ALSEAL CONTRACTING AND TRADING CO

SHIELD 5 PROGRAMS
W912ER-18-C-0002
STATE OF QATAR

THE US ARMY CORPS OF ENGINEERS

Al Seal Contracting & Trading Co.W.L.L..

MATERIAL SUBMITTAL
HVAC SUPPORTS SYSTEM
(FISCHER – ADASTRA WLL)
 W912ER-18-C-0002
MATERIAL SUBMITTAL
HVAC THE US ARMY CORPS OF ENGINEERS
Al Seal Contracting & Trading Co.W.L.L..
SUPPORTS
SYSTEM
(CARRIER)
SECTION
PARA

SECTION
SECTION 21 13 13.00 10

Para: All Section( or specified )

Revision: 0 Date :24-JUNE-2018 Page No :

 W912ER-18-C-0002
MATERIAL SUBMITTAL
HVAC THE US ARMY CORPS OF ENGINEERS
Al Seal Contracting & Trading Co.W.L.L..
SUPPORTS
SYSTEM
(CARRIER)
SECTION
PARA

Document Revision History:

Revision Page Section Summary of Changes / Details of Issue

0 All All First Issue/ Issued for Approval

Spec Code:

• QCS-2014-Sec xx Part xx , xx
Employer’s Requirement SECTION 21 13 13.00 10

Revision: 0 Date :24-JUNE-2018 Page No :

 W912ER-18-C-0002
MATERIAL SUBMITTAL
HVAC THE US ARMY CORPS OF ENGINEERS
Al Seal Contracting & Trading Co.W.L.L..
SUPPORTS
SYSTEM
(CARRIER)
SECTION
PARA

Table of Enclosures
• WET PIPE SPRINKLER SYSTEM, FIRE PROTECTION
Enclosure A PRODUCT DATA FOLDER

1. Compliance Statement
2. Technical Datasheet
3. Test Certificate / Conformity Certificate
4. Material Safety Data Sheet
5. QCDD Certificate
6. Method Of Installation
7. Warranty Certificate
8. Material Sample
9. O&M Manual

Enclosure B MANUFACTURER DATA/ SUPPLIER FOLDER

10. Supplier’s Document – “ ”

• Company Profile
• ISO Certificate
• Trade License
11. Manufacturer’s Documents – “ ”
• Company Profile
• ISO Certificate
• Distributor’s Details
• Country of Origin

Revision: 0 Date :24-JUNE-2018 Page No :

 W912ER-18-C-0002
MATERIAL SUBMITTAL
HVAC THE US ARMY CORPS OF ENGINEERS
Al Seal Contracting & Trading Co.W.L.L..
SUPPORTS
SYSTEM
(CARRIER)
SECTION
PARA

Enclosure A
PRODUCT DATA FOLDER

Revision: 0 Date :24-JUNE-2018 Page No :

 W912ER-18-C-0002
MATERIAL SUBMITTAL
HVAC THE US ARMY CORPS OF ENGINEERS
Al Seal Contracting & Trading Co.W.L.L..
SUPPORTS
SYSTEM
(CARRIER)
SECTION
PARA

1. Compliance Statement

Compliance sheet, Specification section: 21 13 13.00 10

Revision: 0 Date :24-JUNE-2018 Page No :

PROJECT : SHIELD 5 PR0GRAMS
CONSULTANT : THE US ARMY CORPS OF ENGINEERS
CONTRACTOR : AL SEAL CONTRACTING & TRADING Co.
DATE : 09/08/2018

COMPLIANCE STATEMENT

Section no./ Whether

Specification Description Remarks
clause no. comply

Chilled water Supports compliance

Section 22 Part 1. All pipework shall be adequately supported. All support

QCS 2014, 5.2.2 Pipe work installations shall be in accordance with relevant standards, except Comply.
supports. where modified or extended by the Project Documentation.

2. Support shall allow free movement for expansion or contraction

Section 22 Part
of pipework and shall be located to ensure that pipework branches
QCS 2014, 5.2.2 Pipe work Comply.
or fittings are not fouled by the support during expansion or
supports.
contraction of the pipework service.
 Section no./ Whether
Specification Description Remarks
clause no. comply

3. Double banking of pipework from a single support position will

Section 22 Part be permitted, provided the normal operating temperature of the
QCS 2014, 5.2.2 Pipe work fluids in the two pipes do not differ by more than 30 ºC, but only Comply.
supports. where space restrictions prohibit individual support. Triple
banking will not be permitted.

4. Where double banking is necessary, the larger of the two pipes

shall be uppermost, and where pipes are the same size but
Section 22 Part
manufactured from different materials, then the pipe having the
QCS 2014, 5.2.2 Pipe work Comply.
material with the lowest coefficient of expansion shall be
supports.
uppermost. Support intervals for double-banked pipework of
different sizes shall relate to the smaller size.

Section 22 Part 5. Vertical rising pipes shall be supported at the base and the
Fischer proposes FFPS with FFPK
QCS 2014, 5.2.2 Pipe work support shall withstand the total weight of the pipe and fluid Comply.
clamps.
supports. contained.

Section 22 Part
6. Supports shall not be permitted which clamp the pipe so that it Fischer proposes refregeration clamp
QCS 2014, 5.2.2 Pipe work Comply.
in contact with building fabric or structure with inlay KFT.
supports.

Section 22 Part 7. All supports shall be specifically designed for the outside
QCS 2014, 5.2.2 Pipe work diameter of the pipe concerned (including specified packing). Comply.
supports. Oversized brackets will be rejected.
 Section no./ Whether
Specification Description Remarks
clause no. comply

8. Where non-ferrous pipework is to be supported using ferrous

Section 22 Part pipe clamps or rings, an approved plastic coating applied to the
Rubber inserts will be proposed to
QCS 2014, 5.2.2 Pipe work clamp or ring shall be used to prevent contact between the ferrous Comply.
avoid dissimilar metal contacts.
supports. and non-ferrous surfaces. Where cast iron rollers are to be used in
contact with copper pipework, these shall be copper-plated.

Section 22 Part
9. Plastic pipework shall be supported using the pipework
QCS 2014, 5.2.2 Pipe work Comply.
manufacturer's standard support clip.
supports.

Section 22 Part 10. Mild steel pipework shall be supported individually by hangers
QCS 2014, 5.2.2 Pipe work consisting of malleable split rings with malleable iron sockets or Comply.
supports. steel clevis type hangers or roller hangers where indicated.

Section 22 Part
11. All chilled water pipe supports shall be mild steel and painted Rubber inserts will be proposed to
QCS 2014, 5.2.2 Pipe work Comply.
with a protective coating to suit the environmental conditions. avoid dissimilar metal contacts.
supports.

Section 22 Part 13. Copper pipework in exposed positions where fixed against
Fischer proposes stainless steel
QCS 2014, 5.2.2 Pipe work lightweight hollow block or other patent wall or partitions, shall be Comply.
screws/anchors for exposed areas.
supports. supported using polished cast brass screw on brackets.
 Section no./ Whether
Specification Description Remarks
clause no. comply

14. All chilled water pipework services shall be supported around

Section 22 Part
the insulation and not directly around the pipework. Care shall be
QCS 2014, 5.2.2 Pipe work Comply.
taken to ensure the integrity of vapour sealing is not damaged in
supports.
any way.

15. It shall be noted that in certain cases it will be necessary to

adopt a combination of the support methods indicated, and when
Section 22 Part
supports are required to be detailed to suit special site conditions Designs will be submitted for
QCS 2014, 5.2.2 Pipe work Comply.
or requirements, then these details shall be submitted to the concerned Engineers approval.
supports.
Engineer for approval. Anti-vibration supports shall be fitted at all
locations where pipework vibration is likely to be a problem.

Section 22 Part
QCS 2014, 5.2.2 Pipe work 16. Pipe support spacing shall be as detailed in Table 6.1. Comply.
supports.
 Section no./ Whether
Specification Description Remarks
clause no. comply

Spacing will be as per project

Section 22 Part
requirement/Specification and will be
QCS 2014, 5.2.2 Pipe work Comply.
submitted for concerned Engineers
supports.
approval.

Section 22 Part (a) spacing does not apply where span calculations are made or
QCS 2014, 5.2.2 Pipe work where concentrated loads are placed between supports, such as Comply.
supports. flanges, valves, specialities, etc.

Section 22 Part
(b) spacing lengths for pipework larger than listed in the table
QCS 2014, 5.2.2 Pipe work Comply.
shall be the same as the largest size included.
supports.
 Section no./ Whether
Specification Description Remarks
clause no. comply

HVAC Ducts Supports compliance

6. Ductwork shall be rigidly suspended or supported from building

structure. Expansion type concrete inserts shall be placed so that
the fastener is in shear rather than tension. Powder actuated Fischer proposes FUS channel System
Section 22 Part
fasteners placed by an explosive charge will not be accepted. Angle with expansion anchors EA II and bolt
QCS 2014, 6.2.3 Ductwork Comply.
type trapeze hangers with rod supports space at 2 m maximum anchors FAZ II, FBN II,FBZ, FXA and
General
shall be used. “C” type beam clamps will not be accepted. Provide concrete screw FBS
necessary steel angle iron required for bracing of ductwork or
equipment, and for supporting ductwork from building structure.

11. Where ducts are shown connecting to masonry openings

and/or along the edges of all plenums at floors, walls, etc., provide
Section 22 Part a continuous 30 x 30 x 4 mm galvanized angle iron which shall be Fischer proposes FUS channel & slotted
QCS 2014, 6.2.3 Ductwork bolted to the structure and made airtight to same by applying Comply. channel system with accessories and
General caulking compound on the angles before they are drawn down bolt and expansion anchors.
tight. The sheet metal at these locations shall be bolted to the angle
iron framing.

Fischer proposes cantilever channel

system of FCA or FUS channel with
Section 22 Part saddle base SFL, with or without
15. Support the vertical ducts installed in the various shafts at each
QCS 2014, 6.2.3 Ductwork Comply. bracing to support vertical ducts.
floor level with galvanized supporting irons of approved size.
General Bracing can be connected with FAF
angle fittings or VB/PVB brackets to
concrete of galvanised finish.
 Section no./ Whether
Specification Description Remarks
clause no. comply

16. Install these angles across the width of the shaft, with their
Section 22 Part
ends attached to angle irons securely anchored into the masonry
QCS 2014, 6.2.3 Ductwork Comply.
walls of the shaft, or attached to the framing of the floor openings.
General
The ducts shall be bolted to these supporting angle irons.

Section 22 Part 20. All fixing devices including nuts, bolts, washers etc., used in the
All Proposed Fischer Products are
QCS 2014, 6.2.3 Ductwork construction or support of galvanized ductwork shall be Comply.
either galavnised or stainless steel.
General sheradised, or cadmium-plated.
 W912ER-18-C-0002
MATERIAL SUBMITTAL
HVAC THE US ARMY CORPS OF ENGINEERS
Al Seal Contracting & Trading Co.W.L.L..
SUPPORTS
SYSTEM
(CARRIER)
SECTION
PARA

2. Technical Datasheet

Revision: 0 Date :24-JUNE-2018 Page No :

CHANNEL SYSTEM
Channel FUS

PROPERTIES
Material: Steel S250 GD-C (material no.
1.0242+Z) acc. to DIN EN 1.0346
Zinc plating: Sendzimir zinc plated, approx. 20 µm
Material HDG: Steel S235 JR (material no.
FUS 21 FUS 41 FUS 62 1.0045) acc. to EN 10027-2
Zinc plating: Hot-dip galvanized, approx. 40 µm
acc. to DIN EN ISO 1461
Material A2: Stainless steel of the corrosion
resistance class II, e.g. A2
Material A4: Stainless steel of the corrosion
resistance class III, e.g. A4
APPROVALS
FUS 21D FUS 41D FUS 62D

TECHNICAL DATA
FUS 62
FUS 21 FUS 41
30

14 30 14 50
14 30 25
50 S
L 50 S 2.5
L
21 41 L 62
22
41 22
22
41
41
FUS 21D
FUS 41D FUS 62D

L
42 82 124
L
22 2.5
L
2 41 22
41 22
2.5 41

Qty.per box Length Thickness Qty.per box Length Thickness

L S Item Art.-N0. L S
Item Art.-N0. (pcs.) (m) (mm) (pcs.) (m) (mm)
FUS 21/2.0 – 2 m 40391 1 2 2.0 FUS 41D/2.5 – 6 m 504459 1 6 2.5
FUS 21/2.0 – 3 m 97660 1 3 2.0 FUS 62D/2.5 – 6 m 504460 1 6 2.5
FUS 21/2.5 – 3 m 77349 1 3 2.5 FUS 41/2,0 – 3 m hdg. 517426 1 3 2.0
FUS 21/2.5 – 6 m 77541 1 6 2.5 FUS 62/2,5 – 3 m hdg. 517427 1 3 2.5
FUS 41/2.0 – 2 m 40390 1 2 2.0 FUS 62/2,5 – 6 m hdg. 517428 1 6 2.5
FUS 41/2.0 – 3 m 97658 1 3 2.0 FUS 21/2.0 A2 – 2m 504466 1 2 2.0
FUS 41/2.0 – 6 m 97659 1 6 2.0 FUS 41/2.0 A2 – 2m 504468 1 2 2.0
FUS 41/2.5 – 2 m 92295 1 2 2.5 FUS 41/2.5 A2 – 2m 504470 1 2 2.5
FUS 41/2.5 – 3 m 77347 1 3 2.5 FUS 21/2.0 A4 – 2m 504472 1 2 2.0
FUS 41/2.5 – 6 m 77537 1 6 2.5 FUS 41/2.0 A4 – 2m 504474 1 2 2.2
FUS 62/2.5 – 6 m 504457 1 6 2.5 FUS 41/2.5 A4 – 2m 504475 1 2 2.5
FUS 21D/2.0 – 3 m 504458 1 3 2.0

LOADS

Weight Area Moment of Moment of Sestion Sestion Max. recommended static load
Installation

inertia inertia modulus modulus Length = .5 M Length = .1 M Length = 1.5 M Length = 2 M Length = 3 M
System

W A Iy Iz Wy Wz Frec Frec Frec Frec Frec

Item (kg/m) (mm²) (mm⁴) (mm⁴) (mm³) (mm³) (kN) (kN) (kN) (kN) (kN)
FUS 21/2.0 1.44 172 9700 46600 890 2270 1.14 0.49 0.22 0.12 0.05
FUS 21/2.5 1.67 199 10300 52800 930 2580 1.19 0.52 0.23 0.13 0.06
FUS 41/2 2.06 252 53300 76900 2580 3750 3.30 1.65 1.10 0.67 0.30
FUS 41/2.5 2.45 300 60000 89900 2850 4380 3.65 1.82 1.22 0.76 0.34
FUS 62/2.5 3.27 405 177000 129000 5620 6290 7.19 3.60 2.40 1.80 0.99
FUS 21D/2 2.87 344 54900 93100 2610 4540 3.34 1.67 1.11 0.69 0.31
FUS 41D/2.5 4.89 600 350100 179000 8760 8780 11.21 5.61 3.74 2.80 1.57
FUS 62D/2.5 6.55 809 1110000 258000 17900 12580 22.91 11.46 7.64 5.73 3.82
(1) Maximum permissible deflection under load = L/200
(2) load safety factor 1.4 is included
197
 Channel MS

PROPERTIES
Material: Steel DX5 1D+Z 275 MA-C
(material no. 1.0226+Z) acc. to DIN EN
10327 / ASTM A653
Zinc plating: sendzimir zinc plated,
approx. 20 µm
Material A2: Stainless steel of the
corrosion resistance class II, e.g. A2

Light, suspended pipelines

TECHNICAL DATA

13 12,5
25 6,5
10
25
25 8,5
12 40 15
8,2
6,5 15 40
13 20
8,5 20
L
1,25 L 1,75 30

18
15 15
27 28

MS 27/18 MS 28/30

MS 40/60
MS 38/40

Sales Length Sales Length

unite unite
L L
Item Art.-N0. (pcs.) (mm) Item Art.-N0. (pcs.) (mm)
MS 27/18/1.25 – 2 m 079560 1 2000 MS 27/18/1.25 – 3 m 079557 3000 3000
MS 27/18/1.25 – 6 m 030072 1 6000 MS 28/30/1.75 – 2 m 079561 2000 2000
MS 28/30/1.75 – 3 m 079558 1 3000 MS 38/40/2.00 – 2 m 079562 2000 2000
MS 38/40/2.00 – 3 m 079559 1 3000 MS 38/40/2.00 – 4 m 093281 4000 4000
MS 38/40/2.00 – 6 m 030075 1 6000 MS 40/60/3.00 – 6 m 014314 6000 6000
MS 27/18 A2 – 2 m 67905 1 2000 -- -- -- --

LOADS
Installation
System

Weight Area Moment of Moment of Sestion Sestion Max. recommended static load
inertia inertia modulus modulus Length = .5 M Length = .1 M Length = 1.5 M Length = 2 M Length = 3 M
W A Iy Iz Wy Wz Frec Frec Frec Frec Frec
Item (kg/m) (mm²) (mm⁴) (mm⁴) (mm³) (mm³) (kN) (kN) (kN) (kN) (kN)
MS 27/18/1.25 0.66 84 3600 9600 340 710 0.44 0.18 0.08 0.05 0.02
MS 28/30/1.75 1.25 259 17700 20900 1020 1490 1.31 0.65 0.40 0.22 0.10
MS 38/40/2.00 2 255 53900 61800 2400 3250 3.09 1.55 1.03 0.68 0.30
MS 40/60/3.00 3.91 498 215600 135400 6580 6770 8.53 4.26 1.84 2.13 1.21
(1) Maximum permissible deflection under load = L/200
(2) load safety factor 1.4 is included

192
 Cantilever arm FCA

PROPERTIES
Material:Base plate: Steel (material no. 1.0330),
DC01 acc. DIN EN 10139, Channel: Steel S235
JR acc. DIN EN 10025, material no. 10037
Zinc plating: Electro zinc plated, min. 13 µm
Material HDG: Base plate: Steel DC01 (material
no. 1.0330) acc. to DIN EN 10111 and DIN
EN 10139, Channel: Steel S235 JR (material no.
10037) acc. to DIN EN 10025
Zinc plating: Hot-dip galvanized, approx 40 µm
Refrigerant pipe clamp on sliding element acc. to DIN EN ISO 1461
Material A4: Stainless steel of the corrosion
resistance class III, e.g. A4

APPROVALS

TECHNICAL DATA
8 45 10 60 10 60
FCA 41 13
FCA 41D 13
FCA 62
13 20 20
20
165 122 165 122

133 90
20
20 13
20 13

13
L 22 2.5 41
L
L
22
82
41 2.5
22 62
2.5
41
41

Qty. per box Profile Weight Qty. per box Profile Length

Item Art.-N0. (pcs.) (kg/m) Item Art.-N0. (pcs.) (kg/m)

FCA 300 077359 1 41/2.5 300 FCA 450 077361 1 41/2.5 450
FCA 600 077363 1 41/2.5 600 FCA 750 077365 1 41/2.5 750
FCA 62 - 1000 504315 1 62/2.5 1000 FCA 41D 750 504317 1 41D/2.5 750
FCA 41D 1000 504319 1 41D/2.5 1000 FCA 300 hdg. 517411 1 41/2.5 300
FCA 450 hdg. 517412 1 41/2.5 450 FCA 600 hdg. 517413 1 41/2.5 600
FCA 750 hdg. 517414 1 41/2.5 750 FCA 41 A4 – 300 505487 1 -- 300
FCA 41 A4 – 450 505488 1 -- 450 FCA 41 A4 – 600 505489 1 -- 600

LOADS

Max. recommended static load

Installation

Load case 1 Load case 2 Load case 3

Frec Frec Frec
System

Item Art.No. (kN) (kN) (kN)

FCA 300 077359 2.67 1.3 2.67
FCA 450 077361 1.8 0.9 1.8
FCA 600 077363 1.33 0.67 1.33
FCA 750 077365 1.05 0.45 1.05
FCA 62 - 1000 504315 1.7 0.74 1.7
FCA 41D 750 504317 3.5 1.7 3.5
FCA 41D 1000 504319 2.6 1.3 2.6
(1) Maximum permissible deflection under load = L/180
(2) load safety factor 1.4 is included

198
Saddle flange SF L

PROPERTIES
Material: Base plate: DC01 (steel 1.0330) acc.
DIN EN 10139, Channel: S235JR (material no.
1.0037) acc. to DIN EN 10025
Zinc plating: Electro zinc plated, min. 8 µm
Material: Base plate: Steel DC01 (material no.
1.0330) acc. to DIN EN 10139, U profile: S235
JR (material no. 1.0037) acc. to DIN EN 10025
Zinc plating HDG: Hot-dip galvanized, approx
40 µm acc. to DIN EN ISO 1461
Material A4: Stainless steel of corrosion
resistance class III, e.g. A4

TECHNICAL DATA APPROVALS

SF L41 SF L82 SF L124

Qty. per box For profile FUS

Item Art.-N0. (pcs.)
SF L 41 504355 10 21; 41; 21D; 62
SF L 82 504357 5 41D
SF L 124 504358 5 62D
SF L 41 hdg. 517421 10 21; 41; 21D; 62
SF L 41 A4 504522 10 FUS 21 + FUS 41

Angle fittings FAF

PROPERTIES
Material: Steel DD11 (material no. 1.0332)
acc. to DIN EN 10111
Zinc plating: Electro zinc plated, min. 5 µm
Material A4: Stainless steel of the corrosion
resistance class III, e.g. A4

TECHNICAL DATA

FAF 2/135° FAF 3 FAF 4

FAF 2
Installation
System

Qty. per box

Item Art.No. (pcs.)
FAF 2 - angle fittings 504501 25
FAF 3 - angle fittings 504506 25
FAF 4 - angle fittings 504509 25
FAF 2/135° - angle fittings 504369 25
FAF 2 A4 504519 25
FAF 4 A4 504520 25
FAF 2/135° A4 504521 25

199
 Beam Clamp Steel TKLS Steel Bite

PROPERTIES
Material TKLS: Steel HX420LAD+ZAD,
material no. 1.0935, DIN EN 10346
Zinc plating: Electro zinc plated, min. 7 µm
Material SS-TKLS: Steel DX51D acc.
to EN 10214, Material no.1.0226
Zinc plating: Electro zinc plated, min. 5 µm

TECHNICAL DATA APPROVALS

TKLS
A

Hole diameter Clamping range Sales unit

A D
Item Art.-N0. (mm) (mm) (pcs.)
TKLS Ø 9 531134 9 8 - 20 25
TKLS Ø 11 531136 11 8 - 20 25
TKLS Ø 13 531137 13 8 - 20 25
TKLS Ø 17 531138 17 11 - 26 16
SS-TKL M10/M12 048154 -- -- 25

LOADS

Recommended load Design load Recommended. pipe-Ø

Nrec Nd acc. VDS CEA 4001
Item Art.-N0. (kN) (kN)
TKLS Ø 9 531134 2.00 2.80 > DN 50
TKLS Ø 11T 531136 3.50 4.90 > DN 50 ≤ DN 100
KLS Ø 13T 531137 5.00 7.00 > DN 100 ≤ DN 200
KLS Ø 17 531138 10.00 14.00 > DN 200 ≤ DN 250

Channel washer HK 41

PROPERTIES
HK 41 Material: Steel S235 JR (material no.
1.0037) acc. to DIN EN10025
Zinc plating: Electro zinc plated, min. 8 µm
Material A4: Stainless steel of the
corrosion resistance class III, e.g. A4

TECHNICAL DATA
4
Installation
System

Qty. per box D

D
Item Art.-N0. (pcs.) (mm)
42 HK 41 8.5 504348 50 8.5
HK 41 10.5 504349 50 10.5
HK 41 12.5 504354 50 12.5
40
HK 41 12.5 - A4 504489 50 12.5

202
Push-through variable bracket PVB

PROPERTIES
Material: Steel DD 11 (material no.
1.0332) acc. to DIN EN 10111
Zinc plating: Electro zinc-plated acc.
to DIN 50979, min. 8 µm

TECHNICAL DATA

Sales unit
Item Art.-N0. (pcs.)
PVB 534960 5

Push-through bracing elements PSAE

PROPERTIES
Material: Steel DD 11 (material
no. 1.0332) acc. to DIN EN 10111
Zinc plating: Electro zinc-plated acc.
to DIN 50979, min. 8 µm

TECHNICAL DATA
Installation
System

Length Sales Unit

I
Item Art.-N0. (mm) (pcs.)
PSAE 300 Brace element 535269 300 10
PSAE 500 Brace element 535270 500 10
PU 10,5 Washer 535271 50
PU 12,5 Washer 535272 50

217
Variable bracket VB / Bracket FSB 45°

VB FSB 45° PROPERTIES

Material: Steel DD11 (material no.
1.0332) acc. to DIN EN10111
Zinc plating: Electro zinc plated,
min. 5 µm

PROPERTIES
Material: Steel DD11 (material no.
1.0332) acc. to DINEN10111
Zinc plating: Electro zinc plated,
min. 5 µm

TECHNICAL DATA

VB 10,2 FSB
6
88
10,2

156
2,5
43

Type Art.No. Qty. per box

(pcs.)
FSB 45˚ 71269 20
VB 04850 4

LOADS

45° 90°

Frec = 5 kN
Frec = 4.4 kN Frec = 5 kN

* load safety factor 1.4 is included

Installation

45° 90°
System

Fdesign = 7 kN
Fdesign = 6.1 kN Fdesign = 7 kN

201
 FUS 3D flanges FZF, FUF

FZF 21 FZF 41 FUF 21 FUF 41 PROPERTIES

Material: Steel DD11 (material no. 1.0332)
acc. to DINEN10111
Zinc plating: Electro zinc plated, min. 5 µm

FUF 180°R FUF 180°L FUF 4Y FUF 8T

TECHNICAL DATA

FZF 21 FZF 41 FUF 21 FUF 41

FUF 8T
FUF 180°R FUF 180°L FUF 4Y

Qty. per box Type Art.No. Qty. per box

Item Art.No. (pcs.) (pcs.)
FZF 21 504375 25 FUF 4Y 504378 20
FZF 41 504515 25 FUF 180°L 504379 20
FUF 21 504376 25 FUF 180°R 504383 20
FUF 41 504377 25 FUF 8T 504387 10

Flat fittings FFF

FFF 4D PROPERTIES
FFF 1 FFF 4
Material: Steel DD11 (material no. 1.0332)
acc. to DINEN10111
Zinc plating: Electro zinc plated, min. 5 µm

FFF 3l FFF 4T

FFF 4DC

TECHNICAL DATA FFF 4D

FFF 3l
FFF 4T

FFF 4

FFF 1
FFF 4DC

6
14 20
Installation

48
48
40 20 40
System

48 48

Qty. per box

Item Art.No. (pcs.)
FFF 1 – Flat fitting 504494 25
FFF 3 L – Flat fitting 504498 25
FFF 4 I – Flat fitting 504499 25
FFF 4 T – Flat fitting 504500 25
FFF 4 D – Flat fitting 504368 25
FFF 4 DC 550162 18

200
 Beam clamp TKR

PROPERTIES
Material: Plate / U-bolt pipe hanger: Steel
S235 JR (material no. 1.0037) acc.
DINEN10025 Hexagon nut: Steel acc.
ISO 898-2 resistance min. 4
Zinc plating: Electro zinc plated, min. 5 µm
Material A4: Stainless steel of the corrosion
resistance class III, e.g. A4

TECHNICAL DATA Channel to steelbeam

TKR TKR 27/18

Qty. per box For profile Width Hight Hight Thread Width Fixing thickness Max. load(tension)
B H g M A Nrecom Ndesign
Item Art.-N0. (pcs.) (mm) (mm) (mm) (mm) (mm) (mm) (kN) (kN)
TKR 21 – 41 504363 20 MS 38/40 - FUS 21/41/21D 79 97 48 8 52 -- 5.0 7.0
TKR 82 504366 20 MS 40/60 - FUS 62/41D 79 137 80 10 54 -- 10.0 14.0
TKR 124 504367 10 MS 40/120 - FUS 62D 79 179 80 10 54 -- 10.0 14.0
TKR 27/18 079411 25 27/18 + 28/30 -- -- -- -- -- 0 - 29 2.8 3.9
TKR 21 – 41 A4 504476 20 FUS 21 – FUS 41 -- -- -- -- -- -- 5.0 7.0

Clamp hanger TKL

PROPERTIES
Material TKL: TKL: Malleable cast iron
EN-GJMB-350-10 acc. to DIN 1562
Bolt: Steel 8.8 acc. ISO 4017 Nut: Steel
acc. ISO 4035, resistance min. 4
Material SS-TKL: Steel DX51D acc. to
EN 10214,
material no. 1.0226
Zinc plating: Electro zinc plated, min. 5 µm
APPROVALS
Heavy drainage pipe on beam clamp

TECHNICAL DATA
Installation

Qty. per box Clamping range EYE Ø Stamp on item Max. load(tension)
K D Nrecom Ndesign
System

Item Art.-N0. (pcs.) (mm) (kN) (kN)

TKL L M8 064055 50 0 - 18 M8 TK M 8 1.2 1.6
TKL M8 079687 50 0 - 23 M8 TK 10 2.5 3.5
TKL Ø 9 077605 50 0 - 18 9 TK N 8 1.2 1.6
TKL M10 079688 50 0 - 20 M 10 TK N 10 2.5 3.5
TKL Ø 11 079689 50 0 - 20 11 TK N 10 2.5 3.5
TKL M12 020949 50 0 - 26 M 12 TK 12 3.5 4.9
TKL Ø 13 043275 50 0 - 26 13 TK 12 3.5 4.9
SS-TKL M10/M12 048154 25 -- 10/12 SS - TKR -- --
* SS-TKL M 10/M 12 only require in case design according to VdS approval

204
Construction element - Bracket WK / UW S

PROPERTIES - WK
Material: Steel DD11 (material no.
1.0332) acc. to DIN EN10111
Zinc plating: Electro zinc plated,
min. 5 µm

PROPERTIES - UW S
Material: Steel DD11 (material no.
WK UW S 1.0332) acc. to DINEN10111
Zinc plating: Electro zinc plated,
Suspended pipe under angle bracket min. 5 µm

TECHNICAL DATA

135

41

135
4 41

40
20

20

WK 100/100 WK 200/200 WK 207/165

11

UW S

Qty.per box
Item Art.-N0. (pcs.)
WK 100/100 063559 5
WK 200/200 079570 5
WK 207/165 079571 6
UW S 49479 4

LOADS

LOAD CASE 1 LOAD CASE 2

F F

l/2 l
l

Max. static load case1 Max. static load case2

Frecom. Fdesign Frecom. Fdesign
Item Art.-N0. (kN) (kN) (kN) (kN)
WK 100/100 063559 -- -- 4.0 5.6
WK 200/200 079570 4.0 5.6 1.8 2.5
WK 207/165 079571 -- -- 1.8 2.5

LOADS - UW S

Fdesign Fdesign
Installation
System

Connector Channel Double Single Torque Connector Channel Double Single Torque
(kN) (kN) (Nm) (kN) (kN) (Nm)
41/21-2 5 2.5 40 41/21-2 7 3.5 40
FCN P 41/21-2.5 5 2.5 40 FCN P 41/21-2.5 7 3.5 40
M 10 41/41-2 5 2.5 40 M 10 41/41-2 7 3.5 40
41/41-2.5 5 2.5 40 41/41-2.5 7 3.5 40
41/62-2.5 5 2.5 40 41/62-2.5 7 3.5 40
* load safety factor 1.4 is included

205
 Push-through connector PFCN

PROPERTIES
Material Cap: Steel DD 11 (material no.
1.0332) acc. to DIN EN 10111
Material Sliding nut: Steel S420MC,
EN 10149-2
Material Hexagon nut: 8.8 M 1028,
DIN 933
Material Plastic parts: Polypropylene
Zinc plating: Electro zinc plated acc.
to DIN 50979, min. 8 µm

TECHNICAL DATA

8.8
33
SW 17
4
8

16 32

Thread Sales unit

A
Item Art.-N0. (pcs.)
PFCN 41 533739 M 10 50

LOADS

N rec V rec

Max. recommended tensi- Max. recommended tensi- Max. recommended Shear Tightening torque for
on load for FUS 2.0mm on load for FUS 2.5mm load screw grade ≥ 8.8
Nrec Nrec Vrec Tinst
Item Art.-N0. (kN) (kN) (kN) (kN)
PFCN 41 533739 5.0 7.0 3.5 40
(1) Load values are based on the PFCN 41 push-through connector.
Installation
System

214
Push-through saddle flange PSF

PROPERTIES
Material: Steel DD 11 (material
no. 1.0332) acc. to DIN EN 10111
Zinc plating: Electro zinc plated acc.
to DIN 50979, min. 8 µm

TECHNICAL DATA 130

8

8
5 130
100 12,5
12,5
20

12,5 20

20

130 170 210 176

136 84 126
4
100

42
31
42
31

31 42

PSF 41 PSF 82 PSF 124

For profile Sales unit

Item Art.-N0. (pcs.)
PSF 41 533740 21D, 41, 62 10
PSF 82 533741 41 D 5
PSF 124 533742 62 D 5

Push-through bracket
PROPERTIES
Material: Steel DD 11 (material
no. 1.0332) acc. to DIN EN 10111
Zinc plating: Electro zinc plated acc.
to DIN 50979, min. 8 µm

TECHNICAL DATA
150

103
46

28
28 92
4 28
4

200

92
66
4
41 41
41 200
135º 4
3x Ø12,5 27
41 4
66
Installation

30
40
System

PUWS 2 x 2/135° PUWS 2 x 2 PUWS 4 x 4 PWK 200/200

PFFF

Sales unit
Item Art.-N0. (pcs.)
PUWS 2 x 2/135° 533731 10
PUWS 2 x 2 533733 10
PUWS 4 x 4 533734 8
PWK 200/200 533744 15
PFFF 2L 533745 20
PFFF 4L 535268 25

215
 Push-through bracket PFAF / PFUF

PROPERTIES
Material: Steel DD 11 (material
no. 1.0332) acc. to DIN EN 10111
Zinc plating: Electro zinc-plated acc.
to DIN 50979, min. 8 µm

TECHNICAL DATA

64
29
4

29
43
40
52
63 4 135º

40
110
46
46
29 164
4
4
105
40 41
29

PFAF 4/135° PFUF 41

PFAF 2 PFAF 3

Sales unit
Item Art.-N0. (pcs.)
PFAF 2 533735 25
PFAF 3 533736 25
PFAF 4/135° 533737 20
PFUF 41 533738 25

Push-through brackets PFUF D

PROPERTIES
Material: Steel DD 11 (material no.
1.0332) acc. to DIN EN 10111
Zinc plating: Electro zinc-plated acc.
to DIN 50979, min. 8 µm

(1) Load values are based on the PFCN 41 push-through connector.

TECHNICAL DATA
Installation
System

Sales unit
Item Art.-N0. (pcs.)
PFUF 4D 535275 10
PFUF 3D 535274 10
RPFUF 3DL 535273 10

216
Anchors
 Bolt anchor FAZ II

Efficient fixing for cracked concrete

APPROVALS

ETA 05/0069
High performance
steel anchors

Balcony railings

ADVANTAGES BUILDING MATERIALS VERSION

The optimised expansion clip allows for a high load-bearing Approved for: Zinc-plated steel
capacity.Thus fewer fixing points and smaller anchor plates Concrete C20/25toC50/60 Stainless steel
are required. Cracked and non-cracked Highly corrosion-resistant steel
The international approvals guarantee maximum safety and Seismic conditions
the best performance. Also suitable for:
The bolt geometry allows for optimal load distribution and Concrete C12/15
therefore enables use close to edges and in thin components. Natural stone with dense
Fewer hammer blows and the minimal torque slip page allow structure
for a noticeably simpler installation.
The drive-in pin protects the thread from damage and ensures
a trouble-free dismantling of the fixture.

INSTALLATION

The FAZ II is suitable for pre-positioned and push-through and is also ideal for stand-off installation thanks to the long thread.
When applying the torque, the cone bolt is pulled into the expansion sleeve and expand it against the drill hole wall.
The anchor is set in line with the approval once the present installation torque is achieved.

FAZ II M8 FAZ II M10 FAZ II M12 FAZ II M16 FAZ II M20 FAZ II M24

Anchor Type gvz A4 C gvz A4 C gvz A4 C gvz A4 C gvz A4 C gvz A4 C

drill hole diameter do (mm) 8 10 12 16 20 24
hef,min (mm) -- 40 50 65 -- --
Minimum member thickness¹⁾ (mm) -- 80 100 140 -- --
hef,max (mm) 45 60 70 85 100 125
Minimum member thickness¹⁾ (mm) 100 120 140 170 200 250
Torque moment Tinst (Nm) 20 45 60 110 200 270
Min. spacing Smin²⁾ (mm) 35 40 50 65 95 100
Cracked
Concrete
Min. edge distance Cmin²⁾ (mm) 40 45 55 65 85 100

Non- Min. spacing Smin²⁾ (mm) 40 40 50 65 95 100

cracked
Concrete Min. edge distance Cmin²⁾ (mm) 40 45 55 65 95 135

(1)According approval the minimum member thickness (hmin ≧ 2 x hef) can be reduced under specific conditions.
(2) Minimum possible axial spacings resp. edge distance while reducing the permissible load for the minimum member thickness (hmin 2 x hef). The combination of the given min. spacing and min. edge distance
is not possible. One of them has to be increased according approval.

58
Bolt anchor FAZ II

h2
TECHNICAL DATA h1

hef, stand. t fix

M max.
Standard

min.
Reduced
Bolt anchor FAZ II Bolt anchor FAZ II K/FAZ II K GS (short version)

hef, red. t fix

h1

h2

High performance
Zinc-plated Stainless Highly corrosion Letter code Drill hole Anchor Drill hole depth Drill hole depth Max. usable Thread Width Sales unit
steel steel resistant steel marking diameter length for pre- for through length hef, across nut

steel anchors
position fixing fixing stand/hef,red
Stand/Red.
do I h1 h2 tfix Ø length SW
Item Art-No. Art-No. Art-No. (mm) (mm) (mm) (mm) (mm) (mm) (mm) (pcs)
gvz A4 C
FAZ II 8/10 094871¹⁾ 501396¹⁾ — B 8 75 55 65 10/ M 8 x 38 13 50
FAZ II 8/10 — — 501428 B 8 75 55 65 10/ M 8 x 38 13 10
FAZ II 8/30 094877¹⁾ 501399¹⁾ — F 8 95 55 85 30/ M 8 x 58 13 50
FAZ II 8/30 — — 501429 F 8 95 55 85 30/ M 8 x 58 13 10
FAZ II 8/50 094878 ¹⁾ 501401¹⁾ — K 8 115 55 105 50/ M 8 x 78 13 50
FAZ II 8/100 094879¹⁾ — — P 8 165 55 155 100/ M 8 x 128 13 25
FAZ II 8/160 503251 — — T 8 225 55 215 160/ M 8 x 100 13 20
FAZ II 10/10 094981¹⁾ 501403¹⁾ — B 10 95 75/55 85 10/30 M 10 x 53 17 50
FAZ II 10/10 — — 501430 B 10 95 75/55 85 10/30 M 10 x 53 17 10
FAZ II 10/20 094982¹⁾ — — D 10 105 75/55 95 20/40 M 10 x 63 17 25
FAZ II 10/20 — 501406¹⁾ — D 10 105 75/55 95 20/40 M 10 x 63 17 50
FAZ II 10/30 094983¹⁾ — — F 10 115 75/55 105 30/50 M 10 x 73 17 25
FAZ II 10/30 — 501407¹⁾ — F 10 115 75/55 105 30/50 M 10 x 73 17 50
FAZ II 10/30 — — 503185 F 10 115 75/55 105 30/50 M 10 x 73 17 10
FAZ II 10/50 094984 ¹⁾ 501409¹⁾ — K 10 135 75/55 125 50/70 M 10 x 93 17 20
FAZ II 10/70 — 501410¹⁾ — M 10 155 75/55 145 70/90 M 10 x 113 17 20
FAZ II 10/80 094985¹⁾ — — N 10 165 75/55 155 80/100 M 10 x 123 17 20
FAZ II 10/100 094986¹⁾ — — P 10 185 75/55 175 100/120 M 10 x 143 17 20
FAZ II 10/160 503252 501412 — T 10 245 75/55 235 160/180 M 10 x 193 17 20
FAZ II 12/10 095419¹⁾ 501413¹⁾ — B 12 11O 90/70 100 10/30 M 12 x 61 19 20
FAZ II 12/10 — — 503186 B 12 110 90/70 100 10/30 M 12 x 61 19 10
FAZ II 12/20 095420¹⁾ 501415¹⁾ — D 12 120 90/70 110 20/40 M 12 x 71 19 20
FAZ II 12/30 095421¹⁾ 501416¹⁾ — F 12 130 90/70 120 30/50 M 12 x 81 19 20
FAZ II 12/30 — — 501431 F 12 130 90/70 120 30/50 M 12 x 81 19 10
FAZ II 12/50 095446¹⁾ 501419¹⁾ — K 12 150 90/70 140 50/70 M 12 x 101 19 20
FAZ II 12/60 — 501420¹⁾ — L 12 160 90/70 150 60/70 M 12 x 111 19 20
FAZ II 12/80 095454¹⁾ — — N 12 180 90/70 170 80/100 M 12 x 131 19 20
FAZ II 12/100 095470¹⁾ 501421¹⁾ — P 12 200 90/70 190 100/120 M 12 x 151 19 20
FAZ II 12/160 503253 — — T 12 260 90/70 250 160/180 M 12 x 186 19 10
FAZ II 12/160 — 503180 — T 12 260 90/70 250 160/180 M 12 x 186 19 20
FAZ II 12/200 095605 — — V 12 300 90/70 290 200/220 M 12 x 186 19 10
FAZ II 16/5 — 522125 — A 16 128 110/90 115 5/25 M 16 x 64 -- 10
FAZ II 16/5 522124¹⁾ — — A 16 128 110/90 115 5/25 M 16 x 64 -- 20
FAZ II 16/25 095836¹⁾ — 501432 E 16 148 110/90 135 25/45 M 16 x 84 24 10
FAZ II 16/25 — 501423¹⁾ — E 16 148 110/90 135 25/45 M 16 x 84 24 20
FAZ II 16/50 095864¹⁾ — 503187 K 16 173 110/90 160 50/70 M 16 x 109 24 10
FAZ II 16/50 — 501424¹⁾ — K 16 173 110/90 160 50/70 M 16 x 109 24 20
FAZ II 16/100 095865¹⁾ 501425¹⁾ — P 16 223 110/90 210 100/120 M 16 x 159 24 10
FAZ II 16/160 503254 — — T 16 283 110/90 270 160/180 M 16 x 189 24 10
FAZ II 16/200 095967¹⁾ — — V 16 323 110/90 310 200/220 M 16 x 189 24 10
FAZ II 16/250 095968 — — W 16 373 110/90 360 250/270 M 16 x 100 24 10
FAZ II 16/300 096188 — — X 16 423 110/90 410 300/320 M 16 x 100 24 10
FAZ II 20/30 046632¹⁾ — — F 20 172 125 155 30/ M 20 x 54 30 5
FAZ II 20/30 — 501426¹⁾ — F 20 172 125 155 30/ M 20 x 54 30 5
FAZ II 20/60 046633¹⁾ — — L 20 202 125 185 60/ M 20 x 84 30 5
FAZ II 20/60 — 503183¹⁾ — L 20 202 125 185 60/ M 20 x 84 30 4
FAZ II 20/160 503255¹⁾ — — T 20 302 125 285 160/ M 20 x 100 30 5
FAZ II 24/30 046635¹⁾ — — F 24 205 155 185 30/ M 24 x 58 36 5
FAZ II 24/30 — 501427¹⁾ — F 24 205 155 185 30/ M 24 x 58 36 4
FAZ II 24/60 046636¹⁾ — — L 24 235 155 215 60/ M 24 x 88 36 5
FAZ II 24/60 — 503184¹⁾ — L 2 235 155 215 60/ M 24 x 88 36 4
FAZ II 10/10 K 522108 522116 — B 10 75 55/25 65 10/40 M 10 x 33 17 50
FAZ II 10/20 K 522110 522117 — D 10 85 55/25 75 20/40 M 10 x 43 17 25
FAZ II 12/10 K 522118 522122 — B 12 90 70/30 80 10/50 M 12 x 41 19 20
FAZ II 12/20 K 522119 522123 — D 12 100 70/40 90 20/50 M 12 x 51 19 20
FAZ II 10/10 K GS 522115 — — B 10 75 55/25 65 10/40 M 10 x 33 17 50
FAZ II 12/10 K GS 522121 — — B 12 90 70/30 80 10/50 M 12 x 41 19 20
(1) Only one of both requirements has to be fullfilled.
(2) Intermediate values by linear interpolation.

59
 Bolt anchor FAZ II

LOADS

Design ²⁾ and recommended ¹⁾ resistance of a single anchor in concrete C20/25 ³⁾

For the design the complete approval ETA - 05/0069 has to be considered.
Cracked concrete Non-cracked concrete
Effective anchorage Design Recommended Design Recommended Design Recommended Design Recommended
depth tensile load tensile load shear load shear load tensile load tensile load shear load shear load

hef Nd Nrec Vd Vrec Nd Nrec Vd Vrec

Item (mm) (kN) (kN) (kN) (kN) (kN) (kN) (kN) (kN)
FAZ II 8 45 3.3 2.4 9.6 6.9 6.0 4.3 9.6 6.9
FAZ II 10 40 6.0 4.3 12.1 8.7 8.5 6.1 15.9 11.4
High performance

FAZ II 10 60 6.0 4.3 15.9 11.4 10.6 7.6 15.9 11.4

FAZ II 12 50 8.5 6.1 19.4 13.9 11.9 8.5 23.6 16.9
steel anchors

FAZ II 12 70 10.6 7.6 23.6 16.9 16.6 11.9 23.6 16.9

FAZ II 16 65 12.6 9.0 28.9 20.7 17.6 12.6 40.6 29.0
FAZ II 16 85 18.7 13.4 43.9 31.4 26.3 18.8 43.9 31.4
FAZ II 20 100 23.9 17.1 56.0 40.0 33.6 24.0 56.0 40.0
FAZ II 24 125 33.6 24.0 68.7 49.1 47.0 33.6 68.7 49.1
FAZ II 8A4 45 3.3 2.4 9.6 6.9 6.0 4.3 9.6 6.9
FAZ II 10 A4 40 6.0 4.3 12.1 8.7 8.5 6.1 15.9 11.4
FAZ II 10 A4 60 6.0 4.3 15.9 11.4 10.6 7.6 15.9 11.4
FAZ II 12 A4 50 8.5 6.1 19.4 13.9 11.9 8.5 23.6 16.9
FAZ II 12 A4 70 10.6 7.6 23.6 16.9 16.6 11.9 23.6 16.9
FAZ II 16 A4 65 12.6 9.0 28.9 20.7 17.6 12.6 40.6 29.0
FAZ II 16 A4 85 18.7 13.4 43.9 31.4 26.3 18.8 43.9 31.4
FAZ II 20 A4 100 23.9 17.1 56.0 40.0 33.6 24.0 56.0 40.0
FAZ II 24 A4 125 33.6 24.0 68.7 49.1 47.0 33.6 68.7 49.1
FAZ II 8 C 45 3.3 2.4 9.6 6.9 6.0 4.3 9.6 6.9
FAZ II 10 C 40 6.0 4.3 12.1 8.7 8.5 6.1 15.9 11.4
FAZ II 10 C 60 6.0 4.3 15.9 11.4 10.6 7.6 15.9 11.4
FAZ II 12 C 50 8.5 6.1 19.4 13.9 11.9 8.5 23.6 16.9
FAZ II 12 C 70 10.6 7.6 23.6 16.9 16.6 11.9 23.6 16.9
FAZ II 16 C 65 12.6 9.0 28.9 20.7 17.6 12.6 40.6 29.0
FAZ II 16 C 85 18.7 13.4 43.9 31.4 26.3 18.8 43.9 31.4
FAZ II 20 C 100 23.9 17.1 56.0 40.0 33.6 24.0 56.0 40.0
FAZ II 24 C 125 33.6 24.0 68.74 49.1 47.0 33.6 68.7 49.1
(1)The partial safety factors for material resistance as regulated in the approval as well as a partial (2)The required safety factor for material is considered.
safety factor for load actions of L= 1,4 are considered. As an single anchor counts e.g. an an- (3)For higher concrete strength classes up to C50/60 higher permissible loads may be possible.
chor with a spacing s ≥ 3 x hef and an edge distance c ≥ 1,5 x hef. Accurate data see approval.

60
Drop-in anchor EA II

The internally threaded anchor with rim for simple hammerset

installation

APPROVALS

ETA 07/0142

High performance
ETA 007/0135

steel anchors
Pipe line support

ADVANTAGES BUILDING MATERIALS VERSION

The embossed rim prevents the anchor sleeve from slipping, Approved for: Zinc-plated steel
thus ensuring a trouble-free hammerset installation. Concrete C20/25 to C50/60, Stainless steel
The metric internal thread means that it is possible to use cracked,for the multiple fixings
standard screws or threaded rods for the ideal adaptation to of non-load-bearing systems
suit the intended use. Approved for pre-stressed holl-
The EMS machine setting tool allows for effortless installation, ow core slabs
particularly in the case of series installations. Concrete C20/25 to C50/60
The embossing that is applied when expanding with the EHS Non-cracked
Plus setting tool offers a simple control of the anchoring and
Also suitable for:
provides increased safety.
Fixing point at hef 25 mm prevents anchor of falling out of the Concrete C12/15
drill hole before being expanded. Natural stone with dense
structure

INSTALLATION

The EA II is suitable for pre-positioned installation.

Position the hammerset anchor in the drill hole and drive in flush to the surface of the anchor base using the hammer.
The sleeve is then expanded by driving in the internal bolt with the EHS plus setting tool (alternative:EMS machine setting tool) and expanded
against the drill hole wall.
The setting tools must sit on the rim of the anchor to ensure correct expansion.

83
 Drop-in anchor EA II

TECHNICAL DATA

Hammerset anchor EA II & EA II - Short

Zinc-plated Stainless Drill hole Anchor Internal Sales
High performance

stell stell diameter length Thread unit

steel anchors

gvz A4 do I M
Item Art-No. Art-No. (mm) (mm) (mm) (pcs.)
EA II M 6 x 25 532230 -- 8 25 M6 100
EA II M 6 x 30 048264 48410 8 30 M6 100
EA II M 8 x 25 532231 -- 10 25 M8 100
EA II M 8 x 30 048284 48411 10 30 M8 100
EA II M 8 x 40 048323 48412 10 40 M8 100
EA II M 10 x 25 532232 -- 12 25 M 10 50
EA II M 10 x 30 048332 -- 12 30 M 10 50
EA II M 10 x 40 048339 48414 12 40 M 10 50
EA II M 12 x 25 532233 -- 15 25 M 12 50
EA II M 12 x 50 048406 48415 25 50 M 12 50
EA II M 16 x 65 048408 48416 20 65 M 16 25
EA II M 20 x 80 048409 48417 25 80 M 20 25
EA II M 12 D 048407 -- 16 50 M 12 25
Associated setting tool for manual installation (EAW H plus), for installation with hammer drill (EA II-S-SDS)

ACCESSORIES

Setting tool EHS H Plus hand impact Setting tool EA-ST Machine setting tool EMS
protection for your safety and embossing tool.
Sales unit
Item Art-No. Match (pcs)
EHS H 6 Plus 044630 EA II M 6 x 25 , EA II M 6 x 30 1
EHS H 8 Plus 044631 EA II M 8 x 25 , EA II M 8 x 30 1
EHS H 8 x 40 Plus 044632 EA II M 8 x 40 1
EHS H 10 Plus 044633 EA II M 10 x 40 1
EHS H 10 x 30 Plus 048487 EA II M 10 x 25 , EA II M 10 x 30 1
EHS H 12 Plus 044634 EA II M 12, EA II M 12 D 1
EHS H 16 Plus 044635 EA II M 16 1
EHS H 20 Plus 044636 EA II M 20 1
EHS H 12x25 Plus 532568 EA II M 12 x 25 1
EA-ST 12 504585 EA II M 6 1
EMS M 6 x 25/30 048065 EA II M 6 x 25, EA II M 6 x 30 1
EMS M 8 x 25/30 048066 EA II M 8 x 25, EA II M 8 x 30 1
EMS M 8 x 40 048067 EA II M 8 x 40 1
EMS M 10 x 25/30 048068 EA II M 10 x 25, EA II M 10 x 30 1
EMS M 10 x 40 048070 EA II M 10 x 40 1
EMS M 12 x 25 532569 EA II M 12 x 25 1
EMS M 12 x 50 048071 EA II M 12 x 50 D / EA II M 12 x 50 / EA M 12 x 50 N D 1
EMS M 16 x 65 048072 EA II M 16 x 65 1
EMS M 20 x 80 048073 EA II M 20 x 80 1

Stop drill EBB

Tool holder Drill hole diameter Drill hole depth Match

do ho
Item Art-No. (mm) (mm)
EBB 8 x 25 532607 SDS plus 8 27 EA II M 6 x 25
EBB 10 x 25 532608 SDS plus 10 27 EA II M 8 x 25
EBB 12 x 25 532609 SDS plus 12 27 EA II M 10 x 25
EBB 15 x 25 532610 SDS plus 15 27 EA II M 12 x 25

84
Drop-in anchor EA II

LOADS

Hammerset anchor EA II (screw property class 4.6)

Design ²⁾ and Recommended loads ¹⁾ for a single anchor for multiple use for non structural applications in pre stressed hollow
core slabs⁴⁾ For the design the complete approval ETA-07/0142 has to be considered.
Bottam flange Effective anchorage Maximum torque Recommended Design Min. spacing Min. edge
thickness depth moment load load distance
hef Tinst,max Frec Fd Smin ³⁾ Cmin ³⁾
Item (mm) (mm) (Nm) (kN) (kN) (mm) (mm)
EA II M 6 x 25 4.0 1.0 1.4
EA II M 8 x 25 ≥35⁵⁾ 25 8.0 1.4 1.9 200 150
EA II M 10 x 25 15.0 1.9 2.7
EA II M 12 x 25 35.0 1.9 2.7
(1) The partial safety factors for material resistance as regulated in the approval as well as a partial (3) Minimum possible axial spacings resp.edge distance while reducing the permissible load.

High performance
safety factor for load actions of γL = 1,4 are considered. As an single anchor counts e.g. an an- (4) Concrete strength class C30/37 up to C50/60
chor with a spacing s ≥ 3 x hef and an edge distance c ≥ 1,5 x h ef . Accurate data see approval. (5) The anchor may be used in a flange thicknessed dh = 30 mm with the same charecterisic resistance,

steel anchors
(2)The required safety factor for material is considered. but the drill hole must not cut a cavity.

Hammerset anchor EA II (screw property class 8.8/A4 - 70)

Design ²⁾ and Recommended loads ¹⁾ for a single anchor in non-cracked concrete C20/25⁴⁾.
For the design the complete approval ETA - 07/0135 has to be considered.
Non-cracked concrete
Effective Minimum Maximum Recommended Design Recommended Design Min. Min.
anchorage member torque moment tensile load tensile load shear load shear load spacing edge
depth thickness distance

hef hmin Tinst Nrec Nd Vrec Vd smin ³⁾ cmin ³⁾

Item (mm) (mm) (Nm) (kN) (kN) (kN) (kN) (mm) (mm)
EA II M 6 x 30⁵⁾ 30 120 4.0 4.0 5.6 3.9 5.6 65 115
EA II M 8 x 30⁵⁾ 30 120 8.0 4.0 5.6 4.9 6.8 70 115
EA II M 8 x 40 40 120 8.0 6.1 8.5 4.9 6.8 70 115
EA II M 10 x 30⁵⁾ 30 120 15.0 4.0 5.6 6.2 8.6 85 140
EA II M 10 x 40 40 120 15.0 6.1 8.5 6.2 8.6 95 150
EA II M 12 x 50 50 120 35.0 8.5 11.9 11.3 15.8 145 200
EA II M 12D x 50 50 120 35.0 8.5 11.9 15.4 22.1 145 200
EA II M 16 x 65 65 160 60.0 12.6 17.6 18.3 25.6 180 240
EA II M 20 x 80 80 200 120.0 17.2 24.0 29.1 40.7 190 280
EA II M 6 x 30 A4⁵⁾ 30 120 4.0 4.0 5.6 3.2 4.4 65 115
EA II M 8 x 30 A4⁵⁾ 30 120 8.0 4.0 5.6 5.6 7.8 70 115
EA II M 8 x 40 A4 40 120 8.0 6.1 8.5 5.6 7.8 70 115
EA II M 10 x 30 A4⁵⁾ 30 120 15.0 4.0 5.6 6.9 9.6 85 140
EA II M 10 x 40 A4 40 120 15.0 6.1 8.5 7.1 9.9 95 150
EA II M 12 x 50 A4 50 120 35.0 8.5 11.9 12.9 18.6 145 200
EA II M 12 D x 50 A4 50 120 35.0 8.5 11.9 13.5 18.9 145 200
EA II M 16 x 65 A4 65 160 60.0 12.6 17.9 21.1 29.5 180 240
EA II M 20 x 80 A4 80 200 120.0 17.2 24.8 33.7 47.1 190 280
(1) The partial safety factors for material resistance as regulated in the approval as well as a partial (3) Minimum possible axial spacings resp.edge distance while reducing the permissible load.
safety factor for load actions of γL = 1,4 are considered. As an single anchor counts e.g. an an- (4) For higher concrete strength classes up to C50/60 higher permissible loads may be possible.
chor with a spacing s ≥ 3 x hef and an edge distance c ≥ 1,5 x h ef . Accurate data see approval. (5) Only for multiple use of non structural applications.
(2)The required safety factor for material is considered.

Hammerset anchor EA II (screw/threaded rod property class ≥ 4.6)

Design ²⁾ and Recommended loads ¹⁾ for a single for multiple use for non-structural applications in cracked concrete
(redundant fixing) C20/25 up to C50/60⁵⁾. For the design the complete approval ETA - 07/0142 has to be considered.
Cracked Non-cracked concrete
Effective Minimum Maximum Recommended Design Min. Min.
anchorage member torque moment load load spacing edge
depth thickness distance

hef hmin⁴⁾ Tinst,max Nrec Nd smin ³⁾ cmin ³⁾

Item (mm) (mm) (Nm) (kN) (kN) (mm) (mm)
EA II M 6 x 25 25 80 4.0 1.0 1.4 30 60
EA II M 6 x 30 30 80 4.0 1.2 1.7 65 115
EA II M 8 x 25 25 80 8.0 1.4 1.9 50 100
EA II M 8 x 30 30 80 8.0 2.0 2.8 70 115
EA II M 8 x 40 40 80 8.0 2.0 2.8 70 115
EA II M 10 x 25 25 80 15.0 1.9 2.7 60 100
EA II M 10 x 30 30 80 15.0 2.0 2.8 85 140
EA II M 10 x 40 40 80 15.0 3.0 4.2 95 150
EA II M 12 x 25 25 80 35.0 1.9 2.7 100 110
EA II M 12 x 50 50 100 35.0 4.3 6.0 145 200
(1) The partial safety factors for material resistance as regulated in the approval as well as a partial (4) Minimum possible member thickness while increasing the axial spacings and edge distances. The
safety factor for load actions of γL = 1,4 are considered. As an single anchor counts e.g. an an- combination of minimum axial spacing and minimum edge distance with the minimum member
chor with a spacing s ≥ 3 x hef and an edge distance c ≥ 1,5 x h ef . Accurate data see approval. thickness is not possible. Exact data see approval.
(2)The required safety factor for material is considered. (5) Further data for concrete C12/15 see approval.
(3) Minimum possible axial spacings resp. edge distances while increasing the member thickness.
The combination of minimum axial spacing and minimum edge distance with the minimum
member thickness is not possible. Exact data see approval.

85
Bolt anchor FBN II

The efficient fixing for flexible use in non-cracked concrete

APPROVALS

ETA 07/0211

High performance
steel anchors
Column bases

ADVANTAGES BUILDING MATERIALS VERSION

The standard anchorage depth achieves the maximum load- Approved for: Zinc-plated steel
bearing capacities. Thus fewer fixing points and smaller anchor Concrete C20/25 to C50/60 Stainless steel
plates are required. Non-cracked Hot-dip galvanised
The reduced anchorage depth reduces the drill hole depth.
Also suitable for:
This minimises the amount of time needed for installation
Concrete C12/15
whilst increasing flexibility.
Natural stone with dense
The long thread balances component tolerances and allows
structure
for stand-off installations, thus increasing flexibility.
Few hammer blows and minimal torque slippage allow for
a noticeably simpler installation.
The drive-in pin protects the thread from damage, and thus
ensures a faster installation and dismantling of the attachment.

INSTALLATION

The FBN II is suitable for pre-positioned and push-through installation; also suitable for stand-off installation under certain conditions.
Prior to installation, place the hexagon nut in the optimal position (the drive-in pin projects by approx. 3 mm out of the hexagon nut).
When applying the torque, the cone bolt is pulled into the expansion clip and expands it against the drill hole wall.
The head embossing offers a simple control of the anchorin.

Anchor Type FBN II M 6 FBN II M 8 FBN II M 10 FBN II M 12 FBN II M 16 FBN II M 20

gvz A4 gvz A4 gvz A4 gvz A4 gvz A4 gvz A4

drill hole diameter do (mm) 6 8 10 12 16 20
hef,min (mm) -- 30 40 50 65 80
Minimum member thickness¹⁾ (mm) -- 100 100 100 120 160
hef,max (mm) 30 40 50 65 80 105
Minimum member thickness¹⁾ (mm) 100 100 100 120 160 200
Torque moment Tinst (Nm) 4.0 15.0 10.0 30.0 20.0 50.0 35.0 100.0 80.0 200.0 150.0
Non- Min. spacing Smin²⁾ (mm) 40 40 40 50⁵⁾/40⁶⁾ 50 50⁵⁾/70⁶⁾ 70 70 90 90⁵⁾/120⁶⁾ 120 140⁵⁾/120⁶⁾
cracked
Concrete Min. edge distance Cmin²⁾ (mm) 40 40 40 45 80³⁾/50⁴⁾ 80³⁾/55⁴⁾ 100³⁾/70⁴⁾ 100³⁾/70⁴⁾ 120³⁾/90⁴⁾ 120³⁾/80⁴⁾ 120 120

(1)According approval the minimum member thickness (hmin ≧ 2 x hef) can be reduced under specific conditions.
(2) Minimum possible axial spacings resp. edge distance while reducing the permissible load for the minimum member thickness (hmin 2 x hef). The combination of the given min. spacing and min. edge distance
is not possible. One of them has to be increased according approval.
(3) Min. edge distance for hef,min.
(4) Min. edge distance for hef,max.
(5) Min. spacing for hef,min.
(6) Min. spacing for hef,max.

73
 Bolt anchor FBN II

TECHNICAL DATA

h1
Bolt anchor FBN II

Zinc-plated Stainless Hot-dip Letter code Drill hole Anchor Drill hole depth Drill hole depth Max. usable length Thread Width Sales unit
steel steel galvanised marking diameter length for pre-position for through hef across nut
steel fixing fixing stand/hef,red
Stand/Red.
do I h1 h2 tfix Ø length SW
High performance

Item Art-No. Art-No. Art-No. (mm) (mm) (mm) (mm) (mm) (mm) (mm) (pcs)
gvz A4 C
steel anchors

FBN II 6/5 505526 — — A 6 50 40 45 5/-- M 6 x 12 10 100

FBN II 6/10 505527 505532 — B 6 55 40 50 10/-- M 6 x 17 10 100
FBN II 6/30 505528 505535 — F 6 75 40 70 30/-- M 6 x 35 10 100
FBN II 8/5 040662 — — A 8 66 56/46 61 5/15 M 8 x 34 13 50
FBN II 8/10 040664 507555 — B 8 71 56/46 66 10/20 M 8 x 39 13 50
FBN II 8/10 — — 507575 B 8 71 56/46 66 10/20 M 8 x 39 13 50
FBN II 8/20 040669 — — D 8 81 56/46 76 20/30 M 8 x 49 13 50
FBN II 8/30 040700 507556 — F 8 91 56/46 86 30/40 M 8 x 59 13 50
FBN II 8/30 — — 507576 F 8 91 56/46 86 30/40 M 8 x 59 13 50
FBN II 8/50 040771 507557 — K 8 111 56/46 106 50/60 M 8 x 79 13 50
FBN II 8/50 — — 507577 K 8 111 56/46 106 50/60 M 8 x 79 13 50
FBN II 8/70 040777 — — M 8 131 56/46 126 70/80 M 8 x 99 13 20
FBN II 8/70 — — 507578 M 8 131 56/46 126 70/80 M 8 x 99 13 20
FBN II 8/100 040783 — — P 8 161 56/46 156 100/110 M 8 x 129 13 20
FBN II 10/10 040827 507558 — B 10 86 68/58 78 10/20 M 10 x 46 17 50
FBN II 10/10 — — 507579 B 10 86 68/58 78 10/20 M 10 x 46 17 50
FBN II 10/20 040851 507559 — D 10 96 68/58 88 20/30 M 10 x 56 17 50
FBN II 10/30 040854 507560 — F 10 106 68/58 98 30/40 M 10 x 66 17 50
FBN II 10/30 — — 507580 F 10 106 68/58 98 30/40 M 10 x 66 17 50
FBN II 10/50 040855 507561 — K 10 126 68/58 118 50/60 M 10 x 86 17 20
FBN II 10/50 — — 507582 K 10 126 68/58 118 50/60 M 10 x 86 17 20
FBN II 10/70 040931 — — M 10 146 68/58 138 70/80 M 10 x 106 17 20
FBN II 10/100 040943 507562 — P 10 176 68/58 168 100/110 M 10 x 136 17 20
FBN II 10/100 — — 507583 P 10 176 68/58 168 100/110 M 10 x 136 17 20
FBN II 10/140 040944 — — S 10 216 68/58 208 140/150 M 10 x 176 17 20
FBN II 10/160 040945 — — T 10 236 68/58 228 160/170 M 10 x 196 17 20
FBN II 12/10 040950 507563 — B 12 106 85/70 95 10/25 M 12 x 59 19 20
FBN II 12/10 — — 507589 B 12 106 85/70 95 10/25 M 12 x 59 19 20
FBN II 12/20 044558 507564 — D 12 116 85/70 105 20/35 M 12 x 69 19 20
FBN II 12/30 045263 507565 — F 12 126 85/70 115 30/45 M 12 x 79 19 20
FBN II 12/30 — — 507591 F 12 126 85/70 115 30/45 M 12 x 79 19 20
FBN II 12/50 045264 507566 — K 12 146 85/70 135 50/65 M 12 x 99 19 20
FBN II 12/50 — — 507592 K 12 146 85/70 135 50/65 M 12 x 99 19 20
FBN II 12/80 045265 — — N 12 176 85/70 165 80/95 M 12 x 129 19 20
FBN II 12/100 045266 507567 — P 12 196 85/70 185 100/115 M 12 x 149 19 20
FBN II 12/100 — — 507596 P 12 196 85/70 185 100/115 M 12 x 149 19 20
FBN II 12/120 045267 — — R 12 216 85/70 205 120/135 M 12 x 169 19 20
FBN II 12/140 045268 — — S 12 236 85/70 225 140/155 M 12 x 189 19 20
FBN II 12/160 045269 — — T 12 256 85/70 245 160/175 M 12 x 189 19 20
FBN II 16/10 — 507568 — B 16 130 104/89 114 10/25 M 16 x 74 24 10
FBN II 16/25 045564 507569 — E 16 145 104/89 129 25/40 M 16 x 89 24 10
FBN II 16/25 — — 507598 E 16 145 104/89 129 25/40 M 16 x 89 24 10
FBN II 16/50 045565 507570 — K 16 170 104/89 154 50/65 M 16 x 105 24 10
FBN II 16/50 045565 507570 — K 16 170 104/89 154 50/65 M 16 x 105 24 10
FBN II 16/50 — — 507553 K 16 170 104/89 154 50/65 M 16 x 105 24 10
FBN II 16/80 045566 — — N 16 200 104/89 184 80/95 M 16 x 144 24 10
FBN II 16/100 045567 — — P 16 220 104/89 204 100/115 M 16 x 164 24 10
FBN II 16/100 — — 507554 P 16 220 104/89 204 100/115 M 16 x 164 24 10
FBN II 16/140 045568 — — S 16 260 104/89 244 140/155 M 16 x 184 24 10
FBN II 16/160 045569 — — T 16 280 104/89 264 160/175 M 16 x 184 24 10
FBN II 16/200 045570 — — V 16 320 104/89 304 200/215 M 16 x 100 24 10
FBN II 20/30 045573 507571 — F 20 187 135/110 165 30/55 M 20 x 90 30 10
FBN II 20/30 — — 508015 F 20 187 135/110 165 30/55 M 20 x 90 30 50
FBN II 20/60 045574 507572 — L 20 217 135/110 195 60/85 M 20 x 90 30 10
FBN II 20/80 045575 — — N 20 237 135/110 215 80/105 M 20 x 90 30 10
FBN II 20/120 045576 — — R 20 277 135/110 255 120/145 M 20 x 90 30 10
FBN II 8/5 K 040806 508007 508012 A 8 56 46 51 --/5 M 8 x 24 13 50
FBN II 8/10 K 040807 — — B 8 61 46 56 --/10 M 8 x 29 13 50
FBN II 10/5 K 040946 508010 508013 A 10 71 58 63 --/5 M 10 x 31 17 50
FBN II 10/10 K 040947 — — B 10 76 58 68 --/10 M 10 x 36 17 50
FBN II 12/5 K 045272 508011 508014 A 12 86 70 75 --/5 M 12 x 39 19 20
FBN II 12/10 K 045273 — — B 12 91 70 80 --/10 M 12 x 44 19 20
FBN II 12/30 K 045274 — — F 12 111 70 100 --/30 M 12 x 64 19 20
FBN II 16/15 K 045571 508745 507597 C 16 120 89 104 --/15 M 16 x 64 24 10
FBN II 16/25 K 045572 — 507597 E 16 130 89 114 --/25 M 16 x 74 24 10
FBN II 20/10 K 045577 — — B 20 142 110 120 --/10 M 20 x 50 30 10

74
Bolt anchor FBN II

LOADS

Design ²⁾ and recommended ¹⁾ resistance of a single anchor¹⁾ in concrete C20/25 ³⁾

For the design the complete approval ETA - 07/0211 has to be considered.
Non-cracked concrete
Effective anchorage Design Recommended Design Recommended
depth tensile load tensile load shear load shear load
hef Nd Nrec Vd Vrec
Item (mm) (kN) (kN) (kN) (kN)
FBN II 6 ⁴⁾ 30 4.0 2.9 4.7 3.4
FBN II 8 ⁴⁾ 30 4.0 2.9 9.9 7.1
FBN II 8 ⁴⁾ 40 8.5 6.1 10.2 7.6
FBN II 10 40 8.5 6.1 16.2 12.0

High performance
FBN II 10 50 11.9 8.5 16.2 12.0
FBN II 12 50 11.9 8.5 21.9 17.9

steel anchors
FBN II 12 65 17.6 12.6 21.9 17.9
FBN II 16 65 17.6 12.6 40.7 29.0
FBN II 16 80 24.1 17.2 40.7 31.5
FBN II 20 80 24.1 17.2 55.4 38.3
FBN II 20 105 36.2 25.9 68.7 38.3
FBN II 6 A4⁴⁾ 30 4.0 2.9 4.7 3.0
FBN II 8 A4⁴⁾ 30 4.0 2.9 9.9 7.1
FBN II 8 A4⁴⁾ 40 8.5 6.1 10.6 7.3
FBN II 10 A4 40 8.5 6.1 16.8 11.6
FBN II 10 A4 50 11.9 8.5 16.8 11.6
FBN II 12 A4 50 11.9 8.5 25.6 15.7
FBN II 12 A4 65 17.6 12.6 25.6 15.7
FBN II 16 A4 65 17.6 12.6 40.6 29.0
FBN II 16 A4 80 24.1 17.2 44.1 29.1
FBN II 20 A4 80 24.1 17.2 53.6 39.6
FBN II 20 A4 105 36.2 25.9 53.6 49.1
(1)The partial safety factors for material resistance as regulated in the approval as well as a partial (2)The required safety factor for material is considered.
safety factor for load actions of L= 1,4 are considered. As an single anchor counts e.g. an an- (3) For higher concrete strength classes up to C50/60 higher permissible loads may be possible.
chor with a spacing s ≥ 3 x hef and an edge distance c ≥ 1,5 x hef. Accurate data see approval. (4) The anchor depth smaller than 40 mm are only allowed for multiple use for non-structural
application.

75
fischer
NEW
concrete screw
ULTRACUT FBS II
The high-performance concrete screw for
absolute installation ease.
 ULTRACUT FBS II 8,10,12 and 14 zinc-plated steel.
The high-performance concrete screw for absolute
installation ease.

The unique saw-tooth geometry cuts quickly The approval for the concrete screws allows the The ULTRACUT FBS II is available in different
into the substrate and can be installed screw to be unscrewed twice for a total of 20 mm, head designs. Countersunk and hexagonal
several times. to place maximal 10 mm packing below it or to head (with and without Torx drive).
align the attached part, and then to tighten the
screw again.

The special thread geometry means that the screw flanks

cut deeply into the concrete and allowing for high loads.
This saves costs because less anchor points and smaller
base plates are required.

The short ULTRACUT FBS II, with a reduced screw-

in depth, allows for a short drill hole depth and
fast installation which makes it a suitable option The ribs on the lower head prevent
for many applications. accidental unscrewing of the anchor
making the system more secure.

Secure, even without cleaning Your advantages

the drill hole. ■ With up to 3 embedment depths, the ULTRACUT FBS II

makes it possible for the same screw to be used for different
■ The ULTRACUT FBS II is designed for push-through installation.
component thicknesses.
■ The screw is installed correctly when the screw head sits squa-
■ Expansion-free anchoring (undercut) allows for lowest edge
rely on the fixture (visual check).
and axle clearances.
■ Drill holes do not need to be cleaned during vertical assembly
■ The assessment (ETA Option 1) covers the use of single-point
(ceiling and floor). For floor fixing the hole must be drilled 3x d0 anchors in cracked and non-cracked concrete.
deeper.
■ The performance categorys Seismic C1 and C2 assessment
■ We recommend using a tangential impact screwdriver with a ensures that the strictest of safety standards has been
suitable impact screwdriver socket or Torx bit. fulfilled (also with high earthquake specifications).
■ The assessment document also covers the use of hollow drills ■ The countersunk head is very suitable for visually appealing.
(without cleaning of the hole) and diamond drilling holes.
■ The checking gauge allows a multiple use covered by the
approval.

2
Installation

1 2a 2b 2c 3a 3b 4

+ 3x do

Fixture adjustment Additional for seismic

max
1 2
2x 3 4
max
10
10
mm

max
20 mm ≤≤ ttfix, max
fix,max

Approvals

ETA-15/0352
EAD 330011-00-0601
Z-21.8-2049
Option 1 for cracked concrete

Institut für Massivbau

seismic performance category C1, C2 Technische Universität
Darmstadt

Recommendation

Reusability

wendbar
ver
Wieder

Temporary fixing and reusability in green concrete according

le
ab

to Z-21.8 - 2049 (valid for diameter 10 - 14) s

Reu
The checking gauge must be pushed over the thread of the
ULTRACUT FBS II every time before assembly. As soon as the
screw end protrudes over the sleeve, the thread is too worn and The checking gauge, available
is no longer approved for use. The concrete screw must always separately, allows the outer diameter
be checked for visible damage (e.g. corrosion) and replaced, if of the thread to be checked prior to
necessary. the screw being reused; this complies
with the approval for multiple
use.

3
 Applications.
Metal construction
Railings Shelving systems
■ For maximum loads and ■ For the anchoring of impact
minimal edge and axial protection for high shear
spacings in cracked forces.
concrete.

e.g. ULTRACUT FBS II 10x95 SK e.g. ULTRACUT FBS II 14x125 US

Brackets/base plates Ballustrades

■ For maximum loads in ■ With reduced embedment
cracked concrete. depth for use in thin concrete
members from 100 mm
thickness.

e.g. ULTRACUT FBS II 12x110 US e.g. ULTRACUT FBS II 10x60 US

Timber work
Step/rise anchorage Beam anchorage
■ Ideal for very large fixing ■ For the perfect transmission
thicknesses. of force between the screw
and the step/beam.
■ Ideal for adjustment after
installation.

e.g. ULTRACUT FBS II 10x230 US e.g. ULTRACUT FBS II 10x200 US

4
Formwork construction/site facilities
Inclined supports Site facilities in tunnels
■ Reuseable. ■ Reuseable.
■ For the temporary anchoring ■ For the temporary anchoring
of inclined supports or of supply lines in tunnels.
formwork props.

e.g. ULTRACUT FBS II 14x125 US e.g. ULTRACUT FBS II 10x120 US

Sanitary / heating / electrics

Pipelines Cable trays
■ For fast anchoring in a push-
■ For the anchoring of heavy
through installation method.
pipelines.
■ For maximum loads with fire
approval.

e.g. ULTRACUT FBS II 10x90 US e.g. ULTRACUT FBS II 8x70 US

Air conditioner
■ Version with integral washer
and additional Torx Drive for a
perfect installation with tight
mounting rails.

e.g. ULTRACUT FBS II 8x90 US TX

5
 Range.
h2
h2
tfix h nom t fix

do
d0 90°

ULTRACUT FBS II - US - hexagon head ULTRACUT FBS II - SK -countersunk

hnom SW
with integral washer head
X Sd
[mm] [mm]
Concrete screw ULTRACUT FBS II zinc plated FBS 8 x 7 19,5
FBS 10 x 7 22
Item Zinc Approval Drill hole Min. drill hole Screw length Screw-in depth width across Sales unit
plated diameter depth for push- flat / Torx
steel through fixings hnom, 1 tfix hnom, 2 tfix hnom, 3 tfix
Art.-No d0 h2 l
gvz ETA [mm] [mm] [mm] [mm] [mm] [mm] [mm] [mm] [mm] SW / TX [pcs]

ULTRACUT FBS II 8x55 5/- US TX 536851 ■ 8 65 55 50 5 - - - - SW 13/TX 40 50

ULTRACUT FBS II 8x70 20/5 US TX 536852 ■ 8 80 70 50 20 - - 65 5 SW 13/TX 40 50

ULTRACUT FBS II 8x80 30/15 US TX 536853 ■ 8 90 80 50 30 - - 65 15 SW 13/TX 40 50

ULTRACUT FBS II 8x90 40/25 US TX 536854 ■ 8 100 90 50 40 - - 65 25 SW 13/TX 40 50

ULTRACUT FBS II 8x100 50/35 US TX 536855 ■ 8 110 100 50 50 - - 65 35 SW 13/TX 40 50

ULTRACUT FBS II 8x110 60/45 US TX 536856 ■ 8 120 110 50 60 - - 65 45 SW 13/TX 40 50

ULTRACUT FBS II 8x130 80/65 US TX 536857 ■ 8 140 130 50 80 - - 65 65 SW 13/TX 40 50

ULTRACUT FBS II 10x60 5/-/- US 536858 ■ 10 70 60 55 5 - - - - SW 15 50

ULTRACUT FBS II 10x70 15/5/- US 536859 ■ 10 80 70 55 15 65 5 - - SW 15 50

ULTRACUT FBS II 10x80 25/15/- US 536860 ■ 10 90 80 55 25 65 15 - - SW 15 50

ULTRACUT FBS II 10x90 35/25/5 US 536861 ■ 10 100 90 55 35 65 25 85 5 SW 15 50

ULTRACUT FBS II 10x100 45/35/15 US 536862 ■ 10 110 100 55 45 65 35 85 15 SW 15 50

ULTRACUT FBS II 10x120 65/55/35 US 536863 ■ 10 130 120 55 65 65 55 85 35 SW 15 50

ULTRACUT FBS II 10x140 85/75/55 US 536864 ■ 10 150 140 55 85 65 75 85 55 SW 15 50

ULTRACUT FBS II 10x160 105/95/75 US 536865 ■ 10 170 160 55 105 65 95 85 75 SW 15 50

ULTRACUT FBS II 10x200 145/135/115 US 536866 ■ 10 210 200 55 145 65 135 85 115 SW 15 20

ULTRACUT FBS II 10x230 175/165/145 US 536867 ■ 10 240 230 55 175 65 165 85 145 SW 15 20

ULTRACUT FBS II 10x260 205/195/175 US 536868 ■ 10 270 260 55 205 65 195 85 175 SW 15 20

ULTRACUT FBS II 12x70 10/-/- US 536869 ■ 12 80 70 60 10 - - - - SW 17 20

ULTRACUT FBS II 12x85 25/10/- US 536870 ■ 12 95 85 60 25 75 10 - - SW 17 20

ULTRACUT FBS II 12x110 50/35/10 US 536871 ■ 12 120 110 60 50 75 35 100 10 SW 17 20

ULTRACUT FBS II 12x130 70/55/30 US 536872 ■ 12 140 130 60 70 75 55 100 30 SW 17 20

ULTRACUT FBS II 12x150 90/75/50 US 536873 ■ 12 160 150 60 90 75 75 100 50 SW 17 20

ULTRACUT FBS II 14x75 10/-/- US 536874 ■ 14 90 75 65 10 - - - - SW 21 20

ULTRACUT FBS II 14x95 30/10/- US 536875 ■ 14 110 95 65 30 85 10 - - SW 21 20

ULTRACUT FBS II 14x100 35/15/- US 536876 ■ 14 115 100 65 35 85 15 - - SW 21 20

ULTRACUT FBS II 14x125 60/40/10 US 536877 ■ 14 140 125 65 60 85 40 115 10 SW 21 10

ULTRACUT FBS II 14x150 85/65/35 US 536878 ■ 14 165 150 65 85 85 65 115 35 SW 21 10

ULTRACUT FBS II 8x60 10/- SK 536880 ■ 8 70 60 50 10 - - - - TX 40 50

ULTRACUT FBS II 8x80 30/15 SK 536881 ■ 8 90 80 50 30 - - 65 15 TX 40 50

ULTRACUT FBS II 8x90 40/25 SK 536882 ■ 8 100 90 50 40 - - 65 25 TX 40 50

ULTRACUT FBS II 10x65 10/-/- SK 536884 ■ 10 75 65 55 10 - - - - TX 50 50

ULTRACUT FBS II 10x80 25/15/- SK 536885 ■ 10 90 80 55 25 65 15 - - TX 50 50

ULTRACUT FBS II 10x95 40/30/10 SK 536886 ■ 10 105 95 55 40 65 30 85 10 TX 50 50

ULTRACUT FBS II 10x100 45/35/15 SK 536887 ■ 10 110 100 55 45 65 35 85 15 TX 50 50

ULTRACUT FBS II 10x120 65/55/35 SK 536888 ■ 10 130 120 55 65 65 55 85 35 TX 50 50

6
Additional assortment.

FFD
ULTRACUT FBS II Hex nut Torx nut MaXX Bit TX 40 Bit TX 50 Filling washer Washer for concrete screw
checking gauge FUP ULTRACUT FBS II 10, e.g. for use in timber

Complement for ULTRACUT FBS II

Item Art.No Internal-diameter External-diameter Torx-Drive Suitable for ULTRACUT FBS II Sales unit

[mm] [mm] [TX] [pcs]

ULTRACUT FBS II checking gauge FUP 10 537201 12,0 - - FBS II 10 1
ULTRACUT FBS II checking gauge FUP 12 537202 13,9 - - FBS II 12 1
ULTRACUT FBS II checking gauge FUP 14 537203 15,6 - - FBS II 14 1
Nut Hexagon 13 538578 - - - FBS II 8 1
Nut Hexagon 15 538579 - - - FBS II 10 1
Nut Hexagon 17 538580 - - - FBS II 12 1
Nut Hexagon 21 538581 - - - FBS II 14 1
Nut TORX 40 1/2" - 1/4" 1) 538575 - - - FBS II 1
Nut TORX 50 1/2" - 15/16"2) 538576 - - - FBS II 1
Bit TX 40 533159 - - TX 40 FBS II 8 5
Bit TX 50 538574 - - TX 50 FBS II 10 SK 1
Filling washer 1 538458 12,0 26 FBS II 8 4
Filling washer 2 538459 14,2 30 FBS II 10, FBS II 12 4
Filling washer 3 538460 19,2 38 FBS II 14 4
Washer for ULTRACUT FBS II 10 520471 13,5 44 FBS II 10 50

1) Suitable for FMB T40 MaXX Bit W5

2) Suitable for FPB Profibit T50 5/16” W1

7
Installation parameters and loads.
Installation parameters concrete C 20/25 - C50/60
ULTRACUT FBS II Concrete screw 8 10 12 14 Type US Type SK
Drill hole diameter [mm] d0 8 10 12 14 h2
h2 h nom
Nominal screw-in depth hnom hnom1 50 55 60 65 hnom tfix x

hnom2 - 65 75 85

hnom3 65 85 100 115

d0 d0 S d 90°
Drill hole depth (push-through installation) [mm] h2 ≥ l + 10 l + 10 l + 10 l + 15
Clearance hole diameter [mm] df 10,6 - 12 12,8 - 14 14,8 - 16 16,9 - 18
l SW
Maximum torque for installation with impact screw Timp, max 600 650 650 650 X Sd
driver in concrete [mm] [mm]
Maximum torque for manual installation in concrete Tmax 65 100 150 250 ULTRACUT FBS II 8 6 20
ULTRACUT FBS II 10 7 23
Width across flat SW 13 15 17 21
Drive Torx TX 40 TX 50 _ _
(SK a. US) (SK)

Installation parameters masonry

ULTRACUT FBS II Concrete screws
Compressive strength Size [mm] 8 10
Base material class
[N/mm2] hnom [mm] 65 85
Solid clay brick (EN771-1) ≥ 12 Tinst [Nm] 5 10
Solid sand-lime brick (EN771-2) ≥ 12 Tinst [Nm] 15 15
Aerated concrete (EN771-4) ≥6 Tinst [Nm] 5 10

Concrete screw ULTRACUT FBS II

Highest permissible loads for a single anchor1) in concrete C20/254)
For the design the complete assessment ETA-15/0352 has to be considered.
Cracked concrete Non-cracked concrete
Type Nominal Min. Installation Permissible Permissible Min. Min. Permissible Permissible Min. Min.
embedment member thick- torque tensile load shear load spacing edge distance tensile load shear load spacing edge distance
depth ness
hnom hmin Tinst, max 5) Nzul3) Vzul3) smin2) cmin2) Nzul3) Vzul3) smin2) cmin2)

[mm] [mm] [Nm] [kN] [kN] [mm] [mm] [kN] [kN] [mm] [mm]
50 100 2,9 4,2 35 35 5,9 5,9 35 35
FBS II 8 ≤ 600
65 120 5,7 9,0 35 35 9,0 9,0 35 35
55 100 4,3 4,8 40 40 6,8 6,8 40 40
FBS II 10 65 120 5,7 12,5 40 40 8,8 14,0 40 40
85 140 9,6 16,6 40 40 13,5 16,6 40 40
60 110 5,5 11,0 50 50 7,7 15,2 50 50
FBS II 12 75 130 ≤ 650 8,0 15,2 50 50 11,2 15,2 50 50
100 150 12,5 20,3 50 50 17,5 20,3 50 50
65 120 6,1 12,1 60 60 8,5 17,0 60 60
FBS II 14 85 140 9,4 18,8 60 60 13,2 22,1 60 60
115 180 15,4 29,4 60 60 21,6 29,4 60 60

1) The partial safety factors for material resistance as regulated in the assessment as well as a partial safety 3) For combinations of tensile loads, shear loads, bending moments as well as reduced edge distances or
factor for load actions of γL = 1,4 are considered. As an single anchor counts e.g. an anchor with a spac- spacings (anchor groups) see assessment.
ing s ≥ 3 x hef and an edge distance c ≥ 1,5 x hef. 4) For higher concrete strength classes up to C50/60 higher permissible loads may be possible.
2) Minimum possible axial spacings resp. edge distance while reducing the permissible load. 5) Maximun allowable torque moment for installation with any tangential impact screw driver.

8
Installation parameters and loads.
Concrete Screw ULTRACUT FBS II
Highest permissible loads1) for a single anchor for use as a temporary fixing of site equipment 4).
For the design the complete approval Z-21.8-2049 has to be considered.
Drill hole diameter d0 / screw diameter [mm] 8 10 12 14
Nominal anchoring depth [hnom] [mm] 50 65 55 65 85 60 75 100 65 85 115
Permissible Loads Nperm3) for cracked and non-cracked concrete
Concrete strength fck,cube ≥ 10 N/mm2 [kN] 1,9 3,6 2,2 2,9 5,8 2,8 4,0 7,6 2,3 3,6 8,9
Concrete strength fck,cube ≥ 15 N/mm2 [kN] 2,3 4,4 2,7 3,5 7,1 3,4 4,9 9,3 2,8 4,4 10,8
Concrete strength fck,cube ≥ 20 N/mm2 [kN] 2,6 5,1 3,1 4,1 8,1 3,9 5,6 10,8 3,2 5,0 12,6
Concrete strength fck,cube ≥ 25 N/mm2 [kN] 2,9 5,6 3,5 4,5 9,1 4,4 6,1 12,0 3,6 5,6 14,0
Minimum concrete member thickness [mm] 100 150 105 130 205 120 150 240 115 150 255

Minimum spacing2) [mm] 200 300 310 260 410 240 300 180 230 300 510

Minimum edge distance in load direction2) [mm] 65 100 70 85 135 80 100 160 75 100 170

Minimum edge distance rectangular to load direction2) [mm] 100 150 105 130 205 120 150 240 115 150 255

Torque moment with impact screw driver Timp, max 400 400 400 400 650 400 400 650 400 400 650

Torque moment with standard torque wrench Tmax 45 65 65 65 100 75 75 150 75 75 150
1) The partial safety factor for load actions of γL = 1,4 is considered. 3) Valid for tensile load, shear load and oblique load under any angle. Exception: perpendicular to the axis of
2) Minimum spacing and edge distance for single anchors. tilt-up brace acting forces.
4) E.g. tilt-up braces, fall protections and scaffoldings.

Concrete screw ULTRACUT FBS II

Highest recommended loads 1) 3) for each fixing point4) 5) 6) 7) in solid brick masonry.
Compressive strength class FBS II 8 FBS II 10
Base material Type
[N/mm²]

Nominal embedment depth hnom [mm] 65 85

≥ 12 Fempf 2) [kN] 1,1 1,4
Solid clay brick (EN771-1)
≥ 20 Fempf 2) 8) [kN] 1,6 1,6
≥ 12 Fempf 2) 8) [kN] 1,2 1,2
Solid sand-lime brick (EN771-2)
≥ 20 Fempf 2) 8) [kN] 1,2 1,2

Aerated concrete (EN771-4) ≥6 Fempf 2)) [kN] 0,7 0,9

Minimum spacing within anchor groups of 2 or 4 anchors smin [mm] 80

Minimum distance to the horizontal joint cmin,v [mm] 20
Minimum distance to the vertical joint cmin,h [mm] 40
Minimum distance to the free edge cmin,free [mm] 200
1) An appropriate safety factor is considered. 5) The given data are valid for multiple fixings of non-structural applications.
2) The given loads apply to the given brick measures. For bigger sizes higher recommended loads may be 6) A fixing point can be a single anchor, 2 anchors or 4 anchors with a minimum spacing smin. Anchor
possible. In this case please contact our technical department for further advice. groups of 4 anchors are arranged in rectangular disposition.
3) Valid for tensile load, shear load and oblique load under any angle. 7) The fixing points have to be arranged in this way that there will be always maximum one fixing point
4) On - site screw testing is recommended to validate technical data. If the joints are not visible 100% arranged in one brick.
anchor testing is recommended.

9
 fischer FIXPERIENCE.
The design and information software suite.
 The modular design program includes engineering software and
REBAR
FIX
-
application modules.
RAIL-
FIX C-  The software is based on international design standards (ETAG 001 and
FIX
EC2, such as EC1, EC3 and EC5), including the national application docu-
LL -
INSTA
FIX ments. All common force and measurement units are available.
R-
MORTA
E FIX  Incorrect input will be recognized and the software gives tips to get a
WOOD
-
RIENC
FIX FIXPE correct result. This ensures a safe and reliable design every time.
 The graphical display can easily be rotated through 360°, panned, tilted
or zoomed as required.
 The 3D display gives a detailed and realistic image.
 The “live update” feature helps to keep the program up to date ensuring
you are always working with the latest version.
 Free download and updates at www.fischer.de/fixperience-en

Our service to you.

We are available to you at any time as a reliable partner to offer technical
support and advice:
 Our products range from chemical resin systems to steel anchors through
to nylon anchors.
 Competence and innovation through own research, development and
production.
 Global presence and active sales service in over 100 countries.
 Qualified technical consulting for economical and compliant fastening
solutions. Also on-site at the construction site if requested.
 Training sessions, some with accreditation, at your premises or at the
fischer ACADEMY.
 Design and construction software for demanding applications.

538782(1) · 09/2016 · V-MKS/RC · Printed in Germany · Reserve technical changes

This is what fischer stands for.

FIXING SYSTEMS AUTOMOTIVE SYSTEMS FISCHERTECHNIK CONSULTING

See the extensive main catalogue or visit our website at www.fischer.de for information
about the complete fischer range

fischerwerke GmbH & Co. KG

Klaus-Fischer-Straße 1 · 72178 Waldachtal
Germany
Tel. +49 7443 12-0 · Fax +49 7443 12-4220
www.fischer.de · info@fischer.de
fischer bolt anchor FBZ
The cost-efficient fixing solution
for cracked and non-cracked concrete

■ Safe function and easy installation

■ For high load capacity and minimum edge distance and axial spacing

■ Two anchorage depths for more flexibility and applications

■ The assessment document (ETA) covers the use of hollow drills

and diamond drills

■ Assortment: M8 – M16 available in zinc-plated steel and stainless steel A4

Recommendation Approvals

■ Suitable for the following

Fire resistance
building materials: classification
ETA-17/0624
cracked and non-cracked EAD 330232-00-0601

concrete Option 1 for cracked concrete

 Push-through installation

1 2 3 4 5

Create drill hole. Clean drill hole. Drive in anchor. Apply installation torque. Finished!

Assortiment bolt anchor FBZ and FBZ GS (with large washer)

Art.-No. Approval Drill Min. drill Anchor Standard Reduced Washer Thread Sales
diameter hole depth length embedment depth embedment depth (outer unit
for push- with respective with respective diameter x
through usable length usable length thickness)
Steel, stainless installation
zinc-plated steel

do h2 l hef, std. tfix hef, red. tfix ∅ x length gvz A4

Item gvz A4 ETA [mm] [mm] [mm] [mm] [mm] [mm] [mm] [mm] [mm] [pcs] [pcs]
FBZ 8/10 543400 543409 ■ 8 70 75 45 10 35 1) 20 16 x 1.6 M 8 x 38 50 50
FBZ 10/10 543401 543410 ■ 10 87 95 60 10 40 30 20 x 2.0 M 10 x 53 50 50
FBZ 10/20 543402 543411 ■ 10 97 105 60 20 40 40 20 x 2.0 M 10 x 63 25 50
FBZ 10/30 543961 543963 ■ 10 107 115 60 30 40 50 20 x 2.0 M 10 x 73 25 50
FBZ 12/10 543403 543412 ■ 12 99 110 70 10 50 10 24 x 2.5 M 12 x 61 20 20
FBZ 12/20 543404 543413 ■ 12 109 120 70 20 50 20 24 x 2.5 M 12 x 71 20 20
FBZ 12/30 543962 543964 ■ 12 119 130 70 30 50 50 24 x 2.5 M 12 x 81 20 20
FBZ 16/25 543405 543414 ■ 16 133 148 85 25 65 45 30 x 3.0 M 16 x 84 10 20
FBZ 8/10 GS 543406 543415 ■ 8 70 75 45 10 35 1) 20 22 x 2.5 M 8 x 38 50 50
FBZ 10/10 GS 543407 543416 ■ 10 87 95 60 10 40 30 25 x 3.0 M 10 x 53 50 50
FBZ 10/20 GS – 543417 ■ 10 97 105 60 20 40 40 25 x 3.0 M 10 x 63 – 50
FBZ 12/10 GS 543408 – ■ 12 99 110 70 10 50 30 30 x 3.0 M 12 x 61 20 –
1) With reduced embedment depth only for statically interdeterminate systems.

Selection aid – bolt anchor FBZ in comparison to bolt anchor FAZ II

Bolt anchor FBZ Bolt anchor FAZ II
Permissible tension load  
Permissible shear load  
Size M6 –
Size M8 – M16
Size M20 – M24 –
Zinc-plated steel
Stainless steel A4
Highly corrosion resistant steel (1.4529) –
Earthquake (Seismic C1 and C2) –
ICC approval (for America) –
Design and information software FIXPERIENCE (C-FIX)
Embedment depths per anchor diameter (M8 – M16) two variable
Effective length / clamp thickness up to 30 mm up to 300 mm
Drilling of boreholes with hollow drills
Drilling of boreholes with diamond core bits
Application under fire exposure
Cap nut version –
 high |  very high | included in assessment
 Minimum spacings
Permissible loads of a single anchor in cracked normal concrete (concrete tension zone)
while reducing
of strength class C20/25 (~B25) 1) 2) 3) 7)
the load
Type Material fixing Min. member Effective an- Installation Permissible Permissible Required edge distance Required Min. Min.
element thickness chorage depth torque tension load shear load (with one edge) for spacing for spacing edge distance
Max. tension Max. shear Max. load
load load
hmin hef Tinst Nperm 5) Vperm 5) c c scr smin cmin
[mm] [mm] [Nm] [kN] [kN] [mm] [mm] [mm] [mm] [mm]
gvz. 6.8 175
80 35 4) 1.9 45 105 40 45
A4 8.8 235
gvz. 6.8 170
FBZ 8 80 20
A4 9.2 235
45 2.8 40 135 35 40
gvz. 6.8 150
100
A4 9.2 210
gvz. / A4 80 40 3.3 11.2 45 290 120 40 45
gvz. 12.2 270
100 60 60
FBZ 10 A4 45 15.1 340
60 4.7 180 40
gvz. 12.2 245
120 45 45
A4 15.1 310
gvz. 17.4 400
100 50 4.7 55 150 50 55
A4 18.7 430
gvz. 17.4 350
FBZ 12 120 60 60
A4 21.3 435
70 7.6 75 210 50
gvz. 17.4 320
140 55
A4 21.3 400
gvz. / A4 140 65 7.1 28.7 75 545 195 65 65
gvz. 31.4 585
140 80
FBZ 16 A4 110 32.6 610
85 12.3 115 255 65
gvz. 31.4 525
170 65
A4 32.6 545

Minimum spacings
Permissible loads of a single anchor in non-cracked normal concrete (concrete compression zone)
while reducing
of strength class C20/25 (~B25) 1) 2) 3)
the load
Type Material fixing Min. member Effective an- Installation Permissible Permissible Required edge distance Required Min. Min.
element thickness chorage depth torque tension load shear load (with one edge) for spacing for spacing edge distance
Max. tension Max. shear Max. load
load load
hmin hef Tinst Nzul 5) Vzul 5) c c scr smin cmin
[mm] [mm] [Nm] [kN] [kN] [mm] [mm] [mm] [mm] [mm]
gvz. 6.8 175
80 35 4) 1.9 45 105 40 45
A4 8.8 235
gvz. 6.8 170
FBZ 8 80 20
A4 9.2 235
45 2.8 40 135 35 40
gvz. 6.8 150
100
A4 9.2 210
gvz. / A4 80 40 3.3 11.2 45 290 120 40 45
gvz. 12.2 270
100 60 60
FBZ 10 A4 45 15.1 340
60 4.7 180 40
gvz. 12.2 245
120 45 45
A4 15.1 310
gvz. 17.4 400
100 50 4.7 55 150 50 55
A4 18.7 430
gvz. 17.4 350
FBZ 12 120 60 60
A4 21.3 435
70 7.6 75 210 50
gvz. 17.4 320
140 55
A4 21.3 400
gvz. / A4 140 65 7.1 28.7 75 545 195 65 65
gvz. 31.4 585
140 80
FBZ 16 A4 110 32.6 610
85 12.3 115 255 65
gvz. 31.4 525
170 65
A4 32.6 545
For the design the complete assessment ETA-17/0624 has to be considered. 6)
1) The partial safety factors for material resistance as regulated in the ETA-17/0624 as well as a partial 5) For combinations of tensile loads, shear loads, bending moments as well as reduced edge distances or
safety factor for load actions of γL = 1.4 are considered. As an single anchor counts e.g. an anchor with a spacings (anchor groups) see ETA-17/0624.
spacing s ≥ 3·hef and an edge distance c ≥ 1.5·hef. Accurate data see ETA-17/0624. 6) The given loads refer to the European Technical Assessment ETA-17/0624, issue date 08/09/2017.
2) For higher concrete strength classes up to C50/60 higher permissible loads may be possible. Design of the loads according TR055/ETAG 001, Annex C, Method A (for static resp. quasi-static loads).
3) Drill method Hammer drilling resp. hollow drilling. 7) A reinforcement in the concrete to prevent splitting is required. The width of the cracks has to be limited
4) The anchorage depths smaller than 40 mm are only allowed for single anchors as part of a multiple fixing under consideration of the splitting forces at wk ~ 0.3 mm.
of non-structural systems.
fischer FIXPERIENCE.
The design and information software suite.
 The modular design program includes engineering software and
REBAR
FIX
-
application modules.
RAIL-
FIX C-  The software is based on international design standards (ETAG 001 and
FIX
EC2, such as EC1, EC3 and EC5), including the national application docu-
LL -
INSTA
FIX ments. All common force and measurement units are available.
R-
MORTA
- NCE
FIX  Incorrect input will be recognized and the software gives tips to get a
WOOD RIE
FIX FIXPE correct result. This ensures a safe and reliable design every time.
 The graphical display can easily be rotated through 360°, panned, tilted
or zoomed as required.
 The 3D display gives a detailed and realistic image.
 The “live update” feature helps to keep the program up to date ensuring
you are always working with the latest version.
 Free download and updates at www.fischer.de/fixperience-en

Our service to you.

We are available to you at any time as a reliable partner to offer technical
support and advice:
 Our products range from chemical resin systems to steel anchors through
to nylon anchors.
 Competence and innovation through own research, development and
production.
 Global presence and active sales service in over 100 countries.
 Qualified technical consulting for economical and compliant fastening
solutions. Also on-site at the construction site if requested.
 Training sessions, some with accreditation, at your premises or at the
fischer ACADEMY.
 Design and construction software for demanding applications.

Regional Presence

U.A.E
State of Qatar Kingdom of Bahrain
fischer FZE (Regional Office) Tel: +974 4036 3100 Tel: +973 17408090
R/A 07, BA 01 - 04 Fax: +974 4471 0898 Fax: +973 17404323
Jebel Ali Free Zone Email: qatar@fischer.ae Email: bahrain@fischer.ae
Dubai, UAE
P. O. Box 261738 Kingdom of Saudi Arabia Sultanate of Oman
Tel: +971 4 883 7477 Tel: +966 13 8140866 Tel: +968 24445425/26/27/28/30
Fax: +971 4 883 7476 Fax: +966 13 8140855 Fax: +968 24445423
Email: enquiry@fischer.ae Email: saudi@fischer.ae Email: oman@fischer.ae

State of Kuwait Pakistan

Abu Dhabi Tel: +965 2481 8786, Tel: +923 01 8266216
Tel: +971 2 552 5777 +965 2482 5972 Email: pakistan@fischer.ae
Fax: +971 2 552 6566 Fax: +965 2481 8385
Email: enquiry@fischer.ae Email: kuwait@fischer.ae

Follow us:
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fischer
FXA Through Bolts
A compact range of throughbolts for
non-cracked concrete

ETA-13/0772
ETAG 001-02

Option 7 for non-cracked concrete

Through Bolt FXA.
For standard requirements.
Simple and compact.
The unity of design holds the The drive-in pin prevents
expansion clip firmly in place damage to the thread during
during installation installation. Head marking
denotes anchorage depth.

The cone is pulled into the Long thread for stand-off

expansion clip which expands installations The embossed head offers a
it against the drill hole wall. simple control of the anchor
depth

Ideal for a large number of applications Cost effective fixing

■ The FXA is suitable for pre-positioned and push-through
installation; also suitable for stand-off installation under certain
conditions.
■ Prior to installation, place the hexagon nut in the optimal position
(the drive-in pin projects by approx. 3mm out of the hexagon nut).
■ When applying the torque, the cone bolt is pulled into the expansion
clip and expands it against the drill-hole wall.

Steel construction Column bases

Suitable for:
Steel constructions, Manholes, Consoles, Ladders, Machines,
Staircases, Gates, Façades

Your advantages at a glance

■ The compact range makes it easy to use for applications in non-
cracked concrete.
Guard rails Manholes
■ The long thread balances component tolerances and allows for
stand-off installations.
■ The drive-in pin protects the thread from damage.

Approved for the following construction materials

■ Concrete C20/25 to C50/60, non-cracked
Also suitable for
■ Concrete C12/15
■ Natural stone with dense structure
Range.
Installation

FXA Through bolt

zinc-plated Drill hole Clearance hole Min drill hole depth Anchor Max. usable Width across Sales
Item steel diameter in fixture for through fixing length length nut  SW unit
Art.-No. ETA [mm] [mm] [mm] [mm] [mm] [mm] [pcs]
FXA 8/5 x 66 523129 ■ 8 9 61 66 5 13 50
FXA 8/10 x 71 523131 ■ 8 9 66 71 10 13 50
FXA 8/30 x 91 523132 ■ 8 9 86 91 30 13 50
FXA 10/10 x 86 523133 ■ 10 12 78 86 10 17 50
FXA 10/20 x 95 523134 ■ 10 12 88 95 20 17 50
FXA 10/50 x 126 523135 ■ 10 12 118 126 50 17 20
FXA 10/100 x 176 523136 ■ 10 14 168 176 100 17 20
FXA 12/10 x 106 523137 ■ 12 14 95 106 10 19 20
FXA 12/20 x 116 523138 ■ 12 14 105 116 20 19 20
FXA 12/30 x 126 523139 ■ 12 14 115 126 30 19 20
FXA 12/50 x 146 523141 ■ 12 14 135 146 50 19 20
FXA 12/100 x 196 523142 ■ 12 14 185 196 100 19 20
FXA 16/25 x 145 523143 ■ 16 18 129 145 25 24 10
FXA 16/50 x 170 523144 ■ 16 18 154 170 50 24 10
FXA 16/100 x 220 523145 ■ 16 18 204 220 100 24 10

Through Bolt FXA. Highest permissible loads for a single anchor in non-cracked concrete C20/25.
For the design the complete approval ETA - 13/0772 has to be considered.
Load Data
Type Effective anchorage depth Min member thickness Installation torque Permissible tensile load Min. spacing Min edge distance
[mm] [mm] (Nm) [kN] [mm] [mm]
M8 40 100 15 4.76 40 45
M10 50 100 30 6.35 70 55
M12 65 120 50 9.92 70 70
M16 80 160 100 16.67 120 90

1)
The partial safety factors for material resistance as regulated in the approval as well as a partial safety factor for load actions of γL = 1,4 are
considered. As an single anchor counts e.g. an anchor with a spacing s ≥ 3 x hef and an edge distance c ≥ 1,5 x hef. Accurate data see approval.
2)
Minimum possible axial spacings resp. edge distance while reducing the permissible load.
3)
For combinations of tensile loads, shear loads, bending moments as well as reduced edge distances or spacings (anchor groups) see approval.
4)
For higher concrete strength classes up to C50/60 higher permissible loads may be possible.
Not available on Compufix
 Design software C-Fix simplifies
design and construction.
 Design fixing solutions with steel and bonded
anchors safely and economically without great
effort.
 An automatic calculation gives immediate
information on the effect of changes to input
criteria.
 The user-friendly Windows interface e ­ nables use
without the need for lengthy training
 Using 3D navigation, you can easily rotate, pan, tilt
and zoom designs in the space.
 An automatic wizard provides support with
detailed instructions.
 Verifiable document.
 Free download and updates at
www.fischer.de | www.fischer.co.uk

Our comprehensive service to you.

We are available to you at any time as a reliable
partner to offer technical support advice:
 Our products range from chemical systems to
steel anchors through to nylon anchors.
 Competence and innovation through own
research, development and production.
 Global presence and active sales service in over
100 countries.
 Qualified application-specific consulting for
efficient anchor solutions in line with statutory
guidelines. On-site consultations and site tests on
request.
 External / internal training sessions, in-house
seminars and CPD Seminars.
 Design and construction software for demanding
applications.

fischer fixings UK Ltd.

Whitely Road, Wallingford, OXON, OX10 9AT
Tel. 01491 827900· Fax. 01491 827 953
www.fischer.uk · sales@fischer.co.uk · technical@fischer.co.uk
Hollow-ceiling anchor FHY

The installation-friendly internally threaded anchor for fixings

in pre-stressed hollow-core concrete slabs

APPROVALS

High performance
steel anchors
Cable trays in pre-stressed
hollow-core concrete slabs

ADVANTAGES BUILDING MATERIALS VERSION

The active principle of the anchor means that the FHY can Approved for: Zinc-plated steel
be used in cavities or in solid materials up to 5cm from the Pre-stressed hollow-core Stainless steel
tensioning wire. This ensures the highest flexibility and concrete slabs ≥ C45/55
user-friendly installation.
The embossed edge prevents the anchor sleeve from slipping
in the cavity, thus allowing for trouble-free installation.
The optimised geometry minimises setting energy and allows
for use in extremely narrow spaces. This allows for user-
friendly installation.
The metric internal thread means that it is possible to use
standard screws or threaded rods for the ideal adaptation to
suit the intended use.

INSTALLATION

The FHY is suitable for pre-positioned installation.

Position the FHY hollow-ceiling anchor in the drill hole and drive flush to the surface of the anchor base using the hammer.
The FHY pre-positioned anchor must be able to be supported on the attachment for expansion.
When applying the torque, the cone is pulled into the expansion sleeve and expands it into the cavity or expands it in the solid material
against the drill hole wall.
Screw length Is = Minimum screw-in depth e₂ + Thickness of fixture tnx + Thickness of washer (with threaded rod: + height of nut)

FHY M6 FHY M8 FHY M10 FHY M6 FHY M8 FHY M10

Anchor size
gvz gvz gvz A4 A4 A4
Web thickness du (mm) 25 - 29 30 - 39 ≥40 25 - 29 30 - 39 ≥40 30 - 39 ≥40 25 - 29 30 - 39 ≥40 25 - 29 30 - 39 ≥40 30 - 39 ≥40
Min. anchorage depth hef (mm) 30 30 30 35 35 35 40 40 30 30 30 35 35 35 40 40
Torque moment Tinst (Nm) 10.0 10.0 10.0 10.0 10.0 10.0 20.0 20.0 10.0 10.0 10.0 10.0 10.0 10.0 20.0 20.0
Min. spacing Smin (mm) 70 80 100 70 80 100 80 100 70 80 100 70 80 100 80 100
Min. edge distance Cmin (mm) 100 100 100 100 100 100 100 100 100 100 100 100 100 100 100 100

89
 Hollow-ceiling anchor FHY

TECHNICAL DATA

Hollow-ceiling anchor FHY, zinc-plated steel

High performance

Zinc-plated Stainless Drill hole Anchor Thread Min drill Min. bolt Sales unit
steel anchors

steel steel diameter length hole depth penetration

do I M h1 IE,min
Item Art-No. Art-No. (mm) (mm) (mm) (mm) (pcs)
gvz A4*
FHY M 6 030138 030139 10 37 M6 50 37 50
FHY M 8 030146 030147 12 43 M8 60 43 25
FHY M10 030148 030151 16 52 M 10 65 52 20
* Without ETA approval.

LOADS

Design ²⁾ and recommended ¹⁾ resistance for a single anchor in pre-stressed hollow-core concrete slabs of strength class ≥ B55 resp.
C45/55 For the design the complete approval Z-21.1-1711 has to be considered.

Pre-stressed hollow-core concrete slabs

Web thickness Design load Recommanded load

du Fd ³⁾ Frec ³⁾
Item (mm) (kN) (kN)
25 - 29 0.98 0.7
FHY M6 gvz 30 - 39 1.26 0.9
≥ 40 2.80 2.0
25 - 29 0.98 0.7
FHY M8 gvz 30 - 39 1.26 0.9
≥ 40 2.80 2.0
30 - 39 1.68 1.2
FHY M10 gvz
≥ 40 4.20 3.0
25 - 29 0.98 0.7
FHY M6 A4 30 - 39 1.26 0.9
≥ 40 2.80 2.0
25 - 29 0.98 0.7
FHY M8 A4 30 - 39 1.26 0.9
≥ 40 2.80 2.0
30 - 39 1.68 1.2
FHY M10 A4
≥ 40 4.20 3.0

(1)The partial safety factors for material resistance as regulated in the approval as well as a partial (3) Valid for tensile load, shear load and oblique load under any angle. For combinations of tensile
safety factor for load actions of L= 1,4 are considered. loads, shear loads, bending moments as well as reduced edge distances or spacings (anchor groups)
(2)The required safety factor for material is considered. see approval.

90
Accessories
Threaded rod G / Threaded stud GS

PROPERTIES THREADED ROD G

G Material (G 6 – G 24): DIN 976 Steel 4.8
acc. to DIN EN ISO 898-1
Material (G 1/2” – G 3/4”): Steel S235 JR
(material no. 1.0037) acc. to DIN EN 10025
GS Zinc plating: Electro zinc plated, 5 - 8 µm

PROPERTIES THREADED STUD GS PROPERTIES THREADED STUD GS A4 PROPERTIES THREADED ROD G A2/A4
Material: DIN 976 Steel 4.6 acc. to DIN Material A4: Stainless steel of thec orro- Material A2: Stainless steel of the corro-
EN ISO 898-1 sion resistance class III, e.g. A4 sion resistance class II, e.g. A2
Zinc plating: Electro zinc plated, 3 - 8 µm Material A2: Stainless steel of thecorro-
sion resistancec lass III, e.g. A4

TECHNICAL DATA

Qty. per box Length Thread Type Art.-N0. Qty. per box Length Thread
L M L M
Item Art.-N0. (pcs.) (mm) (pcs.) (mm)
Threaded rod G Threaded stud GS
G6 020956 50 1000 M6 G S 8/25 079750 100 25 M8
G8 079740 25 1000 M8 GS 8/40 079751 100 40 M8
G 10 079744 25 1000 M 10 GS 8/50 079752 100 50 M8
G 12 020957 20 1000 M 12 GS 8/60 079753 100 60 M8
G 16 020958 10 1000 M 16 GS 8/70 079754 100 70 M8
G 20 557295 5 1000 M 20 GS 8/80 079755 100 80 M8
G 24 557270 5 1000 M 24 GS 8/100 079757 100 100 M8
G 8/2 079741 25 2000 M8 GS 8/150 079758 50 150 M8
G 10/2 079745 25 2000 M 10 GS 8/200 079759 50 200 M8
G 12/2 579746 25 2000 M 12 GS 10/25 079765 100 25 M 10
G 10/3 557092 5 3000 M 10 GS 10/40 079766 100 40 M 10
G 12/3 064056 5 3000 M 12 GS 10/60 079767 100 60 M 10
G 1/2” 064093 10 2000 1/2” GS 10/80 079768 100 80 M 10
G 3/4” 077580 5 2000 3/4” GS 10/100 079769 100 100 M 10
Stainless Steel A2 GS 10/120 079770 50 120 M 10
G 8 A2 77644 5 1000 M8 GS 10/150 079771 50 150 M 10
G 10 A2 65173 5 1000 M 10 GS 10/200 079772 50 200 M 10
Stainless Steel A4 GS 12/40 091442 100 40 M 12
G 8 A4 77645 5 1000 M8 GS 12/60 091443 100 60 M 12
G 10 A4 65174 5 1000 M 10 GS 12/80 091444 100 80 M 12
Threaded stud GS A4 GS 12/100 091461 100 100 M 12
GS 8/40 A4 505536 100 40 M8 GS 12/120 091462 50 120 M 12
GS 8/60 A4 505537 100 60 M8 GS 12/150 091463 50 150 M 12
GS 10/40 A4 505538 100 40 M 10 GS 12/200 091464 50 200 M 12
GS 10/60 A4 505539 100 60 M 10 -- -- -- -- --

LOADS
Technical Data - Threaded Rod GS
Weight Stressed Moment of Section Permissible
area inertia modulus tensile force
Item (kg/m¹) (mm²) (mm⁴) (mm³) (kN)
GS 8 0.39 37 201 50 5.3
GS 10 0.61 58 491 98 8.4
GS 12 0.88 84 1018 170 12.1
(1) - Yield strength = 240 Mpa (2) -Material safety factor = 1.2 & Load safety factor 1.4 are included
Technical Data - Threaded Rod G
Weight Stressed Moment of Section Permissible
area inertia modulus tensile force
Installation

Item (kg/m¹) (mm²) (mm⁴) (mm³) (kN)

21 3.9
System

G6 0.22 20 64
G8 0.39 37 201 50 7.0
G 10 0.61 58 491 98 11.1
G 12 0.88 84 1018 170 16.2
G 14 1.20 115 1885 269 22.2
G 16 1.57 157 3216 402 30.1
G 18 1.99 192 5152 572 37.0
G 20 2.45 245 7853 785 47.0
G 22 2.97 303 11497 1045 58.3
G 24 3.53 353 16283 1357 67.7
(1) - Yield strength = 320 Mpa (2) -Material safety factor = 1.2 & Load safety factor 1.4 are included

207
 Threaded rod TRS

PROPERTIES
Material (G 6 – G 24): Steel 4.8 acc. to
ISO 898 - 1
Zinc plating: Electro Galvanized,5 - 8 µm
TRS

TECHNICAL DATA

Qty. per box Length Thread

Item Art.-N0. (pcs.)

TRS 6x1 mtr GI 516559 50 1000 M6
TRS 8x1 mtr GI 516560 25 1000 M8
TRS 10x1mtr GI 516561 25 1000 M 10
TRS 12x1mtr GI 516562 20 1000 M 12
TRS 16x1mtr GI 516581 10 1000 M 16
TRS 20x1mtr GI 516564 5 1000 M 20
TRS 24x1mtr GI 516565 5 1000 M 24
TRS 6x2mtr GI 516568 25 2000 M6
TRS 8x2mtr GI 516569 25 2000 M8
TRS 10x2mtr GI 516570 25 2000 M 10
TRS 12x2mtr GI 516571 25 2000 M 12
TRS 16x2mtr GI 516563 10 2000 M 16
TRS 6x3mtr GI 516588 25 3000 M6
TRS 8x3mtr GI 516573 25 3000 M8
TRS 10x3mtr GI 516574 20 3000 M 10
TRS 12x3mtr GI 516575 10 3000 M 12
TRS 16x3mtr GI 516572 5 3000 M 16

Threaded rod TRSL

PROPERTIES
Material: ISO 898-1, DIN 975 & 976
(Steel: 4.8)
Finish: Hot Dip Galvanized (as per
TRSL ASTM A153)
Material SS316: DIN EN ISO 3506-1

TECHNICAL DATA

Item Art.-N0. Art.-N0. Length Thread

HDG 4.8 SS 316

TRSL 6x2 mtr 516576 516584 2000 M6
TRSL 8x2 mtr 516578 516585 2000 M8
TRSL 10x2 mtr 516579 516586 2000 M 10
TRSL 12x2 mtr 516580 516587 2000 M 12
TRSL 16x2 mtr 516582 516647 2000 M 16
TRSL 8x3 mtr 516583 516589 3000 M8
Installation

TRSL 10x3 mtr 516557 516590 3000 M 10

System

TRSL 12x3 mtr 516558 516591 3000 M 12

208
Hexagonal Bolt SKS

PROPERTIES
SKS Zinc plating: Electro zinc plated, 3 – 8 µm
acc. DIN-EN-ISO 4017, steel 8.8
Material A4: Stainless steel of the corrosion
L resistance class III, e.g. A4

TECHNICAL DATA

Qty. per box Length Thread Width across nut

L D SW
Item Art.-N0. (pcs.) (mm)
SKS 6 x 20 079711 100 20 M6 10
SKS 8 x 16 079415 100 16 M8 13
SKS 8 x 30 079713 100 30 M8 13
SKS 8 x 45 079714 100 45 M8 13
SKS 8 x 55 079715 100 55 M8 13
SKS 8 x 100 079827 100 100 M8 13
SKS 10 x 20 079416 100 20 M 10 17
SKS 10 x 30 079417 100 30 M 10 17
SKS 10 x 55 079721 100 55 M 10 17
SKS 10 x 85 505552 100 85 M 10 17
SKS 12 x 20 077610 100 20 M 12 19
SKS 12 x 55 077611 100 55 M 12 19
SKS 12 x 85 505553 100 85 M 12 19
Stainless steel A4
SKS M 10 x 30 A4 505547 100 -- M 10 17
SKS M 12 x 30 A4 505548 100 -- M 12 19

Hexagonal Bolt SKSL

PROPERTIES
SKSL Material: DIN 933 (Steel: 8.8)
Finish: Electro Galvanized (as per ASTM
B633), Hot Dip Galvanized
L (as per ASTM A153)
Material SS316: DIN EN ISO 3506-1

TECHNICAL DATA

Art.-N0. Art.-N0. Art.-N0. Length Thread Art.-N0. Art.-N0. Art.-N0. Length Thread
L D L D
Item GI 8.8 HDG 8.8 SS 316 (mm) Item GI 8.8 HDG 8.8 SS 316 (mm)
SKSL M 6x16 516755 -- -- 16 M6 SKSL M 12x25 516786 -- -- 25 M 12
SKSL M 6x20 -- 516797 -- 20 M6 SKSL M 12x30 -- 516595 -- 30 M 12
SKSL M 6x25 516756 516798 516606 25 M6 SKSL M 12x35 516787 -- -- 35 M 12
SKSL M 6x40 516757 -- -- 40 M6 SKSL M 12x40 516788 -- 516615 40 M 12
SKSL M 6x50 -- -- 516607 50 M6 SKSL M 12x50 516789 -- 516616 50 M 12
SKSL M 8x16 516758 -- -- 16 M8 SKSL M 12x55 -- 516596 516617 55 M 12
SKSL M 8x20 516759 516799 -- 20 M8 SKSL M 12x60 516790 -- 516618 60 M 12
SKSL M 8x25 516761 -- -- 25 M8 SKSL M12X75 -- -- 516619 75 M 12
SKSL M 8x30 516763 -- -- 35 M8 SKSL M12X100 -- -- 516620 100 M 12
SKSL M 8x35 516762 516800 -- 30 M8 SKSL M12X110 -- -- 516621 110 M 12
SKSL M 8x45 516764 -- -- 45 M8 SKSL M12x120 -- -- 516622 120 M 12
SKSL M 8x55 516778 -- -- 55 M8 SKSL M 16x30 516791 -- -- 30 M 16
SKSL M 8x80 -- 516552 -- 80 M8 SKSL M 16x35 516792 -- -- 35 M 16
SKSL M 10x16 516779 -- -- 16 M 10 SKSL M 16x40 516793 -- -- 40 M 16
SKSL M 10x20 516780 516553 -- 20 M 10 SKSL M 16x50 516794 -- -- 50 M 16
Installation

SKSL M 10x25 516781 516554 516608 25 M 10 SKSL M 16x55 -- 516597 -- 55 M 16

SKSL M 10x30 516782 516555 -- 30 M 10 SKSL M 16x70 516795 -- -- 70 M 16
System

SKSL M 10x35 516783 -- -- 35 M 10 SKSL M 16x80 -- 516598 516623 80 M 16

SKSL M 10x40 -- 516556 -- 40 M 10 SKSL M 16x100 -- 516599 516624 100 M 16
SKSL M 10x50 -- 516592 516609 50 M 10 SKSL M 20x40 516796 -- -- 40 M 20
SKSL M 10x55 516784 -- -- 55 M 10 SKSL M 20X90 -- 516600 -- 90 M 20
SKSL M 10x60 -- 516593 516610 60 M 10 SKSL M 20X125 -- 516601 516625 125 M 20
SKSL M 10x70 -- -- 516611 70 M 10 SKSL M 20X130 -- 516602 -- 130 M 20
SKSL M 10x90 -- -- 516612 90 M 10 SKSL M 22X80 -- -- 516626 80 M 22
SKSL M 10x100 -- 516594 -- 100 M 10 SKSL M 22X100 -- 516603 -- 100 M 22
SKSL M 10x110 -- -- 516613 110 M 10 SKSL M 24X150 -- 516604 516627 150 M 24
SKSL M 10x120 -- -- 516614 120 M 10 SKSL M 24X180 -- 516605 -- 180 M 24
SKSL M 12x20 516785 -- -- 20 M 12 -- -- -- -- -- --
209
 High strength threaded stud TSL

PROPERTIES
TSL Material: ISO 898-1, DIN 975 & 976
(Steel: 8.8)
Finish: Electro Galvanized (as per
L ASTM B633), Hot Dip Galvanized
(as per ASTM A153)
Material SS316: DIN EN ISO 3506-1

TECHNICAL DATA

Art.-N0. Art.-N0. Art.-N0. Length Thread

L M
Item GI 8.8 HDG 8.8 SS 316 (mm)
M 8 x 80 -- -- 516659 80 M8
M 8 x 110 -- -- 516660 110 M8
M 8 x 150 -- 516649 516661 150 M8
M 10 x 100 -- -- 516634 100 M 10
M 10 x 120 -- -- 516635 120 M 10
M 10 x 140 -- 516650 -- 140 M 10
M 10 x 150 -- -- 516636 150 M 10
M 10 x 190 -- 516651 516637 190 M 10
M 12 x 120 -- -- 516638 120 M 12
M 12 x 150 -- 516652 516639 150 M 12
M 12 x 200 -- 516653 516640 200 M 12
M 16 x 60 516628 -- -- 60 M 16
M 16 x 80 516629 -- -- 80 M 16
M 16 x 100 516630 -- -- 100 M 16
M 16 x 150 516631 -- 516641 150 M 16
M 16 x 200 -- 516654 516642 200 M 16
M 16 x 300 -- 516655 516643 300 M 16
M 16 x 380 -- -- 516644 380 M 16
M 20 x 180 -- -- 516645 180 M 20
M 20 x 260 -- 516656 505536 260 M 20
M 20 x 350 -- -- 505537 350 M 20
M 20 x 380 516633 516657 -- 380 M 20
M 20 x 450 -- -- 505538 450 M 20
M 24 x 300 516648 516658 505539 300 M 20
M 24 x 450 -- -- 516646 450 M 24

Reduction socket RDM and GRD

PROPERTIES
RDM GRD Material: 11SMnPb30 (material
no. 1.0277) acc. to DIN EN 10277
Zinc plating: Electro zinc plated, 3-8 µm

TECHNICAL DATA

B
RDM
GRD
10

m
40m A
A l= B
Installation
System

Qty. per box Thread Length

A B
Item Art.-N0. (pcs.)
RDM M 10 / M 8 079413 50 M 10 M8
RDM M 12 / M10 079414 100 M 12 M 10
GRD 1/2” / M10 077609 100 M 10 1/2”
GRD 1/2” / M12 077608 100 M 12 1/2”
GRD 3/4” / M10 077607 100 M 10 3/4”
GRD 3/4” / M12 077606 100 M 12 3/4”

210
Hexagonal nut MU

PROPERTIES
Material: acc. DIN EN 20898-2; min.
MU strength category 04
Zinc plating: Electro zinc plated, min. 5 µm
Material A4: Stainless steel of the corrosion
resistance class III, e.g. A4

TECHNICAL DATA

Qty. per box Thread Width across nut

D SW
Item Art.-N0. (pcs.)
MU M 6 079733 100 M6 10
MU M 8 079734 100 M8 13
MU M 10 079735 100 M 10 17
MU M 12 024650 100 M 12 19
MU M 16 55727 50 M 16 24
Stainless steel A4
MU M 8 A4 77642 100 M8 13
MU M 10 A4 77641 100 M 10 17

Hexagonal nut HN

PROPERTIES
Material: DIN 439
HN Finish: Electro Galvanized (as per
ASTM B633), Hot Dip Galvanized
(as per ASTM A153)
Material A4: Stainless steel of the corrosion
resistance class III, e.g. A4

TECHNICAL DATA
Installation

Art.-N0. Art.-N0. Art.-N0. Thread

D
System

Item GI HDG SS316 (mm)

HN M6 516801 516806 516811 M6
HN M8 516802 516807 516812 M8
HN M10 516803 516808 516813 M 10
HN M12 516804 516809 516814 M 12
HN M16 516805 516810 516815 M 16
HN M20 516739 516741 516743 M 20
HN M24 516740 516742 516744 M 24

211
 Washer U

PROPERTIES
U Material: Steel DD11 (material no.1.0139)
acc. to DIN EN 10111
Zinc plating: Electro zinc plated, min. 3 µm
Material A4: Stainless steel of the corrosion
resistance class III, e.g. A4

TECHNICAL DATA

Qty. per box Thickness External Ø Hole Ø

S A
Item Art.-N0. (pcs.) (mm) (mm) (mm)
U 6 x 24 020939 200 2 24 6.4
U 8 x 17 091477 100 1.6 17 8.4
U 8 x 28 079725 100 2 28 8.4
U 8 x 40 079729 100 3 40 8.4
U 10 x 21 091478 100 2 21 10.5
U 10 x 28 079726 100 2 28 10.5
U 10 x 40 079730 100 3 40 13
U 12 x 24 557301 100 2.5 24 13
U 12 x 40 024649 100 3 40 16.5
U 16 x 30 557303 50 3 30 16.5
U 8 x 28 A4 505542 100 2 28 8.4
U 8 x 40 A4 505543 100 3 40 8.4
U 10 x 28 A4 505544 100 2 30 10.5
U 10 x 40 A4 505545 100 3 40 10.5
U 12 x 24 A4 505546 100 2 24 12.5

Washer MW

PROPERTIES
Material: DIN 125
MW
Finish: Electro Galvanized (as per
ASTM B633), Hot Dip Galvanized
(as per ASTM A153)
Material A4: Stainless steel of the corrosion
resistance class III, e.g. A4

TECHNICAL DATA

Art.-N0. Art.-N0. Art.-N0. Thread

D
Item GI HDG SS316 (mm)
MW M6X12 516816 516832 516824 M6
MW M8X16 516817 516833 516825 M8
MW M8X30 516818 516834 516826 M8
MW M8X40 516819 516835 516827 M8
MW M10x20 516820 516836 516828 M 10
MW M10x30 516821 516837 516829 M 10
MW M10x40 516822 516838 516830 M 10
MW M12x24 516823 516839 516831 M 12
MW M16x30 516770 516745 516748 M 16
MW M16x40 516771 -- -- M 16
Installation

MW M20x37 516772 516746 516749 M 20

MW M24x44 516773 516747 516760 M 24
System

212
 W912ER-18-C-0002
MATERIAL SUBMITTAL
HVAC THE US ARMY CORPS OF ENGINEERS
Al Seal Contracting & Trading Co.W.L.L..
SUPPORTS
SYSTEM
(CARRIER)
SECTION
PARA

3. Test Certificate / Conformity Certificate

Revision: 0 Date :24-JUNE-2018 Page No :

 European Technical ETA-15/0352
Assessment of 12 April 2016
English translation prepared by DIBt - Original version in German language

General Part

Technical Assessment Body issuing the Deutsches Institut für Bautechnik

European Technical Assessment:

Trade name of the construction product fischer concrete screw ULTRACUT FBS II

Product family Adjustable concrete screw

to which the construction product belongs

Manufacturer fischerwerke GmbH & Co. KG

Klaus-Fischer-Straße 1
72178 Waldachtal
DEUTSCHLAND

Manufacturing plant fischerwerke

This European Technical Assessment 14 pages including 3 annexes

contains

This European Technical Assessment is Guideline for European technical approval of "Metal
electronic copy of the eta by dibt: eta-15/0352

issued in accordance with Regulation (EU) anchors for use in concrete", ETAG 001 Part 3: "Undercut
No 305/2011, on the basis of anchors", April 2013, used as European Assessment
Document (EAD) according to Article 66 Paragraph 3 of
Regulation (EU) No 305/2011 and European Assessment
Document (EAD) 330011-00-0601 "Assessment of
adjustable concrete screws", July 2014.

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 European Technical Assessment
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English translation prepared by DIBt

The European Technical Assessment is issued by the Technical Assessment Body in its official language.
Translations of this European Technical Assessment in other languages shall fully correspond to the
original issued document and shall be identified as such.
Communication of this European Technical Assessment, including transmission by electronic means,
shall be in full. However, partial reproduction may only be made with the written consent of the issuing
Technical Assessment Body. Any partial reproduction shall be identified as such.
This European Technical Assessment may be withdrawn by the issuing Technical Assessment Body, in
particular pursuant to information by the Commission in accordance with Article 25(3) of Regulation
(EU) No 305/2011.
electronic copy of the eta by dibt: eta-15/0352

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 European Technical Assessment
ETA-15/0352 Page 3 of 14 | 12 April 2016
English translation prepared by DIBt

Specific Part

1 Technical description of the product

The fischer concrete screw ULTRACUT FBS II is an anchor made of hardened carbon steel of
sizes 8, 10, 12 and 14. The anchor is screwed into a predrilled cylindrical drill hole. The special
thread of the anchor cuts an internal thread into the member while setting. The anchorage is
characterised by mechanical interlock in the special thread.
The product description is given in Annex A.

2 Specification of the intended use in accordance with the applicable European

Assessment Document

The performances given in Section 3 are only valid if the anchor is used in compliance with the
specifications and conditions given in Annex B.
The verifications and assessment methods on which this European Technical Assessment is
based lead to the assumption of a working life of the anchor of at least 50 years. The indications
given on the working life cannot be interpreted as a guarantee given by the producer, but are to
be regarded only as a means for choosing the right products in relation to the expected
economically reasonable working life of the works.

3 Performance of the product and references to the methods used for its assessment

3.1 Mechanical resistance and stability (BWR 1)

Essential characteristic Performance

Characteristic values for resistance for static and
See Annex C 1
quasi-static loads
Characteristic resistance for seismic performance
See Annex C 2
categories C1 and C2
Displacements for tension and shear loads See Annex C 4
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3.2 Safety in case of fire (BWR 2)

Essential characteristic Performance

Reaction to fire Anchorages satisfy requirements for
Class A1
Resistance to fire See Annex C 3

3.3 Safety in use (BWR 4)

For Basic Works Requirement Safety in use the same criteria are valid as for Basic Works
Requirement Mechanical resistance and stability.

4 Assessment and verification of constancy of performance (AVCP) system applied, with

reference to its legal base

In accordance with guideline for European technical approval ETAG 001, April 2013, used as
European Assessment Document (EAD) according to Article 66 Paragraph 3 of Regulation (EU)
No 305/2011, and European Assessment Document EAD 330011-00-0601 the applicable
European legal act is: [96/582/EC].
The system to be applied is: 1

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 European Technical Assessment
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English translation prepared by DIBt

5 Technical details necessary for the implementation of the AVCP system, as provided for
in the applicable European Assessment Document
Technical details necessary for the implementation of the AVCP system are laid down in the
control plan deposited with Deutsches Institut für Bautechnik.

Issued in Berlin on 12 April 2016 by Deutsches Institut für Bautechnik

Andreas Kummerow beglaubigt:

p.p. Head of Department Lange
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 European Technical Approval ETA-13/0772
English translation prepared by DIBt - Original version in German language

Handelsbezeichnung fischer Ankerbolzen FXA

Trade name fischer Anchor bolt FXA

Zulassungsinhaber fischerwerke GmbH & Co. KG

Holder of approval Weinhalde 14-18
72178 Waldachtal
DEUTSCHLAND

Zulassungsgegenstand Kraftkontrolliert spreizender Dübel in den Größen M8, M10, M12 und
und Verwendungszweck M16 zur Verankerung im ungerissenen Beton
Generic type and use Torque controlled expansion anchor of sizes M8, M10, M12 and
of construction product M16 for use in non-cracked concrete

Geltungsdauer: vom 26 June 2013

Validity: from
bis 26 September 2017
to

Herstellwerk fischerwerke
Manufacturing plant
Electronic copy of the ETA by DIBt: ETA-13/0772

Diese Zulassung umfasst 13 Seiten einschließlich 6 Anhänge

This Approval contains 13 pages including 6 annexes

Europäische Organisation für Technische Zulassungen

European Organisation for Technical Approvals
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I LEGAL BASES AND GENERAL CONDITIONS

1 This European technical approval is issued by Deutsches Institut für Bautechnik in accordance
with:
- Council Directive 89/106/EEC of 21 December 1988 on the approximation of laws,
regulations and administrative provisions of Member States relating to construction
products1, modified by Council Directive 93/68/EEC2 and Regulation (EC) N° 1882/2003 of
the European Parliament and of the Council3;
- Gesetz über das In-Verkehr-Bringen von und den freien Warenverkehr mit Bauprodukten zur
Umsetzung der Richtlinie 89/106/EWG des Rates vom 21. Dezember 1988 zur Angleichung
der Rechts- und Verwaltungsvorschriften der Mitgliedstaaten über Bauprodukte und anderer
Rechtsakte der Europäischen Gemeinschaften (Bauproduktengesetz - BauPG) vom
28. April 19984, as amended by Article 2 of the law of 8 November 20115;
- Common Procedural Rules for Requesting, Preparing and the Granting of European
technical approvals set out in the Annex to Commission Decision 94/23/EC6;
- Guideline for European technical approval of "Metal anchors for use in concrete - Part 2:
Torque controlled expansion anchors ", ETAG 001-02.
2 Deutsches Institut für Bautechnik is authorized to check whether the provisions of this European
technical approval are met. Checking may take place in the manufacturing plant. Nevertheless,
the responsibility for the conformity of the products to the European technical approval and for
their fitness for the intended use remains with the holder of the European technical approval.

3 This European technical approval is not to be transferred to manufacturers or agents of

manufacturers other than those indicated on page 1, or manufacturing plants other than those
indicated on page 1 of this European technical approval.

4 This European technical approval may be withdrawn by Deutsches Institut für Bautechnik, in
particular pursuant to information by the Commission according to Article 5(1) of Council
Directive 89/106/EEC.
Electronic copy of the ETA by DIBt: ETA-13/0772

5 Reproduction of this European technical approval including transmission by electronic means

shall be in full. However, partial reproduction can be made with the written consent of Deutsches
Institut für Bautechnik. In this case partial reproduction has to be designated as such. Texts and
drawings of advertising brochures shall not contradict or misuse the European technical
approval.

6 The European technical approval is issued by the approval body in its official language. This
version corresponds fully to the version circulated within EOTA. Translations into other
languages have to be designated as such.

1
Official Journal of the European Communities L 40, 11 February 1989, p. 12
2
Official Journal of the European Communities L 220, 30 August 1993, p. 1
3
Official Journal of the European Union L 284, 31 October 2003, p. 25
4
Bundesgesetzblatt Teil I 1998, p. 812
5
Bundesgesetzblatt Teil I 2011, p. 2178
6
Official Journal of the European Communities L 17, 20 January 1994, p. 34

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II SPECIFIC CONDITIONS OF THE EUROPEAN TECHNICAL APPROVAL

1 Definition of the product and intended use

1.1 Definition of the construction product

The fischer Anchor bolt FXA in the range of M8, M10, M12 and M16 is an anchor made of zinc
plated or stainless steel which is placed into a drilled hole and anchored by torque-controlled
expansion.
An illustration of the product and intended use is given in Annex 1.

1.2 Intended use

The anchor is intended to be used for anchorages for which requirements for mechanical
resistance and stability and safety in use in the sense of the Essential Requirements 1 and 4 of
Council Directive 89/106 EEC shall be fulfilled and failure of anchorages made with these
products would cause risk to human life and/or lead to considerable economic consequences.
The anchor is to be used only for anchorages subject to static or quasi-static loading in
reinforced or unreinforced normal weight concrete of strength classes C20/25 at minimum and
C50/60 at most according to EN 206:2000-12.
The anchor may be anchored in non-cracked concrete only.
Anchor made of zinc plated steel:
The anchor may only be used in structures subject to dry internal conditions.
Anchor made of stainless steel:
The anchor made of stainless steel may be used in structures subject to dry internal
conditions and also in structures subject to external atmospheric exposure (including
industrial and marine environment), or exposure in permanently damp internal conditions, if
no particular aggressive conditions exist. Such particular aggressive conditions are e.g.
permanent, alternating immersion in seawater or the splash zone of seawater, chloride
atmosphere of indoor swimming pools or atmosphere with extreme chemical pollution (e.g. in
desulphurization plants or road tunnels where de-icing materials are used).
Electronic copy of the ETA by DIBt: ETA-13/0772

The provisions made in this European technical approval are based on an assumed working life
of the anchor of 50 years. The indications given on the working life cannot be interpreted as a
guarantee given by the producer, but are to be regarded only as a means for choosing the right
products in relation to the expected economically reasonable working life of the works.

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2 Characteristics of the product and methods of verification

2.1 Characteristics of the product

The anchor corresponds to the drawings and provisions given in Annexes 2 and 3. The
characteristic material values, dimensions and tolerances of the anchor not given in Annexes 2
and 3 shall correspond to the respective values laid down in the technical documentation7 of this
European technical approval.
The characteristic values for the design of anchorages are given in Annexes 5 and 6.
Each anchor FXA is marked with the works symbol, the type of anchor, the thread size and the
maximum thickness of fixture according to Annex 2. Each anchor made of stainless steel A4 is
marked with the letter "A4".
The anchor shall only be packaged and supplied as a complete unit.

2.2 Methods of verification

The assessment of fitness of the anchor for the intended use in relation to the requirements for
mechanical resistance and stability and safety in use in the sense of the Essential
Requirements 1 and 4 has been made in accordance with the "Guideline for European technical
approval of Metal Anchors for Use in Concrete", Part 1 "Anchors in general" and Part 2
"Torque-controlled expansion anchors", on the basis of Option 7.
In addition to the specific clauses relating to dangerous substances contained in this European
technical approval, there may be other requirements applicable to the products falling within its
scope (e.g. transposed European legislation and national laws, regulations and administrative
provisions). In order to meet the provisions of the Construction Products Directive, these
requirements need also to be complied with, when and where they apply.

3 Evaluation and attestation of conformity and CE marking

3.1 System of attestation of conformity

According to the Decision 96/582/EG of the European Commission8 system 2(i) (referred to as
system 1) of the attestation of conformity applies.
This system of attestation of conformity is defined as follows:
Electronic copy of the ETA by DIBt: ETA-13/0772

System 1: Certification of the conformity of the product by an approved certification body on

the basis of:
(a) Tasks for the manufacturer:
(1) factory production control;
(2) further testing of samples taken at the factory by the manufacturer in accordance
with a control plan;
(b) Tasks for the approved body:
(3) initial type-testing of the product;
(4) initial inspection of factory and of factory production control;
(5) continuous surveillance, assessment and approval of factory production control.
Note: Approved bodies are also referred to as "notified bodies".

7
The technical documentation of this European technical approval is deposited at the Deutsches Institut für Bautechnik
and, as far as relevant for the tasks of the approved bodies involved in the attestation of conformity procedure, is
handed over to the approved bodies.
8
Official Journal of the European Communities L 254 of 08.10.1996

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3.2 Responsibilities
3.2.1 Tasks for the manufacturer
3.2.1.1 Factory production control
The manufacturer shall exercise permanent internal control of production. All the elements,
requirements and provisions adopted by the manufacturer shall be documented in a systematic
manner in the form of written policies and procedures, including records of results performed.
This production control system shall insure that the product is in conformity with this European
technical approval.
The manufacturer may only use initial/raw/constituent materials stated in the technical
documentation of this European technical approval.
The factory production control shall be in accordance with the control plan which is part of the
technical documentation of this European technical approval. The control plan is laid down in the
context of the factory production control system operated by the manufacturer and deposited
with Deutsches Institut für Bautechnik.9
The results of factory production control shall be recorded and evaluated in accordance with the
provisions of the control plan.
3.2.1.2 Other tasks for the manufacturer
The manufacturer shall, on the basis of a contract, involve a body which is approved for the
tasks referred to in section 3.1 in the field of anchors in order to undertake the actions laid down
in section 3.2.2 For this purpose, the control plan referred to in sections 3.2.1.1 and 3.2.2 shall
be handed over by the manufacturer to the approved body involved.
The manufacturer shall make a declaration of conformity, stating that the construction product is
in conformity with the provisions of this European technical approval.
3.2.2 Tasks for the approved bodies
The approved body shall perform the
- initial type-testing of the product,
- initial inspection of factory and of factory production control,
- continuous surveillance, assessment and approval of factory production control,
in accordance with the provisions laid down in the control plan.
Electronic copy of the ETA by DIBt: ETA-13/0772

The approved body shall retain the essential points of its actions referred to above and state the
results obtained and conclusions drawn in a written report.
The approved certification body involved by the manufacturer shall issue an EC certificate of
conformity of the product stating the conformity with the provisions of this European technical
approval.
In cases where the provisions of the European technical approval and its control plan are no
longer fulfilled the certification body shall withdraw the certificate of conformity and inform
Deutsches Institut für Bautechnik without delay.

9
The "control plan" is a confidential part of the European technical approval and only handed over to the approved body
involved in the procedure of attestation of conformity. See section 3.2.2.

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3.3 CE marking
The CE marking shall be affixed on each packaging of the anchor. The letters "CE" shall be
followed by the identification number of the approved certification body, where relevant, and be
accompanied by the following additional information:
- the name and address of the producer (legal entity responsible for the manufacture),
- the last two digits of the year in which the CE marking was affixed,
- the number of the EC certificate of conformity for the product,
- the number of the European technical approval,
- the number of the guideline for European technical approval,
- use category (ETAG 001-1 Option 7),
- size.

4 Assumptions under which the fitness of the product for the intended use was favourably
assessed

4.1 Manufacturing
The European technical approval is issued for the product on the basis of agreed
data/information, deposited with Deutsches Institut für Bautechnik, which identifies the product
that has been assessed and judged. Changes to the product or production process, which could
result in this deposited data/information being incorrect, should be notified to Deutsches Institut
für Bautechnik before the changes are introduced. Deutsches Institut für Bautechnik will decide
whether or not such changes affect the approval and consequently the validity of the CE marking
on the basis of the approval and if so whether further assessment or alterations to the approval
shall be necessary.

4.2 Design of anchorages

The fitness of the anchor for the intended use is given under the following conditions:
The anchorages are designed in accordance with the "Guideline for European technical
approval of Metal Anchors for use in concrete", Annex C, method A under the responsibility of
an engineer experienced in anchorages and concrete work.
Electronic copy of the ETA by DIBt: ETA-13/0772

Verifiable calculation notes and drawings are taking account of the loads to be anchored.
The position of the anchor is indicated on the design drawings (e.g. position of the anchor
relative to reinforcement or to supports).

4.3 Installation of anchors

The fitness for use of the anchor can only be assumed if the anchor is installed as follows:
- Anchor installation carried out by appropriately qualified personnel and under the supervision
of the person responsible for technical matters of the site,
- Use of the anchor only as supplied by the manufacturer without exchanging the components
of an anchor,
- Anchor installation in accordance with the manufacturer’s specifications and drawings and
using the appropriate tools,
- Checks before placing the anchor to ensure that the strength class of the concrete in which
the anchor is to be placed is in the range given and is not lower than that of the concrete to
which the characteristic loads apply,
- Check of concrete being well compacted, e.g. without significant voids,
- Edge distances and spacing not less than the specified values without minus tolerances,

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- Positioning of the drill holes without damaging the reinforcement,

- In case of aborted hole: new drilling at a minimum distance away of twice the depth of the
aborted hole or smaller distance if the aborted drill hole is filled with high strength mortar and
if under shear or oblique tension load it is not in the direction of load application,
- Cleaning of the hole of drilling dust,
- Anchor installation according to manufacturer's instructions given in Annex 4.
- Anchor installation such that the effective anchorage depth is complied with. This compliance
is ensured, if the thickness of fixture is not greater than the maximum thickness of fixture
marked on the anchor according to Annex 2,
- Application of the torque moment given in Annex 4 using a calibrated torque wrench.

5 Indications to the manufacturer

The manufacturer is responsible to ensure that the information on the specific conditions
according to 1 and 2 including Annexes referred to as well as sections 4.2 and 4.3 is given to
those who are concerned. This information may be made by reproduction of the respective parts
of the European technical approval. In addition all installation data shall be shown clearly on the
package and/or on an enclosed instruction sheet, preferably using illustration(s).
The minimum data required are:
- Diameter of drill bit,
- Thread diameter,
- Maximum thickness of the fixture,
- Minimum effective anchorage depth,
- Minimum hole depth,
- Torque moment,
- Information on the installation procedure, including cleaning of the hole, preferably by means
of an illustration,
- Reference to any special installation equipment needed,
- Identification of the manufacturing batch.
All data shall be presented in a clear and explicit form.
Electronic copy of the ETA by DIBt: ETA-13/0772

Uwe Bender beglaubigt:

Head of Department Baderschneider

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 European Technical ETA-05/0069
Assessment of 3 July 2017
English translation prepared by DIBt - Original version in German language

General Part

Technical Assessment Body issuing the Deutsches Institut für Bautechnik

European Technical Assessment:

Trade name of the construction product fischer Bolt Anchor FAZ II

Product family Torque controlled expansion anchor for use in concrete

to which the construction product belongs

Manufacturer fischerwerke GmbH & Co. KG

Klaus-Fischer-Straße 1
72178 Waldachtal
DEUTSCHLAND

Manufacturing plant fischerwerke

This European Technical Assessment 18 pages including 3 annexes

contains

This European Technical Assessment is European Assessment Document (EAD)

electronic copy of the eta by dibt: eta-05/0069

issued in accordance with Regulation (EU) 330232-00-0601

No 305/2011, on the basis of

This version replaces ETA-05/0069 issued on 5 August 2016

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The European Technical Assessment is issued by the Technical Assessment Body in its official language.
Translations of this European Technical Assessment in other languages shall fully correspond to the
original issued document and shall be identified as such.
Communication of this European Technical Assessment, including transmission by electronic means,
shall be in full. However, partial reproduction may only be made with the written consent of the issuing
Technical Assessment Body. Any partial reproduction shall be identified as such.
This European Technical Assessment may be withdrawn by the issuing Technical Assessment Body, in
particular pursuant to information by the Commission in accordance with Article 25(3) of Regulation
(EU) No 305/2011.
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Specific Part

1 Technical description of the product

The fischer Bolt Anchor FAZ II is an anchor made of galvanised steel (FAZ II) or made of
stainless steel (FAZ II A4) or high corrosion resistant steel (FAZ II C) which is placed into a
drilled hole and anchored by torque-controlled expansion.
The product description is given in Annex A.

2 Specification of the intended use in accordance with the applicable European

Assessment Document

The performances given in Section 3 are only valid if the anchor is used in compliance with the
specifications and conditions given in Annex B.
The verifications and assessment methods on which this European Technical Assessment is
based lead to the assumption of a working life of the anchor of at least 50 years. The indications
given on the working life cannot be interpreted as a guarantee given by the producer, but are to
be regarded only as a means for choosing the right products in relation to the expected
economically reasonable working life of the works.

3 Performance of the product and references to the methods used for its assessment

3.1 Mechanical resistance and stability (BWR 1)

Essential characteristic Performance

Characteristic resistance for static and quasi static See Annex C 1 and C 2
action
Characteristic resistance for seismic performance See Annex C 4
categories C1 and C2
Displacements See Annex C 5
3.2 Safety in case of fire (BWR 2)
electronic copy of the eta by dibt: eta-05/0069

Essential characteristic Performance

Reaction to fire Anchorages satisfy requirements for
Class A1
Characteristic resistance under fire exposure See Annex C 3

4 Assessment and verification of constancy of performance (AVCP) system applied, with

reference to its legal base

In accordance with EAD 330232-00-0601, the applicable European legal act is: [96/582/EC].
The system to be applied is: 1

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5 Technical details necessary for the implementation of the AVCP system, as provided for
in the applicable European Assessment Document

Technical details necessary for the implementation of the AVCP system are laid down in the
control plan deposited at Deutsches Institut für Bautechnik.

Issued in Berlin on 3 July 2017 by Deutsches Institut für Bautechnik

BD Dipl.-Ing. Andreas Kummerow beglaubigt:

Head of Department Lange
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 Member of

Deutsches
Institut
für
Bautechnik DIBt www.eota.eu
TA
Approval body for construction products
and types of construction ★ ★
Designated
Bautechnisches Prüfamt according to ★
Article 29 of Regula
An Institution established by the Federal and
tion (EU) No 305/2011
Laender Governments and member of EOTA
(European Organi
sation forTechnical
Assessment)
★ ★
★

European Technical ETA-17/0624

Assessment of 8 September 2017
English translation prepared by DIBt - Original version in German language

General Part

Technical Assessment Body issuing the Deutsches Institut für Bautechnik

European Technical Assessment:

Trade name of the construction product fischer Bolt Anchor FBZ, FBZ A4

Product family Mechanical anchor

to which the construction product belongs for use in concrete

Manufacturer fischerwerke GmbH & Co. KG

Klaus-Fischer-Straße 1
72178 Waldachtal
DEUTSCHLAND

Manufacturing plant fischerwerke

This European Technical Assessment 16 pages including 3 annexes which form an integral part
contains of this assessment

This European Technical Assessment is EAD 330232-00-0601

issued in accordance with Regulation (EU)
No 305/2011,on the basis of

Deutsches Institut für Bautechnik

Kolonnenstraße 30 B j10829 Berlin | GERMANY | Phone: +493078730-0 | Fax; +493078730-320 | Email; dibt@dibt.de | www.dibt.de

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Institut
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The European Technical Assessment is issued by the Technical Assessment Body in its official language.
Translations of this European Technical Assessment in other languages shall fully correspond to the
original issued document and shall be identified as such.
Communication of this European Technical Assessment, including transmission by electronic means,
shall be in füll. However, partial reproduction may only be made with the written consent of the issuing
Technical Assessment Body. Any partial reproduction shall be identified as such.
This European Technical Assessment may be withdrawn by the issuing Technical Assessment Body, in
particular pursuant to Information by the Commission in accordance with Article 25(3) of Regulation
(EU) No 305/2011.

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Specific Part

1 Technical description of the product

The fischer Bolt Anchor FBZ is an anchor made of galvanised steel (FBZ) or made of stainless
steel (FBZ A4) which is placed into a drilied hole and anchored by torque-controlied expansion.
The product description is given in Annex A.

2 Specification of the intended use in accordance with the applicable European

Assessment Document

The Performances given in Section 3 are only valid if the anchor is used in compliance vi/ith the
specifications and conditions given in Annex k
The verifications and assessment methods on w/hich this European Technical Assessment is
based lead to the assumption of a working life of the anchor of at least 50 years. The indications
given on the working life cannot be interpreted as a guarantee given by the producer, but are to
be regarded only as a means for choosing the right products in relation to the expected
economically reasonable working life of the works.

3 Performance of the product and references to the methods used for its assessment

3.1 Mechanical resistance and stability (BWR 1)

Essential characteristic Performance

Characteristic resistance for static and quasi static See Annex C 1 to C 4

action

Displacements See Annex C 5

3.2 Safety in case of fire (BWR 2)

Essential characteristic Performance

Reaction to fire Anchorages satisfy requirements for

Class A1

Characteristic resistance under fire exposure See Annex C 4

Assessment and verification of constancy of Performance (AVCP) system applied, with

reference to its legal base

In accordance with the European Assessment Document EAD Nr. 330232-00-0601 the
applicable European legal act is: [96/582/EC].
The system to be applied is: 1

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Technical details necessary for the implementation of the AVCP system, as provided for
in the applicable European Assessment Document

Technical details necessary fcr the implementation of the AVCP system are laid down in the
control plan deposited at Deutsches Institut für Bautechnik.

Issued in Berlin on 8 September 2017 by Deutsches Institut für Bautechnik

BD Dipl.-Ing. Andreas Kummerow beglaubigt:

Head of Department Baderschneider

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ETA-17/0624 of 8 September 2017 Institut

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für
Bautechnik Dßt

Cone bolt manufactured by cold - forming:

Cone bolt manufactured by turning:

Expansion sieeve
Cone bolt (cold - formed or turned)
0) Washer
Hexagon nut

(Fig. not to scaied)

fischer Bolt Anchor FBZ, FEZ A4

Product descriptlon Annex A1

Instalied condition

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Product marking and letter-code:

Marking area 3 - expansion sieeve

1 - cone bolt,

Marking area 2 - cone bolt

Product marking, example: O FBZ 12/30 A4

Brand | type of fastener •—Thread size / max. thickness of the fixture {t„^)
placed at marking area 2 or marking area 3 identification A4 placed at marking area 2

FBZ: carbon steel, galvanized

FBZ A4: stainless steel

Table A2.1: Letter - code at marking area 1:

Marking (a) (b) (C) (d) (A) (B) (C) (D) (E) (F) (G) (H) (1) (K)
Max. t,i. 5 10 15 20 5 10 15 20 25 30 35 40 45 50
M8 40 45 -
50 55 60 65 70 75 80 85 90 95
M10 45 50 55 60 65 70 75 80 85 90 95 100 105 110
B a [mm] M12 55 60 65 70 75 80 85 90 95 100 105 110 115 120
M16 70 75 80 85 90 95 100 105 110 115 120 125 130 135
M20 -
105 110 115 120 125 130 135 140 145 150

Marking (L) (M) (N) (0) (P) (R) (S) (T) (U) (V) (W) (X) (Y) (Z)
Max. t(ix 60 70 80 90 100 120 140 160 180 200 250 300 350 400
M8 105 115 125 135 145 165 185 205 225 245 295 345 395 445
M10 120 130 140 150 160 180 200 220 240 260 310 360 410 460
B 2: [mm] M12 130 140 150 160 170 190 210 230 250 270 320 370 420 470
M16 145 155 165 175 185 205 225 245 265 285 335 385 435 485
M20 160 170 180 190 200 220 240 260 280 300 350 400 450 500

Caiculation exlsting heifor Instalied fasteners:

existing h«! —B^accordlng to table A2.1)"- existing tnx

Thickness of the fixture tn* including thickness of fastener plate t and e.g. thickness of grout layer tgroui
or other non-structural layers

(Fig. not to scaied)

fischer Bolt Anchor FBZ, FBZ A4

Product description Annex A 2

Product marking and letter code

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Product dimensions

Table A3.1: Dimensions [mm]

FBZ. FBZ A4
Part Designation
M8 MIO M12 M16 1 M20
Expansion Sheet
1 1.3 1.4 1,6 2,4
sieeve thickness
Thread size M 8 10 12 16 20
2 Cone boit
Lg 19 26 31 40 50
ts 1,4 1,8 2,3 2,7
3 Washer
0d« 15 19 23 29 36
4 Hexagon nut Wrench size 13 17 19 24 30

(Fig. not to scaied)

fischer Boll Anchor FBZ, FBZ A4

Product description Annex A 3

Dimensions

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Specifications of intended use
Anchorages subject to:
FBZ, FBZ A4
Size
M8 MIO M12 M16 M20
Static and quasi-static loads
Cracked and uncracked concrete
Fire exposure

Base materials:
• Reinforced and unreinforced normal weight concrete (cracked and uncracked) according to EN 206-1: 2000
• Strength classes C20/25 to C50/60 according to EN 206-1: 2000
Use conditlons (Environmental conditlons):
• Structures subject to dry internal conditlons (FBZ, FBZ A4)
• Structures subject to external atmospheric exposure (including Industrial and marine environment) and to
permanently damp Internal conditlon, If no particular aggressive conditlons exlst
(FBZ A4)
Note: Particular aggressive conditions are e.g. permanent, alternating immerslon In seawater or the splash zone of seawater,
Chloride atmosphere of Indoor pools or atmosphere with extreme chemical pollution (e.g. In desulphurization piants or road
tunnels where de-icing materials are used)

Design:
• Anchorages are to be designed under the responslbillty of an englneer experienced in anchorages and concrete
work
• Verifiable calculatlon notes and drawings are to be prepared taking account of the loads to be anchored. The
Position of the anchor is indicated on the design drawings (e.g. position of the anchor relative to relnforcement or
to supports, etc.)
• Design of fastenings according to FprEN 1992-4:2016 and EOTA Technical Report TR 055
• For effective embedment depth het < 40 mm and hmin ^ 80 mm and / or < 100 mm only statically Indetermlnate
fixings (e.g. Ilghtweight suspended ceilings with Internal exposure) are covered by the ETA

fischer Bolt Anchor FBZ, FBZ A4

intended use
Annex B1
Specifications

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Table B2.1: Installation parameters
FBZ, FBZ A4
Size
M8 M10 M12 M16 M20
Nominal drill hole diameter do = 8 10 12 16 20
Maximum bit diameter
8,45 12,5 16,5 20,55
with hammer or hollow drilling [mm]
dcut.max 10,45
Maximum bit diameter
8,15 12,25 16,45 20,50
with diamond drilling
hnom — 44,5 52,0 63,5 82,5 120
Overall fastener embedment depth in the (L) (9.5) (12) (13,5) (17,5) (20)
concrete [mm]
Exist ing he, + L ==hnom
Depth of drill hole to deepest point hi^ hnom + 5 hnom + 10
Diameter of clearance hole in the fixture d,< [mm] 9 12 14 18 22
Required setting torque Tinst = [Nm] 20 45 60 110 200

k K

he( = Effective embedment depth

t(ix = Thickness of the fixture
hi = Depth of drill hole to deepest point
h = Thickness of the concrete member
hmin = Minimum thickness of concrete member
hnom = Overall fastener embedment depth in the concrete
Tinst = Required setting torque

(Fig. not to scaled)

fischer Bolt Anchor FBZ, FBZ A4

Intended use Annex B 2

Installation parameters

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Institut

thickn 2
English translation prepared by DIBt
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^X
<
Table B3.1: Minimum thickness of concrete members, minimum spacings and minimum edge
distances of anchors for Standard anchorage depth (het, sta)
FBZ. FBZ A4
Size
M8 MIO M12 M16 M20
Standard anchorage depth h»! «t. > 45 60 70 85 100
Minimum thickness of [mm]
hmin, 1 100 120 140 170 200
concrete member
Uncracked concrete
5
Smin 40 50 65 95
12 Minimum spacing
50 60 70 95 180
! forc ^
[mm]
Iii Minimum edge distance Cmin 40 45 55 65 95
fors > 100 80 110 150 190
Cracked concrete
o Smin 35 40 50 65 95
c Minimum spacing
o forc^ 50 55 70 95 140
ü [mm]
40 45 55 65 85
Minimum edge distance
fors > 70 80 110 150 190
Minimum thickness of
£
concrete member
hmin. 2 [mm] 80 100 120 140 160

sl s ! Cracked and uncracked concrete

^ w ® ®
Smin 35 40 50 80 125
Minimum spacing
forc > 70 100 90 130 220
[mm]
Cmin 40 60 65 125
Minimum edge distance
fors > 100 90 1 120 180 230

Intermediate values for Smin and Cmm inside of the same thickness of concrete member by linear interpolation

Table B3.2: Minimum thickness of concrete members, minimum spacings and minimum edge
distances of anchors for reduced anchorage depth (her,red)
FBZ, FBZ A4
Size
MB MIO M12 M16
Reduced ianchoraqe depth 35" 40 50 65
Minimum thickness of [mm]
hmin, 3 80 100 140
concrete member
JZ
•4^
Uncracked concrete
"5
S2 40 50 65
Minimum spacing
^8 ! forc >
[mm]
100 110 130
Cmin 45 55 65
Minimum edge distance
fors s 180 220 250
0) £ ^
S AI Cracked concrete
Ü Smin 40 50 65
C Minimum spacing
o forc > 90 110 130
O [mm]
Cmin 45 55 65
Minimum edge distance
fors > 180 220 250

Intermediate values for Smin and c^in by linear interpolation

^'Only in anchoring structural components which are statically indeterminate

fischer Bolt Anchor FBZ, FBZ A4

Intended use Annex B 3

Minimum thickness of member, minimum spacings and edge distances

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Installation instructions:
• Anchor Installation carrled out by appropriately qualified personnel and under the supervision of the person
responsible for technical matters of the Site
• Use of the anchor only as supplied by the manufacturer without exchanging the components of the anchor
• Checking before placing the anchor to ensure that the strength class of the concrete in which the anchor is to
be placed is in the ränge given and is not lower than that of the concrete to which the characteristic loads apply
• Check of concrete being well compacted, e.g. without significant voids
• Hammer, hollow or diamond drilling according to Annex B4
• Drill hole created perpendicular +/- 5® to concrete surface, positioning without damaging the reinforcement
• In case of aborted hole: new drilling at a minimum distance twice the depth of the aborted drill hole or smaller
distance if the aborted drill hole is filied with high strength mortar and if under shear or oblique tension load it is
not in the direction of load application
• It must be ensured that in case of fire local spalling of the concrete cover does not occur

Installation instructions: Drilling and cleaning the hole

Types of drills and cleaning

c?0")
Hammer drill

1; Drill the hole 2: Clean the hole

Hollow drill
T
1; Drill the hole with
automatic cleaning

r.A^n Q
sO;. ,U4 —•
\"i
Diamond drill Ü ' 1

1: Drill the hole 2: Clean the hole

Installation Instructions: Installation of the anchor

3: Set the fastener 4: Apply T|„st 5: Instalied fastener

fischer Bolt Anchor FBZ, FBZ A4

Intended use Annex B 4

Installation instructions

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Table C1.1: Characteristic values of tension resistance for Standard anchorage depth
FBZ, FBZ A4
Slze
M8 MIO 1 M12 M16 M20

Steel failure for Standard anchorage depth

FBZ 16,6 28,3 43,2 67,0 123,3
onaracteristic resistance pg^ rirMI
44,3 70,6 124,9
NRk,s 17,0 29,0
Partial factor for steel failure YMs'' [-] 1.5
Pullout failure for Standard anchorage depth
Effective anchorage depth for
het,sta^ [mm] 45 60 70 85 100
caiculation
Characteristic resistance in
cracl<eci concrete C20/25
NRk,p 6 10 16 26 30
ri-Mi
[KNJ
Characteristic resistance in
NRk,p 11 16 17 34 42
uncracl<eci concrete C20/25
C25/30 1,12
C30/37 1,22
increasing factors for NRk,p for C35/45 1,32
cracl<ed and uncracl^ed concrete '''=C40/50 1,41
C45/55 1,50
C50/60 1,58
Installation sensltivity factor rinsl [-] 1,0
Concrete cone and Splitting failure for Standard anchorage depth In applications with concrete members of
thlckness^2x hetata
Effective anchorage depth hef [mm] 45 60 70 85 100
Factor for uncracked concrete kl =kucr.N r1 11,0"
Factor for cracked concrete ki = kc,N
Minimum thickness of concrete
hmln.l 100 120 140 170 200
member
Characteristic spacing Scf.N 3 he,
Characteristic edge distance C,.N I' 1 1,5 he,
Spacing (Splitting failure)^' Scr.sp 140 180 210 260 370
Edge distance (Splitting failure)'' Ccr.sp 70 90 105 130 185
Concrete cone and Splitting failure for Standard anc lorage dept In appiicat ons with concrete members of
thickness < 2x hef.,ta
Effective anchorage depth hef [mm] 45 60 70 85 100
Factor for uncracked concrete kl = kucr N 11,0"
Factor for cracked concrete ki = kc,N
Minimum thickness of concrete
hmln,2 80 100 120 140 160
member
Characteristic spacing Scr.N 3 he.
Characteristic edge distance VN 1,5 he.
Spacing (Splitting failure)'' Scf.sp 180 240 280 340 480
Edge distance (Splitting failure)'' Ccf.sp 90 120 140 170 240

" intermediate values for Scr,spand Ccr,sp between concrete thickness hmin,2 and hmin.i by linear Interpolation
Based on concrete strength as cylinder strength
In absence of other national regulations

fischer Bolt Anchor FBZ, FBZ A4

Performances Annex C1
Characteristic values of resistance under tension loads

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Table C2.1: Characteristic values of tension resistance for reduced anchorage depth
FBZ, FBZ A4
Size
M8 1 MIO 1 M12 1 M16
Steel failure for reduced anchorage depth
FBZ Nri<,3 16,6 28,3 43,2 67,0
oriaracicnsiic rcSisiancG kini
FBZ A4 Nrk,s ^ 17,0 29,0 44,3 70,6
Partial factor for steel failure yws^' [-] 1,5
Pullout failure for reduced anchorage depth
Effective anchorage depth for . .
35 40 50 65
calculation
Characteristic resistance in
4 7 10 15
cracked concrete C20/25 "''•p .....
Characteristic resistance in N 8 10 15 22
uncracked concrete 20/25 ""'P
C25/30 1,12
C30/37 1,22
Increasing factors for Nnk.p for C35/45 1,32
cracked and uncracked concrete C40/50 1,41
C45/55 1,50
C50/60 1,58
Installation sensitivity factor Yins, [-] 1,0
Concrete cone and Splitting failure for reduced anchorage depth
Effective anchorage depth hei [mm] 3540 50 65
Factor for uncracked concrete ki = kucr.N r, 11^'
Factor for cracked concrete k, = kcr.N
Min. thickness of concrete member hmin.3 80 100 140
Characteristic spacing Sct.n 3 he,
Characteristic edge distance Ccr.N [mm] 1,5 he,
Spacing (Splitting failure) Sct.sd 140 160 200 260
Edge distance (Splitting failure) Ccr,sD 70 80 100 130

Use restricted to anchoring of structural components which are statically indeterminate

Based on concrete strength as cyllnder strength
In absence of other national regulations

fischer Bolt Anchor FBZ, FBZ A4

Performances Annex C 2
Characteristic values of resistance under tension loads

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Table C3.1: Characteristic values of shear resistance for
Standard and reduced anchorage depth
FBZ, FBZ A4
Size
M8 MIO M12 M16 M20
Steel fallure without lever arm for Standard and reduced anchorage depth
FBZ V Rk^ 12,0 21,4 30,6 55,0
Characteristic resistance [kN] 70,0
FBZ A4 Vrio 16,1 26,5 37,4 57,2
Partial factor for steei fallure Jüs^ 1,25
Factor for ductillty [-]
k? JA
Standard anchorage depth
Steel fallure wlth lever arm
Characteristic bendIng FBZ 26 52 92 233 513
[Nm]
resistance FBZ A4 29 59 100 256 519
Partial factor for steel fallure JMS- 1,25
Factor for ductillty [-]
k? 1,0
Concrete pryout fallure
Factor for pryout failure ±L 2,8 3,2 3,0 2,6
Concrete edge fallure
Effective embedment
45 60 70 85 100
depth for caiculatlon [mm]
Outside diameter of a fastener 10 12 16 20
Installation sensitivity factor LI 1,0
Reduced anchorage depth
Steel fallure wlth lever arm
Characteristic bending FBZ M"Rk.s [Nm]
20 44 92 184 -

resistance FBZ A4 M°Rk.s 21 45 100 193 -

Partial factor for steel failure 1,25

Factor for ductility [-]
k2 1.0
Concrete pryout fallure
Factor for pryout failure ka [-] 1 2,5 1 2,6 1 3,1 1 3,2
Concrete edge fallure
Effective embedment
1, 35 40 50 65 -

depth for caiculatlon [mm]

Outside diameter of a fastener dnom 8 10 12 16 -

' In absence of other national regulations

fischer Bolt Anchor FBZ, FBZ A4

Performances
Annex C 3
Characteristic values of resistance under shear loads

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Table C4.1: Characteristic values of tension resistance under fire exposure
FBZ. FBZ A4
Size
MB MIO M12 M16 M20
h„,ä fmml 35/45 40/60 50/70 65/85 100
R30 1,4 2,8 5,0 9,4 14,7
Characteristic
R60 1,2 2,3 4,1 7,7 12,0
resistance Np k,8.(i P90 0.9 1,9 3,2 6,0 9,4
steel fallure
R120 0,8 1,6 2,8 5,2 8,1
Characteristic R30-
7.7 • hef' ®•(20)° ®• hei / 200 /1000
resistance Np... R90 fkN]
Concrete cone failure R120 7,7 • he/ ®• 20)°® - he,/200/1000 0,8
R30 0,9/2,0
Characteristic
R60 0,8/2,0 2,2/3,3 3,0 / 5,0 4,5 / 6,8 8,6
resistance Nr k,p,ll pgQ 0.5/2.0
pullout fallure
R120 0.3/1.6 1,7/2,6 2,4 / 4,0 3.6 / 5,4 6,9

Table C4.2: Characteristic values of shear resistance under fire exposure

Size R30 Rl SO
FBZ, FBZ A4 VRk,s,fi.3o [kN] M°Rk,s,n,3o [Nm] Vpk.s.fi.eo [kN] M°Rk,s,fi,6o [Nm]
M8 35 1,8 1 1,4 1,6 1,2
MIO 40 3.6 2,9 3,0
M12 h«,ä 50 6,3 7,8 4,9 6,4
M16 65 11.7 19.9 9,1 16,3
M20 100 18,2 39,0 14,2 31,8

Size R90 R120

FBZ, FBZ A4 Vpk.s.fi.go [kN] M^Rk.s.fi.so [Nm] VRk,s.fi.i2o [kN] M^Rk.s.fi.izo [Nm]
M8 35 1,3 1,0 1,2 0.8
M10 40 2,2 2,4 1,9 2.1
M12 h«,a 50 3,5 5,0 2,8 4,3
M16 65 6,6 12,6 5,3 11,0
M20 100 10,3 24,6 8,3 21,4

Table C4.3: Minimum spacings and minimum edge distances of anchors under fire exposure
for tension and shear load

FBZ, FBZ A4
Size
MS 1 MIO i M12 1 M16 j M20
Spacing s„i„ Annex 83

Edge distance Cmm Cmin ~ 2 • hef,

for fire exposure from more than one side Cmm ^ 300 mm

fischer Bolt Anchor FBZ, FBZ A4

Performances Annex C 4
Characteristic values of resistance under fire exposure

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Table C5.1: Displacements under static and quasi static tension loads
FBZ, FBZ A4
Size
M8 MIO M12 M16 M20

Dispiacement - factor for tenslle load^'

5no - factor 0,22 0,12 0,09 0,08 0,07
in cracked concrete
5n« - factor 0,78 0,40 0,19 0,09
[mm/kN]
6no - factor 0,07 0,05 0,06 0,05
in uncracked concrete
5n« - factor 0,29 0,21 0,14 0,10 0,06

Table C5.2: Displacements under static and quasi static shear loads
FBZ
Size
MB MIO M12 M16 M2G
DIsplacement - factor for shear loadw
5vo - factor 0,35 0,37 0,27 0,10 0,09
in cracked concrete [mm/kN]
5v„ - factor 0,52 0,55 0,40 0,14 0,15
FBZ A4
5vo - factor 0,23 0,19 0,18 0,10 0,11
in uncracked concrete [mm/kN]
8v« - factor 0,27 0,22 0,16 0,11 0,05
Caicuiation of effective dispiacement: Caicuiation of effective dispiacement;
8no = 8no ~ factor • Ned 6vo = 8vo ~ factor • Ved
Sn« = 5n« - factor • Ned Svm = Sv« —factor • Ved
(Ned: Design vaiue of the appiied tension force) (Ved: Design value of the appiied shear force)

fischer Bolt Anchor FBZ, FBZ A4

Performances
Annex C 5
Displacements under tension and shear loads

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 European Technical ETA-07/0142
Assessment of 9 December 2016
English translation prepared by DIBt - Original version in German language

General Part

Technical Assessment Body issuing the Deutsches Institut für Bautechnik

European Technical Assessment:

Trade name of the construction product fischer drop-in anchor EA II

Product family Deformation-controlled expansion anchor for multiple use

to which the construction product belongs for non-structural applications in concrete

Manufacturer fischerwerke GmbH & Co. KG

Klaus-Fischer-Straße 1
72178 Waldachtal
DEUTSCHLAND

Manufacturing plant fischerwerke

This European Technical Assessment 15 pages including 3 annexes

contains

This European Technical Assessment is Guideline for European technical approval of "Metal
electronic copy of the eta by dibt: eta-07/0142

issued in accordance with Regulation (EU) anchors for use in concrete", ETAG 001 Part 6: "Anchors
No 305/2011, on the basis of for multiple use for non-structural applications",
April 2013,
used as European Assessment Document (EAD)
according to Article 66 Paragraph 3 of Regulation (EU)
No 305/2011.

This version replaces ETA-07/0142 issued on 28 July 2016

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The European Technical Assessment is issued by the Technical Assessment Body in its official language.
Translations of this European Technical Assessment in other languages shall fully correspond to the
original issued document and shall be identified as such.
Communication of this European Technical Assessment, including transmission by electronic means,
shall be in full. However, partial reproduction may only be made with the written consent of the issuing
Technical Assessment Body. Any partial reproduction shall be identified as such.
This European Technical Assessment may be withdrawn by the issuing Technical Assessment Body, in
particular pursuant to information by the Commission in accordance with Article 25(3) of Regulation
(EU) No 305/2011.
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Specific Part

1 Technical description of the product

The fischer drop-in anchor EA II is an anchor made of galvanized or stainless steel which is
placed into a drilled hole and anchored by deformation-controlled expansion.
The fixture shall be anchored with a fastening screw or threaded rod according to Annex B 5.
The product description is given in Annex A.

2 Specification of the intended use in accordance with the applicable European

Assessment Document

The performances given in Section 3 are only valid if the anchor is used in compliance with the
specifications and conditions given in Annex B.
The verifications and assessment methods on which this European Technical Assessment is
based lead to the assumption of a working life of the anchor of at least 50 years. The indications
given on the working life cannot be interpreted as a guarantee given by the producer, but are to
be regarded only as a means for choosing the right products in relation to the expected
economically reasonable working life of the works.

3 Performance of the product and references to the methods used for its assessment

3.1 Mechanical resistance and stability (BWR 1)

The essential characteristics regarding Mechanical resistance and stability are included under
the Basic Works Requirement Safety in use.
3.2 Safety in case of fire (BWR 2)

Essential characteristic Performance

Reaction to fire Anchorages satisfy requirements for
Class A1
Resistance to fire See Annex C 4
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3.3 Safety in use (BWR 4)

Essential characteristic Performance
Characteristic resistance for static and quasi-static See Annex C 1 to C 3
loading, displacements

4 Assessment and verification of constancy of performance (AVCP) system applied, with

reference to its legal base

In accordance with guideline for European technical approval ETAG 001-6, April 2013 used as
European Assessment Document (EAD) according to Article 66 Paragraph 3 of Regulation (EU)
No 305/2011 the applicable European legal act is: [97/161/EC].
The system to be applied is: 2+

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5 Technical details necessary for the implementation of the AVCP system, as provided for
in the applicable EAD
Technical details necessary for the implementation of the AVCP system are laid down in the
control plan deposited with Deutsches Institut für Bautechnik.

Issued in Berlin on 9 December 2016 by Deutsches Institut für Bautechnik

Andreas Kummerow beglaubigt:

p. p. Head of Department Lange
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Fraunhofer IRB, ID: Fischerwerke

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Fraunhofer IRB, ID: Fischerwerke

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 European Technical ETA-07/0211
Assessment of 19 May 2016
English translation prepared by DIBt - Original version in German language

General Part

Technical Assessment Body issuing the Deutsches Institut für Bautechnik

European Technical Assessment:

Trade name of the construction product fischer Bolt Anchor FBN II, FBN II A4

Product family Torque controlled expansion anchor of sizes M6, M8,

to which the construction product belongs M10, M12, M16 and M20 for use in uncracked concrete

Manufacturer fischerwerke GmbH & Co. KG

Klaus-Fischer-Straße 1
72178 Waldachtal
DEUTSCHLAND

Manufacturing plant fischerwerke

This European Technical Assessment 14 pages including 3 annexes which form an integral part
contains of this assessment

This European Technical Assessment is Guideline for European technical approval of "Metal
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issued in accordance with Regulation (EU) anchors for use in concrete", ETAG 001 Part 2: "Torque
No 305/2011, on the basis of controlled expansion anchors", April 2013,
used as European Assessment Document (EAD)
according to Article 66 Paragraph 3 of Regulation (EU)
No 305/2011.

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The European Technical Assessment is issued by the Technical Assessment Body in its official language.
Translations of this European Technical Assessment in other languages shall fully correspond to the
original issued document and shall be identified as such.
Communication of this European Technical Assessment, including transmission by electronic means,
shall be in full. However, partial reproduction may only be made with the written consent of the issuing
Technical Assessment Body. Any partial reproduction shall be identified as such.
This European Technical Assessment may be withdrawn by the issuing Technical Assessment Body, in
particular pursuant to information by the Commission in accordance with Article 25(3) of Regulation
(EU) No 305/2011.
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Specific Part

1 Technical description of the product

The fischer Bolt anchor FBN II and FBN II A4 is an anchor made of zinc plated, hot-dip
galvanised or stainless steel which is placed into a drilled hole and anchored by torque-
controlled expansion.
Product and product description is given in Annex A.

2 Specification of the intended use in accordance with the applicable European

Assessment Document

The performances given in Section 3 are only valid if the anchor is used in compliance with the
specifications and conditions given in Annex B.
The verifications and assessment methods on which this European Technical Assessment is
based lead to the assumption of a working life of the anchor of at least 50 years. The indications
given on the working life cannot be interpreted as a guarantee given by the producer, but are to
be regarded only as a means for choosing the right products in relation to the expected
economically reasonable working life of the works.

3 Performance of the product and references to the methods used for its assessment

3.1 Mechanical resistance and stability (BWR 1)

Essential characteristic Performance

Characteristic resistance for tension and shear loads See Annex C 1 and C 2
in concrete
Edge distances and spacing See Annex C 1 and C 2
Displacements under tension and shear loads See Annex C 3

3.2 Safety in case of fire (BWR 2)

Essential characteristic Performance

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Reaction to fire Anchorages satisfy requirements for

Class A1
Resistance to fire No performance determined (NPD)

3.3 Safety in use (BWR 4)

The essential characteristics regarding Safety in use are included under the Basic Works
Requirement Mechanical resistance and stability.

4 Assessment and verification of constancy of performance (AVCP) system applied, with

reference to its legal base

In accordance with guideline for European technical approval ETAG 001, April 2013 used as
European Assessment Document (EAD) according to Article 66 Paragraph 3 of Regulation (EU)
No 305/2011 the applicable European legal act is: [96/582/EC].
The system to be applied is: 1

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5 Technical details necessary for the implementation of the AVCP system, as provided for
in the applicable European Assessment Document
Technical details necessary for the implementation of the AVCP system are laid down in the
control plan deposited at Deutsches Institut für Bautechnik.

Issued in Berlin on 19 May 2016 by Deutsches Institut für Bautechnik

Uwe Bender beglaubigt:

Head of Department Tempel
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General building authority approval
No. Z-21.8-2049 from 13th July 2016

Date: Reference:
24.01.2017 I 29-1.21.1-23/16

English translation authorized by DIBt - Original version in German language

Approval number: Validity

Z-21.1-1711 from: 01 December 2016
to: 01 December 2021

Applicant:
fischerwerke GmbH & Co. KG
Klaus-Fischer-Straße 1
72178 Waldachtal

Subject of the Approval:

fischer Hollow-ceiling Anchor FHY

The approval object stated above is hereby granted the general building authority approval. This general
building authority approval comprises of seven pages and six annexes.
This ‘Allgemeine bauaufsichtliche Zulassung’ (National Technical Approval) replaces the ‘Allgemeine
bauaufsichtliche Zulassung’ (National Technical Approval) Z-21.1-1711 of 25 November 2011. The subject of
approval was first issued on 26 November 2001.

DIBt I Kolonnenstraße 30 B| D-10829 Berlin | Tel.: -1-493078730-0 I Fax: +493078730-320 I E-Mail: dibt@dibt.de Iwww.dibt.de

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I. GENERAL CONDITIONS

1. With the ‘Allgemeine bauaufsichtliche Zulassung’ (National Technical Approval) the fitness for use
and the applicability of the subject of approval according to the ‘Landesbauordnungen’ (Building
Regulations of the Land) has been verified.

2. If, in the ‘Allgemeine bauaufsichtliche Zulassung’ (National Technical Approval) requirements are
made concerning the Special expertise and experience of persons entrusted with the manufacture of
construction products and types of construction according to the relevant regulations of the Land fol-
lowing section 17, sub-section 5 Musterbauordnung ('Model Building Code'), it is to be noted that this
expertise and experience can also be proven by equivalent verifications from other Member States
of the European Union. If necessary, this also applies to verifications presented within the framework
of the Agreement on the European Economic Area (EEA) or other bilateral agreements.

3. The ‘Allgemeine bauaufsichtliche Zulassung’ (National Technical Approval) does not replace the
permits, approvals and certificates prescribed by law for carrying out building projects.

4. The ‘Allgemeine bauaufsichtliche Zulassung’ (National Technical Approval) will be granted without
prejudice to the rights of third parties, in particular private property rights.

5. Notwithstanding further regulations in the "Specific Provisions" manufacturers and distributors of the
subject of approval shall make copies of the ‘Allgemeine bauaufsichtliche Zulassung’ (National
Technical Approval) available to the user and point out that the ‘Allgemeine bauaufsichtliche Zulas-
sung’ (National Technical Approval) has to be available at the place of use. Upon request copies of
the ‘Allgemeine bauaufsichtliche Zulassung’ (National Technical Approval) shall be placed at the
disposal of the authorities involved.

6. The ‘Allgemeine bauaufsichtliche Zulasssung’ (National Technical Approval) may be reproduced in

füll only. Publication in the form of extracts requires the consent of ‘Deutsches Institut für Bautechnik’
(DIBt). Texts and drawings of advertising brochures may not be in contradiction to the ‘Allgemeine
bauaufsichtliche Zulassung’ (National Technical Approval).

7. The ‘Allgemeine bauaufsichtliche Zulassung’ (National Technical Approval) is granted until revoked.
The provisions of the ‘Allgemeine bauaufsichtliche Zulassung’ (National Technical Approval') can
subsequently be supplemented and amended in particular, if this is required by new technical find-
ings.

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II. SPECIAL CONDITIONS

1 Subject of the approval and range of application

1.1 Subject of the approval

The fischer Hollow-ceiling anchor FHY is a torque-controlled expansion anchor made of zinc-plated
steel. It consists of an expansion sleeve and a cone with internal thread and a hexagonal nut with
washer, or a threaded bolt with washer and hexagonal nut.
By tightening the nut/bolt, the cone is pulled into the expansion sleeve and expands said sleeve. An-
nex 1 shows the anchor types in its installed condition.

1.2 Intended use

The anchor may be used under static and predominantly static loadings in hollow ceiling boards
made of prestressed concrete with a strength class of B 55 in accordance with DIN 1045:1988-07 or
C 45/55 in accordance with DIN EN 206-1:2001-07.
The hollow-ceiling anchor may be anchored only in prestressed concrete hollow board ceilings
where the cavity width does not exceed 4.2 times the web width (see Annex 1).
1)
The anchor may also be used as multiple fixing for the anchorage of light ceilings and suspended
ceilings according to DIN EN 13964:2007-02 in prestressed concrete hollow ceilings as well as for
static comparable anchorings up to 1.0 kN/m², if there are requirements concerning the fire re-
sistance duration for the construction of the light ceiling or suspended ceiling. This is not valid if re-
quirements concerning the fire resistance duration of ventilation lines or comparable components
or a possible fire load in the intermediate ceiling area exist.
The anchor made from zinc-plated steel may only be used in structures subject to dry internal condi-
tions.

2 Regulation for the building product

2.1 Characteristics and composition

Regarding its dimensions and material characteristics, the anchor must correspond to the data given
in the appendices.
The material characteristics, dimensions and tolerances of the anchor not specified in this approval
notification must comply with the data registered by the ‘Deutsches Institut für Bautechnik’, by the
certification body and the independent supervisory agency.
The anchorage element consists of a class A non-flammable building material according to DIN
4102-01: 1998-05 ‘Brandverhalten von Baustoffen und Bauteilen; Baustoffe - Begriffe, Anforder-
ungen und Prüfungen’ (Fire behaviour of building materials and building components; Building mate-
rials; Concepts, requirements and tests)“.
2.2 Packaging, storage and identification
The anchorage element may only be packed and delivered as a complete unit. For the design ver-
sion with hexagonal bolt, the bolt and the related washer may be supplied separately in compliance
with chapter 3.4.
The manufacturer must ensure that each anchor's packaging, package insert or delivery note is
properly identified with the conformity mark (Ü-Zeichen) in accordance with the national regulations

1) The building component have to be fixed in a way that in case ot the failure of one fixing point a shifting of
the load on two neighbouring fixing points is possible. A fixing point is an anchorage which consists of one or
more anchors.

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governing conformity marks. In addition the works symbol, the approval number and the complete
designation of the anchor are to be specified. The identification may only take place, if the assump-
tions in accordance with section 2.3 are fulfilled.
The anchor is characterised according to its works symbol, anchor type and the thread diameter, i.e.,
fischer FHY M 8.
The works symbol, the anchor type and the thread diameter according to Annex 3 are to be imprint-
ed on the anchor.
For anchorings using a threaded bolt, the strength class of the thread is to be marked in compliance
with Annex 2.

2.3 Proof of conformity

2.3.1 General
The confirmation of the conformity of the anchor with the regulations of this general approval must
take place for every manufacturing plant with a certificate of conformity on the basis of an in-plant
production inspection and a regular inspection by an independent agency including an initial testing
of the anchor according to the following regulations.
For the granting of the certificate of conformity and the inspection by an independent agency includ-
ing the production tests to be carried out in this regard the manufacturer of the anchor must engage
a recognised certification body as well as a recognised inspection authority.
The manufacturer shall State by marking the products with the conformity mark (Ü-Zeichen) with ref-
erence to the intended use, that the certificate of conformity is issued.
The ‘Deutsches Institut für Bautechnik’ is to be given a copy of the certificate of conformity awarded
by the certification authority.
If the hexagonal bolt according to DIN EN 24 017 is supplied by third party suppliers, the completion
of the tests specified in chapter 3.4 is to be evidenced by an acceptance certificate 3.1. issued by an
independent inspection agency in compliance with DIN EN ISO 10204:2005-01.
2.3.2 Factory production control
An internal production inspection is to be established and carried out in each manufacturing plant. In-
ternal production inspection means the continuous supervision of the production by the manufacturer
to ensure that the manufactured building products are corresponding to the general approval.
For amount, type and frequency of the factory production control the inspection plan which has been
deposited at the ‘Deutsches Institut für Bautechnik’ and the certification body is decisive.
The results of the factory production control are to be recorded and evaluated. The records have to
comprise of at least the following data:
- Designation of the building product with respect to the initial material and their components
- Type of control and testing
- Data ot production and testing of the building product with respect to the initial and ist compo-
nents
- Results of the inspection and testing as well as – when applicable – comparison with the require-
ments
- Signature of the person responsible for the internal production inspection

The records are to be kept for at least five years and to be shown to the independent supervising
agency. They are to be presented to the ‘Deutsches Institut für Bautechnik’ and the highest appro-
priate supervision authority upon request.
In case of an insufficient test result the manufacturer immediately has to take the necessary steps to
remedy the fault. Building products not complying with the requirements are to be handled in such
way that mistakes with complying building products are ruled out. The current tests are to be repeat-
ed immediately after the fault is remedied - as far as it is technically feasible and necessary to prove
the remedy of the faults.

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2.3.3 Inspection by an independent agency

The in-plant production inspections in each manufacturing plant are to be regularly checked by an
independent agency, at least once a year.
An initial testing of the anchors is to be carried out within the framework of the independent agency
and also samples have to be taken for random sampling tests. The recognised supervision authority
is responsible for the taking of samples and the tests.
The results of the certification and the inspection by an independent agency are to be kept at least
five years. They are to be presented by the certification authority or the inspection authority to the
‘Deutsches Institut für Bautechnik’ or the highest appropriate construction supervision authority upon
request.

3 Provisions for Design

3.1 General

The anchorages are to be designed by engineers. Taking into account the loads to be anchored, cal-
culations and drawings, capable of being checked are to be prepared.
Proof must be furnished that the web-width of the pre-stressed hollow board ceilings not exceeding
4.2 times the cavity width (b H ≤ 4.2 ≤ b St ; see Annex 1). The proof of the direct local transmission of
the anchor loads into the concrete member has been delivered. The transmission of the loads to be
anchored in the building component is to be proven.
Bending stress acting on the anchor may only be disregarded if all of the following conditions are
met:
- The fixture to be attached consists of metal and is braced flat against the concrete without any in-
termediate layer in the anchorage zone.
- The building component with its entire thickness abuts against the anchor.
- The clearance hole in the fixture to be attached does not exceed the values specified in Annex 4.
If the specified clearance hole diameter in the component to be attached cannot be maintained, spe-
cial measures must be taken (e.g. stronger washers) due to the risk of pull-through failure.
Additional stresses, which can occur due to inhibited deformation within the anchor, the component
to be attached and the component itself (e.g. during temperature changes) must be taken into con-
sideration.
3.2 Load bearing capacity
The design resistance acting on the anchors set in pre-stressed hollow board ceilings apply to the
stress directions axial tension, shear and oblique tension at any angle. The design loads are stated
in Annex 5 depending on the lower web thickness d u of the pre-stressed hollow board ceiling.
For the ultimate limit state it has been proved that the calculation is in compliance with the following
equations:
Tension and Shear stress FSd ≤ FRd
Bending MSd ≤ 𝑀Rd
FSd MSd
Bending and Tension + ≤ 1.0
FRd MRd

F Sd = Design value for the action (Tension and Shear)

F Rd = Design value for the resistance, according Annex 5
M Sd = Design value for the action (Bending)
The theoretical fixing point is located under the concrete surface by the nom-
inal diameter of the bolt.
M Rd = Design value of the resistance bending stress, according Annex 4

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3.3 Displacement behaviour

FRd
Under tension load by for the anchor sizes M6 and M8 there is to expect a displacement of the
1.4
anchors of 0.1mm and for the anchor size M10 up to 0.4mm. During permanent loading bigger dis-
placements has to be expected.
FRd
In case of shear loads by for the anchor sizes M6 and M8 there is to expect a displacement of the
1.4
anchors of 0.9mm and for the anchor size M10 up to 1.4mm. In addition the gap between attachment
and anchor has to be taken into account. The displacement in case of oblique tension under any an-
gle has to be combined from the displacements in case of tension and shear load. The displace-
ments result from the given guide values using a linear interpolation.
3.4 Anchoring using hexagonal bolt
In the case if the hexagonal bolt isn’t delivered by the producer of the anchor, it has to be determined
concerning the screw length by the planning engineer under consideration of the thickness of the at-
tachment, the minimum screw in depth and the possible tolerances according Annex 4.
The hexagonal bolt must comply to the material classes and surface treatment given in Annex 2.

4 Provisions for installation

4.1 General

The anchor may only be used as a standard produced anchorage unit. It is also allowed to use a
separately delivered hexagon screw and a corresponding washer according to chapter 3.4.
The installation of the anchor is to be done in accordance with the constructional drawings following
section 3.1 and the installation guide of the company. Prior to setting the anchor, the exact position
of the stressing tendons must be determined using a suitable metal detecting device, and the posi-
tion must be marked on the underside of the ceiling. If the anchor is not set centred in the cavity axis,
the minimum spacing between the anchor axis and the axis of the tensioning strands must be at
least 50 mm (cf. Annex 6).

4.2 Setting of the drill hole

The drill hole is to be drilled perpendicular to the surface of the anchorage base with a hard metal
hammer drill bit. The hard metal hammer drill bit must comply with the specifications listed in the
leaflet “Kennwerte, Anforderungen und Prüfungen von Mauerbohrern und Schneidköpfen aus Hart-
metall, die zur Herstellung der Bohrlöcher von Dübelverankerungen verwendet werden” (Edition Ja-
nuary 2002). The compliance to the drill bit parameters according to section 5 of the leaflet has to be
proved.
The nominal drill bit diameter and the cutting diameter are to be in accordance with
Annex 4.

4.3 Installation of the anchor

The lower web thickness must be measured before the anchor is set.
The anchor must be inserted into the drill hole such that the expansion sleeve lies flush with the sur-
face of the concrete.
The anchor must be installed with a calibrated torque wrench. The torque moments are specified in
Annex 4; they must be applied to the hexagonal nut of the threaded bolt respectively to the hexago-
nal bolt. The anchor is properly anchored and may be loaded only if the prescribed torque can be
applied.
Installed anchors may be re-checked at any time; the prescribed anchoring torque must be capable
of being re-applied repeatedly.

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4.4 Checking the installation

During the installation of the anchors the contractor entrusted with anchorages or the
construction supervisor assigned by him or a competent representative of the construction supervi-
sor have to be present on the job site. He has to ensure the proper installation.
During installation of anchors records about proof of the concrete strength class and proper installa-
tion of anchors shall be kept by the construction supervisor or his competent representative.
The records must be available on the job site during the construction period and they shall be pre-
sented on request for inspection. These records, as well as the delivery notes, shall be deposited at
the company for at least five years after completion of the construction work.

Andreas Kummerow Certified

Head of Division

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For anchoring in pre-stressed concrete hollow board ceilings

Cavity fixings permitted only in pre-stressed concrete hollow board ceilings in which the cavity width does not
exceed 4.2 times the web width (b H ≤ 4,2 * b St ). The anchor may be installed into the concrete member if the
web thickness in Annex 5 and the spacing to the tensioning strands in Annex 6 are proved (also in the area of
solid material)

Tinst

Tinst Tinst

Key: Sp = Axial spacing to the tensioning strands

t fix = thickness of the fixture
du = web thickness
T inst = Installation torque
c = edge distance

Hollow-ceiling anchor FHY

Annex 1
Product and intended use

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Table 1: Designations and materials

Part Designation Materials / Surface treatment
Steel, DIN EN ISO 898-1:2013 strength class 5.8 bzw. 8.8
1 Hexagonal bolt 1)
(M6); strenght class 4.6, 5.8 or 8.8 (M8 und M10)
1)
2 Washer Cold strip DIN EN 10139:2016
1)
3 Expansion sleeve Cold strip DIN EN 10 139:2016
1)
4 Cone Steel DIN EN 10277-3:2008
Steel DIN EN ISO 898-2:2012; strength class 5 or 8 (M6) bzw.
5 Hexagonal nut 1)
4, 5 or 8 (M8 und M10)
Steel DIN EN ISO 898-1:2013, strength class 5.8, 8.8 (M6)
6 Threaded bolt 1)
bzw. 4.6, 5.8 or 8.8 (M8 und M10)
Galvanised according DIN EN ISO 4042:2001; ≥ 5µm
1)

The strenght class of the threaded parts according to DIN EN ISO 898-1 has to be determined by the planning
engineer in compliance with Annex 4.

Hollow-ceiling anchor FHY

Annex 2
Product description and materials

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Expansion sleeve
Identifying mark:
- works symbol
- FHY thread size
Cone
i.e. FHY M8
Thread

Table 2: Dimensions

Cone
h nom øa b c l
Type Thread
[mm] [mm] [mm] [mm] [mm]
FHY M6 37 M6 9,2 15,2 1,0 30
FHY M8 43 M8 11,5 17,0 1,0 35
FHY M10 52 M10 15,0 23,5 1,5 40

Hollow-ceiling anchor FHY

Annex 3
Dimensions

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Table 3: Installation parameters / Design resistance for bending

Type FHY FHY FHY

M6 M8 M10
Nominal drill diameter [mm] 10 12 16
Drill bit diameter ≤ [mm] 10,45 12,50 16,50
Drill hole depth h 1 ≥ [mm] 50 60 65
min. l s ≥ [mm]
1)
Length of hexagonal bolt 39 + t fix 45 + t fix 54 + t fix
Length of threaded bolt min. l B ≥ [mm] 62 + t fix 68 + t fix 77 + t fix
Clearance hole in the fixture d f ≤ [mm] 7 9 12
Installation torque T inst =[Nm] 10 10 20
Design value for strength class 4.6 [Nm] - 9,0 17,9
2)
resistance against strength class 5.8 [Nm] 6,2 15,0 30,0
2)
bending M Rd strength class 8.8 [Nm] 9,8 23,9 47,9
1)
For hexagonal bolts with shaft according to DIN EN ISO 4017:2015 the shaft length must be ≤ t fix .
2)
Marking see Annex 2

Anchor configuration
Condition: b H ≤ 4,2 * b St

Permissible position of the drill holes see Annex 6

Hollow-ceiling anchor FHY

Annex 4
Installation parameters
Design resistance for bending

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Table 4: Design resistance, spacings and edge distances of the anchors for all load directions in pre-
stressed concrete hollow board ceilings with a concrete strenght class ≥ C45/55 res. B55

Anchor size FHY M6 FHY M8 FHY M10

≥ 25 ≥ 30 ≥ 25 ≥ 30 ≥ 30
Web thickness d u [mm] < 30 ≥ 40 ≥ 40 ≥ 40
< 40 < 30 < 40 < 40

Single anchor
F Rd 1)
[kN] 1,0 1,3 2,8 1,0 1,3 2,8 1,7 4,2
with s cr and c cr
Edge distance c cr ≥ [mm] 150
F Rd 1)
[kN] 0,5 1,1 2,5 0,5 1,1 2,5 1,4 3,8
with s cr and c min
minimal edge distance c min = [mm] 100
spacing s cr [mm] 300

Anchor pairs 2)
F Rd 1) / anchor pair
[kN] 1,0 2,0 3,6 1,0 2,0 3,6 2,8 6,7
with s min and c cr
minimal spacing s min = [mm] 70 80 100 70 80 100 80 100
Edge distance c cr ≥ [mm] 150
F Rd 1) / anchor pair
[kN] 0,5 1,8 3,3 0,5 1,8 3,3 2,5 6,0
with s min and c min
minimal spacing s min = [mm] 70 80 100 70 80 100 80 100
minimal edge distance c min = [mm] 100
For edge distances c min < c ≤ c cr the design resistance values may be determined by linear interpolation.
1)
2)
The design loads apply to the anchor pair. The design resitance for the anchor exposed to the highest stress
load must not exceed the values specified for single anchors. In case of anchor pairs with axial spacing
s min < s ≤ s cr the design resistance values may be determined by linear interpolation, with twice the design load
for single anchors allowed for the limit s = scr for the anchor pair under centric load introduction.

Hollow-ceiling anchor FHY

Annex 5
Design values of the resistance for all load directions, spacing and edge
distances

Z2677.17 1.21.1-23/16
General building authority approval
No. Z-21.1-1711

Area where no anchoring is allowed.

The anchoring must have a distance from the anchor axis to the tensioning strands of at least 50mm.

Hollow-ceiling anchor FHY

Annex 6
Minimum distance to the tensioning strands

Z2677.17 1.21.1-23/16
MFPA MFPA Leipzig GmbH
Testing, lnspection and Certification Authority for
Construction Products and Construction Types
Leipzig InstituteforMaterials Research and Testing
Business Division 111 - Structural Flre Protection
Dipl.-lng. Sebastian Hauswaldt
Work Group 3.2 - Fire Behaviour of Building Components
and speclal Constructlons
Dipi.-Wirtsch.-lng. S. Kramer
Tel.: +49 (0) 341 -6582-194
kramer@mfpa-leipzig.de

Advisory Opinion No. GS 3.2/14-175-4

17 April 2015
No. Copy 1

Translation ofthe original German document GS 3.2114-1 75-4

Subject matter: Advisory opinion on the strength and deformation behaviour of the fiseher
FUS channel and of the fiseher cantilever arm FCA in the sizes 41 and 62.

Client: fischerwerke GmbH & Co. KG

Klaus-Fischer-Straße 1
D - 072178 Waldachtal

Date of order: 22. October 2014

Person in charge: Dipi. -Wirtsch.-lng. Sabine Kramer

ldentification: none

Validity: 16. April 2020

This document consists of 8 pages and 1 Annex.

This document may only be reproduced in its unabbreviated form. All publication, even in excerpts, requires the prior written
permission of MFPA Leipzig GmbH. The legal binding form is the written German form with the original signatures and original
stamp of the authorized signatory I signatories.

Generaltermsand conditions of MPFA Leipzig GmbH are valid.

Test Iaborstory accredited by DAkkS GmbH Gesellschaft für Materialforschung und Pltlfungsanstalt tar das
according to DIN EN ISO/IEC 17025. The Bauwesen Leipzig mbH (MFPA Leipzig GmbH)
accreditation only applies to the test methOds listed
in the certificate (in thi s document mar1<ed with ') Head Office: Hans-Weigei-Str. 2b - 04319 Leipzig/Germany
whic/1 can be seenon www. mfpa-leipzig.de Managing Director. Prof. Dr.-lng. Frank Dehn
Comrn Register. Local Court Leipzig HRB 1n 19
VAT-10: DE 813200649
Tel.: +49 (0) 341 - 6582-0
Fax: +49 (0) 341 -6582-135
 MFPA Leipzig GmbH GS 3.2/14-175-4
Structural Fire Protection 17 April 2015 Page 2 of 8

1 Objective and request

MFPA Leipzig GmbH was commissioned on 22. October 2014 by fischerwerke GmbH & Co. KG to
prepare an advisory opinion on the strength and deformation behaviour of the FUS channel with a
exposure to fire and anchorage in a reinforced concrete base

2 Principles and documents for the advisory opinion

The following documents were taken into account for the advisory opinion
[1] RAL-GZ 656 Fire-tested pipe support from May 2010 of the Deutschen Instituts für Gütesicherung
und Kennzeichnung e.V. ( German Institute for Quality Assurance and Certification).
[2] Technical data sheets for the FUS channel from the firm of fischerwerke GmbH & Co. KG.
[3] Test report PB 3.2/14-175-3 from 17.04.2015 of MFPA Leipzig GmbH: FUS channels in the sizes
41 and 62 - test in compliance with RAL-GZ 656 (May 2010) to determine the strength and
deformation behaviour.
[5] DIN EN 1993-1-2:2010-12 Eurocode 3: Design of steel structures - Part 1-2: General rules -
Structural fire design
[6] Model guideline for technical fire protection requirements on conduit systems (Model Conduit
Systems Guideline MLAR) as amended on 17.11 .2005
[7] Test report (3147/252/ 12) - CM from 05.10.2012 of the MPA Braunschweig: testing and
evaluation of fiseher FUS channel systems consisting of fiseher FUS channel FUS 41 /2.5 and
fiseher cantilever arms FCA 41 in conjunction with fiseher slid ing nuts FCN Clix with respect to
the fire behaviour with a flame impingement acc. to the standard temperature-time curve pursuant
to DIN EN 1363-1 : 1999-10.
[8] Supplement to the test report (3147/252/12)- CM from 05.10.2012 of the MPA Braunschweig:
testing and evaluation of fiseher FUS channel systems consisting of fiseher FUS channels
FUS 41/2.5 and fiseher cantilever arms FCA 41 in conjunction with fiseher sliding nuts FCN Clix
with respect to the fire behaviour with a flame impingement acc. to the standard temperature-time
curve pursuant to DIN EN 1363-1 : 1999-10.

3 Oescription of the construction

The tested channels FUS 41 /2.5 and FUS 62/2.5 as weil as the cantileverarm FCA 62 is a supporting
system of galvanised steel. They are mainly used to fasten pipes in conjunction with the corresponding
pipe clamps or to support electrical installation conduits with a predominantly static Ioad. Both the
channels and the cantilever arms are profiled steel sections of cold-formed, galvanised steel strip. The
FCA also have a base plate that is used to fasten the cantilever arm to wall elements. Various Ioads and
suspension combinations were tested .
Further details of the material, dimensions of the tested samples as weil as the test conditions and
Observations can be found in the corresponding test reports [3] and [7].

I' r.
L
 MFPA Leipzig GmbH GS 3.2/14-175-4
Structural Fire Proteelien 17 April 2015 Page 3 of 8

4 Fire protection assessment

The permissible Ioads are determined on the basis of GAL-GZ 656 Fire-tested pipe support: 2010-05 [1].
The following characteristic parameters for the Ioad under tension can be quoted for the FUS channel on
this basis (Table 1).

Table 1 Characteristic maximum tension resistance for the FUS channel

Permissible maximum Ioad as a

Suspended Type of function of the fire-resistance
Channel Span Load period
height suspension
30
I 60
I 90
I 120
[mm] [mm] Max. F [kN]

400 0 GS EL 1.20 0.79 0.61 0.50

ML 1.20 0.79 0.61 0.50
400 0 GS
GL 1.20 0.79 0.61 0.50
EL 2.40** 1.33** 0.92** 0.72**
400 500 GS ML 2.40** 1.33** 0.92** 0.72**
FUS 41 /2,5
GL 3.00** 2.10** 1.41** 1.06**
EL 1.61** 1.04** 0.80** 0.67**
700 500 GS ML 1.61** 1.04** 0.80** 0.67**
GL 2.44** 1.57** 1.21** 1.00**
1250 500 GS GL 3.29 1.81 1.27 0.98
400 0 GS EL 1.76 1.06 0.78 0.62
ML 1.76 1.06 0.78 0.62
400 0 GS
GL 1.76 1.06 0.78 0.62
EL 2.27 1.31 0.93 0.72
1000 500 GS ML 2.52 1.60 1.21 0.99
FUS 62/2,5
GL 2.52 1.60 1.21 0.99
1250 500 GS GL 2.41 1.65 1.31 1.1 1
EL 1.33 0.87 0.68 0.57
1000 500 FUS 41 /2,5 ML 1.92 1.34 1.08 0.92
GL 1.92 1.34 1.08 0.92
ML 4.30 2.14 1.39 1.01
FCA 62/2,5 960 500 GS
GL 4.30 2.14 1.39 1.01
*no data possible
**values Iaken from [7]

The graphical analysis of the test results as weil as the corresponding fire-resistance period can be found
in Annex 1. The maximum Ioads quoted relate to a complete failure of the relevant construction. Any
serious deformations that suddenly occur beforehand are ignored. ,
\

•
r
I
 MFPA Leipzig GmbH GS 3.2/ 14-1 75-4
Structural Fire Protection 17 April 201 5 Page 4 of 8

5 Restrietions on use
The foregoing assessment of the FUS channel as weil as the suspension cantilever arm FCA excludes
their use for cable systems with integrated functional integrity and electric conduits acc. to
Dl N 41 02-12: 1998-11 . Further assessments and proofs are needed with respect to the overall system for
such applications.
The junctions/intersections must be designed in the manner shown in the test report. ln particular, HK 41
channel washer of at least size M1 0 have to be used on both sides with corresponding nuts (strength
class ~ 8) if suspended with threaded rods (at least M1 0, strength class ~ 4.8). The FUS channel should
be arranged in this case so that the connectors FCN Clix P are only used in the channel profiles that are
open at the top. The connectors FCN Clix P are locked with channel washers HK 41 and MU threaded
nuts in this setup and may only be used to support Ioads.
The directly mounted FUS channel should be arranged so that the connectors FCN Clix P are only used
in the channel profiles that are open at the bottom. The connectors FCN Clix P are locked with channel
washers HK 41 and MU threaded nuts in this setup.
ln the case of a suspension with FUS 41 /2.5, the FUS channels aretobe arranged so that the connectors
FCN Clix P are only used in the channel profiles that are open at the top and side. The connectors
FCN Cl ix P are locked with the UWS angles and SKS hexagon bolts in this setup.
lf pipe clamps or other installations are mounted below the channel they should be fastened by fiseher
channel washers arranged on both sides as weil as the corresponding nuts and threaded rods of the
desired fire-resistance period .
lf the FUS channels are used in the intermediate ceiling area of suspended counter ceiling constructions
that are relevant with respect to fire protection, a minimum gap "a" is defined on the safe side between
the upper side of the suspended ceiling and the lower side of the channels. The goal is to rule out any
negative influence of the counter ceiling construction due to temperature-related vertical deformations of
the channels as weil as the linear changes of the threaded rods.
lt is assumed that the maximum protrusion of the nuts and threaded rods below the channels is less than
30 mm. lt also has to be ensured that both the channels as weil as the suspension cantilever arms
protrude at least 50 mm from the central axis of the vertical fastening to the lateral edge of the channel.

•
'•
.
I
I
I
j

I I
I
I I
.s::; I
I I I
Ig I I I
~ I
lf "Yf

. .. l .. , \ . <"---
l
Figure 1 Illustration of use in the intermediate cei/ing area - suspended with threaded rods
MFPA Leipzig GmbH GS 3.2/14-175-4
Structural Fire Protection 17 April 2015 Page 5 of 8

,. '
I V

I
I of I
~

Eo
0~ ao
I I
I .c. I
I I
I 0 ~ E0 I
0 ~....m.....m..
I r: 0 0
..m.....m..E 0
0 0 r:1 I
~. ~I
..... I, , l
I ,

Figure 2 Illustration of use in the intermediate ceiling area - suspended with channels

Figure 3 Illustration of use in the intermediate ceiling area - direct fastening to the ceiling

"
I
I

I
.c. I
I
I
I l I I
~
:r>
~ ~I~ ro

·ec I I
i
I
' . ' . . . . '
I ' .
'I
J
i
Figure 4 Illustration of use of the cantileverarm FCA in the intermediate ceiling area
I
~,
c
J
. L.-·,
".
 MFPA Leipzig GmbH GS 3.2/14-175-4
Structural Fire Protection 17 April 2015 Page 6 of 8

The minimum gaps "min a" are shown in Table 2. The values shown here take into account the
temperature-related change in length of the threaded rods used for suspension purposes as weil as the
maximum vertical deformations as a function of the span of the channels, the type of suspension and the
arrangement of the Ioad.
The minimum gaps "min a" quoted here to components below this that are relevant for fire protection
correspond to the maximum safety gaps assuming that the maximum permissible Ioads under exposure
to fire corresponding to Table 1 act on the system.
Since the useful height in the intermediate ceiling area in practice is often limited, the aforementioned
maximum safety gaps may not always be able to be realised. For this reason, reduced Ioads are
determined for the systems to be assessed which guarantee that with an exposure to fire acc. to the
standard temperature-time curve for 30 minutes, the minimum gap "min a" =50 mm is not exceeded.

Table 2 Minimum gaps "min a" when the channels are used in the intermediate ceiling area of counter
ceilings relevant for fire protection and maximum Ioad for which the maximum vertical deformation
of the overa/1 construction is s 50 mm for a fire-resistance period of 30 minutes
Maximum Ioad for a
Minimum gaps
Suspended Type of fire-resistance period
Channel Span Load "min a" at
height suspensio n F30 and
maximum Ioad
" min a" :s 50 mm
[mm] [mm] [mm] [kN]

400 0 GS EL 57 1.20
ML 57 1.20
400 0 GS
GL 57 1.20
EL 278** 0.90**

FUS 400 500 GS ML 278** 0.90**

41 /2, 5 GL 258** 1.50**
EL 320** 0.00**
700 500 GS ML 320** 0.00**
GL 299** 0.60**
1250 500 GS GL 468 -*
400 0 GS EL 25 1.76
ML 25 1.76
400 0 GS
GL 25 1.76
EL 460 -*
FUS 1000 500 GS ML 661 0.55
62/2,5 GL 661 0.55
1250 500 GS GL 592 0.50
EL 369 0.57
1000 500 FUS 41/2,5 ML 649 0.62
GL 649 - ~· 0.62 '
'
,
 MFPA Leipzig GmbH GS 3.2/14-175-4
Structural Fire Protection 17 April 2015 Page 7 of8

Continued Table 2
Maximum Ioad for a
Minimum gaps
Suspended Type of fire-resistance period
Channel Span Load "min a" at
height suspension F30 and
maximum Ioad
"min a" :s 50 mm
[mm] [mm] [mm] [kN]

EL 237** 0,90**
400 500 GS ML 237** 0,90**
FCA GL 237** 1,50**
41/2,5 EL 335** 0,00**
700 500 GS ML 335** 0,00**
GL 335** 0,60**
ML 550 4,30
FCA
960 500 GS
62/2,5 GL 550 4,30

*no data possible

**values taken from [7)

The minimum gap "min a" refers to the deformations of the overall construction consisting of channel and
suspension under exposure to fire. Additional deformations, e.g. from the installations (e.g. pipes) have to
be investigated separately.
The specified Ioad refers to a central and/or symmetrical arrangement of the Ioads. lf this is not possible
in practice the Ioads have to be reduced so that the maximum steel stresses are not exceeded in the
threaded rods.
The Ioads quoted in Tables 1 and 2 are summations of all single Ioads. This overall Ioad may not be
exceeded with a simultaneaus support and suspension at one point where the Ioad is introduced.

6 Special notes
The foregoing assessment only applies for the tested FUS channel of galvanised steel that have been
installed in accordance with the mounting instructions in the technical data sheets of the firm of
fischerwerke GmbH & Co. KG and taking into account the design of the junctions/intersections specified
in the test report.
On account of the better high-temperature behaviour of stainless steel, the figures also apply for FUS
channels and cantilever arms FCA with the same dimensions of stainless steel A2/A4.
The type of galvanisation has no effect on the fire resistance. This is why the figures also apply for FUS
channels and suspension cantilever arms FCA of hot-dip galvanised steel, provided the dimensions of the
channels are identical to those of the tested channels.
The assessment only applies in conjunction with the described components and in components that can
be classified in at least the fire-resistance class corresponding to the fire-resistance period of the channel
constructions.
The channel systems may only be used to fasten Installations (e.g. pipes) under a predominantly static
Ioad.
The channels have to be fastened to ceiling or wall constructions with fastenersthat have corresponding
fire protection verification. lf connecting to solid structural components it has tobe ensured that any Ioads
occurring during a fire can be absorbed. \
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 MFPA Leipzig GmbH GS 3.2/14-175-4
Structural Fire Protection 17 April 2015 Page 8 of 8

-- ~

Leipzig , 17 April 20l 5 I '

S.$v4!. \. .
Dipl.-lng. S. Hauswaldt ' Dipi. -Wirtsch.-lng . S. Kramer
Head of Business Division Testing Engineer

Annex 1 Graphical analysis of the test results

 MFPA Leipzig GmbH GS 3.2/14-1 75-4 Annex 1
Structural Fire Protection 17 April 2015 Page 1 of 9

Fire-resistance period for the combination FUS 41/2.5- direct- EL with a static span of 400 mm
3,0

2,8

2,6

2,4

2,2

z
...:
2,0 •
1,8
·=
"Cl
111 1,6
0
..J
1,4

1,2
• 1,20

1,0 ~ - -
1--.
0,8
~~-
0,79 !
0,6

0,4
....-
0,2

0,0
0 10 20 30 40 50 60 70 80
T
90 100 110
or
120 130 140

Time in minutes
• measured values FUS41 direkt EL - fire· resistance curve FUS41 direkt EL

Load-deformation curve for the combination FUS 41/2.5- direct- EL with a static span of 400 mm
after exposure to fire for 30 minutes

3,0

2,8

2,6

2,4

2,2

2,0

z
...:
1 ,8

·=
"Cl
111
1,6

0 1 ,4
..J

1,2

1,0

0,8

0,6

0,4

0,2

0,0
0 5 10 15 20 25 30 35 40 45 50

Deformation in mm

• measured values FUS41 direkt EL - Ioad-deformation curve FUSj1 direkt EL

The Ioad-deformation curve shows that even with a maximum Ioad of 1.20 [kN] andf exposure to fire for 30
minutes, no deformations greater than 50 mm are to be expected . l__
\
 MFPA Leipzig GmbH GS 3.2/14-175-4 Annex 1
Structural Fire Protection 17 April 2015 Page 2 of 9

Fire-resistance period for the combination FUS 41/2.5- GS GL with a static span of 1,250 mm
5,0

4,5 1--

4,0

3,5 3,29

...
z
.: 3,0

""'
'tJ

"'0
~
..J 2,5

~
2,0

1,5 1 .t - - - -
~
~h-_ L
1,0 1,27 • -.-
0,5 - ~~
0,0
0 10 20 30 40 50 60 70 80 90 100 110 120 130 140

Time in minutes
+ measured values FUS41 GS GL - fire-resistance curve FUS41 GS GL

Load-deformation curve for the combination FUS 41/2.5 - GS - GL with a static span of 1.250 mm
after exposure to fire for 30 minutes
5,0

4,5

4,0

3,5

...z 3,0

.:
'tJ 2,5
"'
0
..J

2,0

1,5

1,0

0,5

0,0
0 50 100 150 200 250 300 350 400 450

Deformation in mm

+ measured values FUS41 GS GL - Ioad-deformation curve FUS41 GS GL

I
The Ioad-deformation curve shows that the dead weight of the construction already Ieads to deformations
of more than 50 mm after exposure to fire for 30 minutes. '
 MFPA Leipzig GmbH GS 3.2/14-175-4 Annex 1
Structural Fire Protection 17 April2015 Page 3 of 9

Fire-resistance period for the combination FUS 62/2.5- direct- EL with a static span of 400 mm
3,0

2,8

2,6 -
2,4

2,2
•
z 2,0 -
1,76
""
.E 1 ,8
•
~
1:1

"'
0
1 ,6 -
-l

~
1,4

~1,0~
1,2

1,0

0,8
r+--- ~ ~ •
0,6 • 0,78
-
0,4
failure in mounting
0,62 •
0,2

0,0
0 10
I
20 30 40 50 60 70 80 90 100 110
I
120 130 140

Time in minutes
+ measured vaiues FUS62 direkt EL - fire-resistance curve FUS62 direkt EL

Load-deformation curve for the combination FUS 62/2.5 - direct- EL with a static span of 400 mm
after exposure to fire for 30 minutes

3,0

2,8

2,6

2,4

2,2

2,0

z 1 ,8
""
.E
1:1
1 ,6 •
"'0
-l
1 ,4

1 ,2

1,0

0,8
• •
0,6

0,4
•
0,2

0,0
0 3 4 5 6 7 8 9 10

Deformation in mm

+ measured values FUS62 direkt EL - Ioad-deformation curve FUS62 direkt EL

The test results show no clear Ioad-deformation curve. However, even with a maximum Ioad of 1.76 [kN]
' ---
and exposure to fire for 30 minutes, no deformations greater than 50 mm aretobe expe~ted. . JI
· .~1 I
\ I '
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 MFPA Leipzig GmbH GS 3.2/14-175-4 Annex 1
Structural Fire Protection 17 April2015 Page 4 of 9

Fire-resistance period for the combination FUS 62/2.5- GS- EL with a static span of 1.000 mm

3,0 -
2,8 -
2,6

2,4 2,27 -
2,2

z
.:.<
.5
2,0

1 ,8
"\
~
tU
0
1 ,6
~
~ •
...1
1,4

1,2 1.~ - -
1----
~~
1,0

0,8 0,93 r--- ~~ - • ~

0,6 0,72
0,4

0,2

0,0
0 10 20 30 40 50 60 70 80 90 100 110 120 130 140 150 160 170

Time in minutes
+ measuring values FUS62 GS EL - fire-resistance curve FUS62 GS EL

Load-deformation curve for the combination FUS 62/2.5 - GS- EL with a static span of 1,000 mm
after exposure to fire for 30 minutes

During the test with this construction there was a sudden streng increase in the deformation. This led to a
failure of the deformation measuring device. Accordingly, there are no test results to plot a Ioad-
deformation curve. However, all of the tested constructions displayed deformations greater than 50 mm
irrespective of the Ioad after 30 minutes exposure to fire. -
 MFPA Leipzig GmbH GS 3.2/14-1 75-4 Annex 1
Structural Fire Protection 17 Apri1 2015 Page 5 of 9

Fire-resistance period for the combination FUS 62/2.5- GS- ML with a static span of 1.000 mm
3,0

2,8
I
2,6 • 2,52

~
2,4

2,2 -
• - ,_ r- -

...z ~
2,0

.5 1,8 • -
"CC
"'
0
..J
1,6 ~1.~
1,4
1---
1,2

1,0
---:t---r--- ~~
0,99 ..
0,8

0,6

0,4

0,2

0,0
0 10 20 30 40 50 60 70 80 90 100 110 120 130 140

Time in minutes
• measured values FUS62 GS ML - fire-resistance curve FUS62 GS ML

Load-deformation curve for the combination FUS 62/2.5 - GS- ML with a static span of 1,000 mm
after exposure to fire for 30 minutes
3,0

2,8

2,6

2.4

2,2

2,0

...
z 1,8
.5 1,6
"CC
"'
0
..J
1,4

1,2

1,0

0,8

0,6

0,4

0,2

0,0
0 50 100 150 200 250 300 350 400 450 500 550 600 650 700

Deformation in mm

• measured values FUS62 GS ML - Ioad-deformation curve FUS62 GS ML

I
\.
 MFPA Leipzig GmbH GS 3.2/14-175-4 Annex 1
Structural Fire Protection 17 April 2015 Page 6 of 9

Fire-resistance period for the combination FUS 62/2.5- GS GL with a static span of 1.250 mm
5,0

4,5

4,0

3,5

...z
.: 3,0
'tl
"'
0
..J 2,5
2, 41

2,0
~ ...___
~~ :---.
1,5
1,65 •
1,0 1,31
1,11

0,5

0 ,0
0 10 20 30 40 50 60 70 80 90 100 110 120 130

Time in minutes
+ measured values FUS62 GS GL - fire-resistance curve FUS62 GS GL

Load-deformation curve for the combination FUS 62/2.5 - GS - GL with a static span of 1 .250 mm
after exposure to fire for 30 minutes
5,0

4,5

4,0

3,5

...z 3,0

.:
'tl 2,5
"'
0
..J
2,0

1,5
•
1,0 •
0,5

0,0
0 50 100 150 200 250 300 350 400 450 500 550 ~ 600

Deformation in mm

+ measured values FUS62 GS GL - Ioad-deformation curve FUS62,G.S GL

I
L
 MFPA Leipzig GmbH GS 3.2/14-1 75-4 Annex 1
Structural Fire Protection 17 A pril 2015 Page 7 of 9

Fire-resistance period for the combination FUS 62/2.5- FUS 41/2.5- EL with a static span of
1.000 mm
3,0

2,8

2,6

2,4

z
...:
2,2

2,0
.- -

.E
"C
1,8 - ·- - f-- ~-
-
1,6
"'
0
..J
1,4
• 1,33
- -
1,2
~ .........__
1,0

0,8 ~~
0,87
;---_
0,6

0,4
0,68 •
0,2 or
0,0
0 10 20 30 40 50 60 70 80 90 100 110 120 130 140

Time in minutes
• measured values FUS62 Fus41 EL - fire-resistance curve FUS62 Fus41 EL

Load-deformation curve for the combination FUS 62/2.5 - FUS 41/2.5 - EL with a static span of
1.000 mm after exposure to fire for 30 minutes
3,0

2,8

2,6

2,4

2,2

2,0

z 1,8
...:
.E 1,6
"C
"'
0
..J
1,4

1,2

1,0

0,8

0,6

0,4

0,2

0,0
0 10 20 30 40 50 60 70 80 90 100 110 120 130

Deformation in mm
/
I
• measured values FUS62 Fus41 EL -
{
Ioad-deformation curve FUS62 Fu~41 EL
\
. ....\
.,..."
!

./
 MFPA Leipzig GmbH GS 3.2/ 14-1 75-4 Annex 1
Structural Fire Protection 17 April2015 Page 8 of9

Fire-resistance period for the combination FUS 62/2.5- FUS 41/2.5- ML with a static span of
1~000 mm
3,0

2,8

2,6

2,4 -- --
2,2

2,0
•
• 1.?2
z
...:
.: ~
1,8 ~

-
.,
-o
0
..J
1,6

1,4 "'-l;t-- 1-

1,2

1,0
- ~~
1,08 ~D
•
-

0,8 - - 0,92
0,6

0,4

0,2

0,0
0 10 20 30 40 50 60 70 80 90 100 110 120 130 140

Time in minutes
• measured values FUS62 FUS41 ML - fire-resistance curve FUS62 FUS41 ML

Load-deformation curve for the combination FUS 62/2.5 - FUS 41/2.5 - ML with a static span of
1~000 mm after exposure to fire for 30 minutes
3,0

2,8

2,6

2,4

2,2

2,0

z 1,8
...:
.: 1,6
.,
.
-o
0 1,4
..J
1,2 -
1,0

0,8

0,6

0,4

0,2

0,0 +----.---,---~--..-----,.--~--~---,.---...---~---.--~--~=-...."....,_...._ ·-·

0 20 40 60 80 100 120 140 160 180 200 220 240 260 •2s0 I ~. •\

Deformation in mm (
,. I
:
'·)
·,;\ \J
\
~
' ' f .....-· ~
• measured values FUS62 FUS41 ML - Ioad-deformation curve FUS62 FUS41 Mt \ I
: I
-
\\
I --l. I
r ·' j ......--·.'
(
I
-- _,,~"
--
 MFPA Leipzig GmbH GS 3.2/14-175-4 Annex 1
Structural Fire Protection 17 April 2015 Page 9 of9

Fire-resistance period for the combination FCA 62- GS- ML with a static span of 960 mm
5,0

4,5
I
4,30 .

...z
4,0

3,5
\
~
3,0
·=
"Cl

"'0
~2,~ •
...1 2,5

2,0
•
1,5

1,0

0,5
~
-;~
-- 1'-----i:
•
1,01

I
0,0
0 10 20 30 40 50 60 70 80 90 100 110 120 130 140

Time in minutes
• measured values FCA Ml - fire-resistance curve FCA Ml

Load-deformation curve for the combination FCA 62- GS- ML with a static span of 960 mm after
exposure to fire for 30 minutes
5,0

4,5
•
4,0

3,5

...z 3,0

·=
"Cl
2,5
•
"'
0
...1

2,0
• •
1,5

• •
1,0

0,5

0,0
0 5 10 15 20 25 30 35 40 45 50

Deformation in mm
,\
• measured valuesFCA Ml - Ioad-deformation curve FCA Ml
!
The test results show no clear Ioad-deformation curve. However, even with a maximum Ioad of 4.30 kN
and exposure to fire for 30 minutes, no deformations greater than 50 mm aretobe expect~_? .
\\
.h..-.
.
_,", .. /
' ·~
 Certificate of Compliance
This certificate is issued for the following:

Expansion Shields
(See Attached)

Design Manufacturing
fischerwerke GmbH & Co KG fischerwerke GmbH & Co KG
Weinhalde14-18 Weinhalde14-18
D-72178 Waldachtal D-72178 Waldachtal
Germany Germany

FM Approvals Class: 1951, dated September 2003

Approval Identification: 0003023222 Approval Granted: July 8, 2005

To verify the availability of the Approved product, please refer to www.approvalguide.com

Said Approval is subject to satisfactory field performance, continuing Surveillance Audits, and strict conformity to the
constructions as shown in the Approval Guide, an online resource of FM Approvals.

February 12, 2015

Richard B. Dunne Date
Manager of Fire Protection
FM Approvals
1151 Boston-Providence Turnpike
Norwood, MA 02062
 Certificate of Compliance
Product Hanger Rod Max Nominal
Designation Size, mm Pipe Size, in. Remarks
EA II M10 10 4 Hammerset Anchor
EA II M12 12 8 Hammerset Anchor
EA II M16 16 12 Hammerset Anchor
EA II M20 20 12 Hammerset Anchor
FHII 15** 10 4 Expansion Anchor
FHII 18/80** 12 8 Expansion Anchor
FHII 18/100** 12 8 Expansion Anchor
FHII 24** 16 12 Expansion Anchor
FAZ II M10 4 Anchor bolt
FAZ II M12 8 Anchor bolt
FAZ II M16 12 Anchor bolt
FAZ II M20 12 Anchor bolt
FAZ II M24 12 Anchor bolt
FZA 14 x 40 M10 10 4 Zykon Undercut Anchor
FZA 14 x 60 M10 10 4 Zykon Undercut Anchor
FZA 18 x 80 M12 12 8 Zykon Undercut Anchor
FZA 22 x 100 M16 16 12 Zykon Undercut Anchor
FZA 22 x 125 M16 16 12 Zykon Undercut Anchor
FZA 22 x 125 M16 D/25 16 12 Zykon Undercut Anchor
FZA 18 x 80 M10 I 10 4 Zykon Undercut Anchor
FZA 22 x 100 M12 I 12 8 Zykon Undercut Anchor
FZA 22 x 125 M12 I 12 8 Zykon Undercut Anchor
FZA 14 x 80 M10 D/20 10 4 Zykon Undercut Anchor
FZA 14 x 100 M10 D/4 0 10 4 Zykon Undercut Anchor
FZA 18 x 100 M12 D/20 12 8 Zykon Undercut Anchor
FZA 18 x 130 M12 D/50 12 8 Zykon Undercut Anchor
FZEA II 12 x 40 M10* 10 4 Undercut Anchor
FZEA II 14 x 40 M12* 12 4 Undercut Anchor
*These anchors are also FM Approved when threaded for use with the nearest equivalent standard metric
or UNC size rod.
**Model FH II Approved with Bolt, Screw, Cap Nut or Countersink Screw Head.

All anchors are available in zinc plated steel and stainless steel.
 Certificate of Compliance
This certificate is issued for the following:

PIPE HANGER COMPONENTS FOR AUTOMATIC SPRINKLER SYSTEMS

For
Product Hanger Rod Component Nominal Pipe
Designation Size, mm, Description Sizes, mm
79688 TKL M 10* 10 Beam C-Clamp 20 through 100 mm
79689 TKL Ø11* 10 Beam C-Clamp 20 through 100 mm
20949 TKL M 12 12 Beam Clamp 20 through 200 mm
43275 TKL Ø13 12 Beam Clamp 20 through 200 mm
*For European jurisdictions that prefer to use clearance holes for the threaded rod and hex jam nuts to secure the rods to the
beam clamp.

Prepared for:
fischerwerke GmbH and Co KG
Weinhalde 14-18, D-72178 Waldachtal, Germany

FM Approvals Class: 1951

Approval Identification: 3050473 Approval Granted: December 2, 2013

To verify the availability of the Approved product, please refer to www.approvalguide.com

Said Approval is subject to satisfactory field performance, continuing Surveillance Audits, and strict conformity to the
constructions as shown in the Approval Guide, an online resource of FM Approvals.

Richard B. Dunne
Group Manager –Fire Protection
FM Approvals
1151 Boston-Providence Turnpike
Norwood, MA 02062
 W912ER-18-C-0002
MATERIAL SUBMITTAL
HVAC THE US ARMY CORPS OF ENGINEERS
Al Seal Contracting & Trading Co.W.L.L..
SUPPORTS
SYSTEM
(CARRIER)
SECTION
PARA

4. Material Safety Data Sheet

NOT APPLICABLE

Revision: 0 Date :24-JUNE-2018 Page No :

 W912ER-18-C-0002
MATERIAL SUBMITTAL
HVAC THE US ARMY CORPS OF ENGINEERS
Al Seal Contracting & Trading Co.W.L.L..
SUPPORTS
SYSTEM
(CARRIER)
SECTION
PARA

5. QCDD Certificate

Revision: 0 Date :24-JUNE-2018 Page No :

 ‫‪2016-09-27 :‬‬‫ﺗﺎﺭﻳﺦ ﺍﻟﻄﺒﺎﻋﺔ‬ ‫ﻭﺯﺍﺭﺓ ﺍﻟﺪﺍﺧﻠﻴــــﺔ‬
‫ﻭﻗـﺖ ﺍﻟﻄﺒﺎﻋﺔ ‪PM 12:40 :‬‬ ‫ﺍﻻﺩﺍﺭﺓ ﺍﻟﻌﺎﻣﻪ ﻟﻠﺪﻓﺎﻉ ﺍﻟﻤﺪﻧﻲ‬
‫ﺭﻗــﻢ ﺍﻟﻄﻠـﺐ ‪PAC16011870 :‬‬ ‫ﺇﺩﺍﺭﺓ ﺍﻟﻮﻗﺎﻳﺔ‬

‫ﺷﻬــــــﺎﺩﺓ ﻋﺪﻡ ﻣﻤﺎﻧﻌﺔ‬

‫ﺇﻋﺘﻤﺎﺩ ﻣﻨﺘﺞ‬ ‫ﻧﻮﻉ ﺍﻟﺸﻬﺎﺩﺓ ‪:‬‬
‫ﺑﻴﺎﻧﺎﺕ ﺍﻟﻤﻨﺸﺄﺓ‬
‫ﺍﺩ ﺍﺳﺘﺮﺍ‬ ‫ﺍﻻﺳﻢ ﺍﻟﺘﺠﺎﺭﻱ‪:‬‬
‫‪57264‬‬ ‫ﺭﻗﻢ ﺍﻟﺮﺧﺼﺔ ﺍﻟﺘﺠﺎﺭﻳﺔ‪:‬‬ ‫‪35506‬‬ ‫ﺭﻗﻢ ﺍﻟﺴﺠﻞ ﺍﻟﺘﺠﺎﺭﻱ‪:‬‬
‫ﺭﻗﻢ ﺍﻟﻬﺎﺗﻒ‪:‬‬ ‫‪12-1214-02‬‬ ‫ﺭﻗﻢ ﻗﻴﺪ ﺍﻟﻤﻨﺸﺄﺓ‪:‬‬
‫ﺍﻟﺒﺮﻳﺪ ﺍﻹﻟﻜﺘﺮﻭﻧﻲ‪:‬‬
‫‪Fire Fighting systems‬‬ ‫ﺍﻟﺘﺼﻨﻴﻒ ‪:‬‬
‫‪Pipe Hangers‬‬ ‫ﺇﺳﻢ ﺍﻟﻤﻨﺘﺞ ‪:‬‬
‫ﺗﻔﺎﺻﻴﻞ ﺍﻟﺸﻬﺎﺩﺓ‬
‫ﺗﻢ ﻣﺮﺍﺟﻌﺔ ﺍﻟﻄﻠﺐ ﺍﻟﻤﻘﺪﻡ ﻭﺍﺗﻀﺢ ﺑﺄﻧﻪ ﻻ ﻣﺎﻧﻊ ﻣﻦ ﺍﻋﺘﻤﺎﺩ ﺍﻟﻤﻨﺘﺞ ‪/‬ﺍﻟﻤﻨﺘﺠﺎﺕ ﺍﻟﻤﻮﺿﺤﻪ ﻓﻰ ﺍﻟﺘﻘﺮﻳﺮ ﺍﻟﻔﻨﻰ ﺍﻟﻤﺮﻓﻖ ﺑﻨﺎﺀ ﻋﻠﻰ ﺍﻋﺘﻤﺎﺩﻩ ﻣﻦ ﻗﺒﻞ ﺍﻟﻬﻴﺌﻪ‬
‫ﺍﻟﻤﺨﺘﺒﺮﻳﺔ ﺍﻟﻤﻮﺿﺤﻪ ﻓﻰ ﺍﻟﺘﻘﺮﺭ ﺍﻟﻔﻨﻲ ﺍﻟﻤﺮﻓﻖ ‪.‬‬
‫ﻣﻼﺣﻈﺎﺕ ‪:‬‬
‫‪-‬ﻳﺠﺐ ﻋﻠﻰ ﺍﻟﺸﺮﻛﻪ ﺍﻻﻟﺘﺰﺍﻡ ﻭﺍﻟﻌﻤﻞ ﺑﻤﺎ ﺟﺎﺀ ﻓﻲ ﺍﺷﺘﺮﺍﻃﺎﺕ ﻗﺴﻢ ﺃﻧﻈﻤﺔ ﺍﻟﺴﻼﻣﻪ ﺍﻟﺘﻲ ﺗﻢ ﺍﻻﻃﻼﻉ ﻭﺍﻟﻤﻮﺍﻓﻘﺔ ﻋﻠﻴﻬﺎ ﻣﻦ ﺧﻼﻝ ﺍﻟﻤﻮﻗﻊ ‪.‬‬
‫‪ -‬ﻳﺠﺐ ﺍﻥ ﻳﻘﻮﻡ ﺑﺘﺮﻛﻴﺐ ﻫﺬﺍ ﺍﻟﻤﻨﺘﺞ ﻣﻦ ﻗﺒﻞ ﻣﻬﻨﺪﺳﻴﻦ ﻭﻓﻨﻴﻴﻦ ﻣﻌﺘﻤﺪﻳﻦ ﻣﻦ ﺍﻹﺩﺍﺭﺓ ﺍﻟﻌﺎﻣﺔ ﻟﻠﺪﻓﺎﻉ ﺍﻟﻤﺪﻧﻲ‪.‬‬
‫‪ -‬ﻳﺠﺐ ﺍﻥ ﻳﺤﻤﻞ ﺍﻟﻤﻨﺘﺞ ﺍﻟﻌﻼﻣﺔ ﺍﻟﺘﺠﺎﺭﻳﺔ ﻟﻠﻬﻴﺌﻪ ﺍﻟﻤﺨﺘﺒﺮﻳﺔ ﺍﻟﻤﻌﺘﻤﺪﺓ ﻭﺍﻟﻤﻮﺿﺤﻪ ﻓﻲ ﺍﻟﺘﻘﺮﻳﺮ ﺍﻟﻔﻨﻲ ﺍﻟﻤﺮﻓﻖ ‪.‬‬
‫‪2018-09-27‬‬ ‫ﺗﺎﺭﻳﺦ ﺍﻹﻧﺘﻬﺎﺀ ‪:‬‬ ‫‪2016-09-27‬‬ ‫ﺗﺎﺭﻳﺦ ﺍﻻﻋﺘﻤﺎﺩ ‪:‬‬

‫ﻉ‪/‬‬

‫ﻣﺪﻳﺮ ﺇﺩﺍﺭﺓ ﺍﻟﻮﻗـﺎﻳـــــﺔ‬

‫ﺍﻹﺩﺍﺭﺓ ﺍﻟﻌﺎﻣﺔ ﻟﻠﺪﻓﺎﻉ ﺍﻟﻤﺪﻧﻲ‬
‫‪Page 1 of 2‬‬
 ‫ﺑﺴﻢ ﺍﻟﻠﻪ ﺍﻟﺮﺣﻤﻦ ﺍﻟﺮﺣﻴﻢ‬
DATE : 2016-09-27 : ‫ﺍﻟﺘﺎﺭﻳـــــــﺦ‬ ‫ﻭﺯﺍﺭﺓ ﺍﻟﺪﺍﺧﻠﻴﺔ‬
PERMIT # PAC16011870 : ‫ﺭﻗﻢ ﺍﻟﻄﻠﺐ‬ ‫ﺍﻹﺩﺍﺭﺓ ﺍﻟﻌﺎﻣﺔ ﻟﻠﺪﻓﺎﻉ ﺍﻟﻤﺪﻧﻲ‬
‫ﺇﺩﺍﺭﺓ ﺍﻟﻮﻗﺎﻳﺔ‬

TECHNICAL REPORT ‫ﺍﻟﺘﻘﺮﻳﺮ ﺍﻟﻔﻨﻲ‬

PRODUCT : Pipe Hangers : ‫ﺍﻟﻤﻨﺘﺞ‬

PRODUCT APPLICATION : Fire Fighting systems : ‫ﺗﺼﻨﻴﻒ ﺍﻟﻤﻌﺪﺓ‬
APPLICANT / P.O .Box ‫ﺍﺩ ﺍﺳﺘﺮﺍ‬ : ‫ﻣﻘﺪﻡ ﺍﻟﻄﻠﺐ‬
MANUFACTURER /
LOCATION :
FISCHERWERKE GmbH & CO. KG. / GERMANY :‫ ﺑﻠﺪ ﺍﻟﺼﻨﻊ‬/ ‫ﺍﻟﺸﺮﻛﺔ ﺍﻟﻤﺼﻨﻌﺔ‬

‫ﺍﻟﻮﺻﻒ‬ ‫ﺍﻟﻤﻮﺩﻳﻞ‬
ANCHOR BOLTS / EXPANSION SHIELDS, M10,M12,M16,M20,M24 mm HANGER ROD
FAZ II
SIZE, 4,8,12,12 INCH MAX NOMINAL PIPE SIZE.

3RD PARTY
Factory Mutual (FM) ‫ﺷﻬﺎﺩﺓ ﺍﻟﻤﺨﺘﺒﺮﺍﺕ ﺍﻟﻤﺴﺎﻧﺪﺓ‬
CERTIFICATE / - 0003023222 -
: ( ‫)ﻣﻦ ﻫﻴﺌﺎﺕ ﻣﻌﺘﻤﺪﺓ‬
APPROVAL :

RECOMMENDATIONS ‫ﺍﻟﺘﻮﺻﻴﺎﺕ‬
NOTES/STANDARD:

PROVIDE ANCHORAGE TO A CONCRETE BUILDING MEMBER FOR SUPPORTING PIPE HANGERS.

FM APPROVAL ID # 0003023222, CLASS 1951

/‫ﻉ‬

‫ﻣﺪﻳﺮ ﺇﺩﺍﺭﺓ ﺍﻟﻮﻗـﺎﻳـــــﺔ‬

‫ﺍﻹﺩﺍﺭﺓ ﺍﻟﻌﺎﻣﺔ ﻟﻠﺪﻓﺎﻉ ﺍﻟﻤﺪﻧﻲ‬
Page 2 of 2
 W912ER-18-C-0002
MATERIAL SUBMITTAL
HVAC THE US ARMY CORPS OF ENGINEERS
Al Seal Contracting & Trading Co.W.L.L..
SUPPORTS
SYSTEM
(CARRIER)
SECTION
PARA

6. Method Of Installation

Revision: 0 Date :24-JUNE-2018 Page No :

FBZ
Anchor Bolt FXA
fischer FZE
PO Box 261738 Tel: +971 4 8837477
Jebel Ali Freezone Fax: +971 4 8837476
Dubai technical@fischer.ae
UNITED ARAB EMIRATES www.fischer.ae

Method Statement: Concrete screw FBS.

Installation Equipments:

Rotary hammer with correct size of drill bit

Blower
Tangential Impact Tightening Wrench to tighten the screw

Installation:

Drill hole into the concrete through the base plate until the required drilling depth is reached.

Clean the hole with blower to remove the debris out of the drilled hole.

Screw is driven along with the tangential impact wrench.

Anchor is ready to hold the base plate.

Please observe all relevant safety precautions for the correct and safe installation of the system, for further
details or assistance please contact your Fischer representative.

Page 1 of 1
fischer FZE
PO Box 261738 Tel: +971 4 8837477
Jebel Ali Freezone Fax: +971 4 8837476
Dubai technical@fischer.ae
UNITED ARAB EMIRATES www.fischer.ae

Method Statement: Hollow Ceiling Anchor FHY

Installation Equipment :
Rotary hammer with correct size and length of drill bit
Steel or plastic brush
Blow out pump or compressed air nozzle
Hammer
Torque wrench with correct size socket

Installation:

 Drill hole into the concrete until the required depth is reached. Clean the hole
by brushing and blowing out all the debris.

 Tap the anchor into the hole with a hammer. (Web thickness will b measured
accurately.)

 Attached the fixture using the correct length of bolt or threaded rod.

 Tighten the fixture using the recommended torque.

Please observe all relevant safety precautions for the correct and safe installation of the system. For further
details or assistance please contact your fischer representative.

Page 1 of 1
 Basic knowledge of SaMontec

Suspended Supports

Hexagonal Nut
Hexagonal Nut

Threaded Rod
Threaded Rod
Pipe Clamp

Pipe Clamp

Hexagonal Nut

Threaded Rod

Hexagonal Nut

Channel

Anchor

Channel
Saddle flange
Annexure - C

Angle bracket

242
Basic knowledge of SaMontec

Floor Mounted Supports

U-strap

Angle bracket

Channel

Saddle flange

Suspended Supports

Saddle flange
Anchor
Channel

Angle bracket

Angle bracket

Threaded Rod

U-strap
Channel
Annexure - C

243
 Basic knowledge of SaMontec

Cantilever Supports

Pipe Clamp

Cantilever Arm

Cantilever Support with Bracing

Pipe Clamp

Anchor

Threaded Rod

Cantilever Arm
Angle bracket
Channel

Channel
Angle bracket
Cantilever Arm

Threaded Rod

Anchor

Pipe Clamp
Annexure - C

244
 W912ER-18-C-0002
MATERIAL SUBMITTAL
HVAC THE US ARMY CORPS OF ENGINEERS
Al Seal Contracting & Trading Co.W.L.L..
SUPPORTS
SYSTEM
(CARRIER)
SECTION
PARA

7. Warranty Certificate

Revision: 0 Date :24-JUNE-2018 Page No :

 W912ER-18-C-0002
MATERIAL SUBMITTAL
HVAC THE US ARMY CORPS OF ENGINEERS
Al Seal Contracting & Trading Co.W.L.L..
SUPPORTS
SYSTEM
(CARRIER)
SECTION
PARA

8. Material Sample

Revision: 0 Date :24-JUNE-2018 Page No :

 W912ER-18-C-0002
MATERIAL SUBMITTAL
HVAC THE US ARMY CORPS OF ENGINEERS
Al Seal Contracting & Trading Co.W.L.L..
SUPPORTS
SYSTEM
(CARRIER)
SECTION
PARA

9. O&M Manual

NOT APPLICABLE

Revision: 0 Date :24-JUNE-2018 Page No :

 W912ER-18-C-0002
MATERIAL SUBMITTAL
HVAC THE US ARMY CORPS OF ENGINEERS
Al Seal Contracting & Trading Co.W.L.L..
SUPPORTS
SYSTEM
(CARRIER)
SECTION
PARA

Enclosure B
MANUFACTURER DATA/ SUPPLIER FOLDER

Revision: 0 Date :24-JUNE-2018 Page No :

 W912ER-18-C-0002
MATERIAL SUBMITTAL
HVAC THE US ARMY CORPS OF ENGINEERS
Al Seal Contracting & Trading Co.W.L.L..
SUPPORTS
SYSTEM
(CARRIER)
SECTION
PARA

10. Supplier’s Document

Revision: 0 Date :24-JUNE-2018 Page No :

 W912ER-18-C-0002
MATERIAL SUBMITTAL
HVAC THE US ARMY CORPS OF ENGINEERS
Al Seal Contracting & Trading Co.W.L.L..
SUPPORTS
SYSTEM
(CARRIER)
SECTION
PARA

• Company Profile

Revision: 0 Date :24-JUNE-2018 Page No :

 W912ER-18-C-0002
MATERIAL SUBMITTAL
HVAC THE US ARMY CORPS OF ENGINEERS
Al Seal Contracting & Trading Co.W.L.L..
SUPPORTS
SYSTEM
(CARRIER)
SECTION
PARA

• ISO Certificate

Revision: 0 Date :24-JUNE-2018 Page No :

 W912ER-18-C-0002
MATERIAL SUBMITTAL
HVAC THE US ARMY CORPS OF ENGINEERS
Al Seal Contracting & Trading Co.W.L.L..
SUPPORTS
SYSTEM
(CARRIER)
SECTION
PARA

• CR Copy & Trade License

Revision: 0 Date :24-JUNE-2018 Page No :

 ‫>‪<Bar Code‬‬

‫ﻣﺴﺘﺨﺮﺝ ﺑﺒﻌﺾ ﺑﻴﺎﻧﺎﺕ ﺍﻟﺴﺠﻞ ﺍﻟﺘﺠﺎﺭﻯ‬

‫ﺗﺎﺭﻳﺦ ﺍﻟﻄﺒﺎﻋﺔ‪2018/02/19 :‬‬

‫ﻣﺴﺘﺨﺮﺝ ﺑﺒﻌﺾ ﺑﻴﺎﻧﺎﺕ ﺍﻟﺴﺠﻞ ﺍﻟﺘﺠﺮﻯ‬

‫*‪*35506‬‬
‫‪35506‬‬ ‫ﺭﻗﻢ ﺍﻟﺘﺴﺠﻴﻞ ﺍﻟﻀﺮﻳﺒﻲ‪:‬‬ ‫‪35506‬‬ ‫ﺭﻗﻢ ﺍﻟﺴﺠﻞ ﺍﻟﺘﺠﺎﺭﻯ‪:‬‬
‫ﺍﻟﺴﻤﺔ ﺍﻟﺘﺠﺎﺭﻳﺔ‪:‬‬ ‫ﺷﺮﻛﺔ ﺍﺩﺍﺳﺘﺮﺍ‬ ‫ﺍﻷﺳﻢ ﺍﻟﺘﺠﺎﺭﻯ‪:‬‬
‫‪19/04/2019‬‬ ‫ﺗﺎﺭﻳﺦ ﺍﻧﺘﻬﺎﺀ ﺍﻟﺴﺠﻞ‪:‬‬ ‫‪19/04/2007‬‬ ‫ﺗﺎﺭﻳﺦ ﺍﻧﺸﺎﺀ ﺍﻟﺴﺠﻞ‪:‬‬
‫‪1000000‬‬ ‫ﺭﺍﺱ ﺍﻟﻤﺎﻝ‪:‬‬ ‫ﺷﺮﻛﺔ ﺫﺍﺕ ﻣﺴﺌﻮﻟﻴﺔ ﻣﺤﺪﻭﺩﺓ‬ ‫ﺍﻟﺸﻜﻞ ﺍﻟﻘﺎﻧﻮﻧﻰ‪:‬‬
‫ﻗﻄﺮ‬ ‫ﺟﻨﺴﻴﺔ ﺍﻟﻤﻨﺸﺄﺓ‪:‬‬ ‫ﻧﺸﻂ‬ ‫ﺣﺎﻟﺔ ﺍﻟﺴﺠﻞ‪:‬‬
‫‪1‬‬ ‫ﻋﺪﺩ ﺍﻟﻔﺮﻭﻉ‪:‬‬
‫ﻣﻌﻠﻮﻣﺎﺕ ﺍﻻﺗﺼﺎﻝ‬
‫‪+974‬‬ ‫ﺃﺭﻗﺎﻡ ﺍﻻﺗﺼﺎﻝ‪:‬‬ ‫‪41208‬‬ ‫ﺻﻨﺪﻭﻕ ﺍﻟﺒﺮﻳﺪ‪:‬‬

‫ﺍﻟﺸﺮﻛﺎﺀ‬

‫ﺍﻟﺤﺎﻟﺔ‬ ‫ﺍﻟﻨﺴﺒﺔ‬ ‫ﺍﻟﺠﻨﺴﻴﺔ‬ ‫ﺭﻗﻢ ﺍﻟﺴﺠﻞ‬ ‫ﺭﻗﻢ ﺍﻹﺛﺒﺎﺕ‬ ‫ﺍﻷﺳﻢ‬

‫ﻧﺸﻂ‬ ‫‪25‬‬ ‫ﺍﻟﻬﻨﺪ‬ ‫‪27235616198‬‬ ‫ﻣﺤﻤﺪ ﺍﻧﻮﺭ ﺻﺎﺩﺕ‬
‫ﻧﺸﻂ‬ ‫‪24‬‬ ‫ﺍﻟﻬﻨﺪ‬ ‫‪28135600121‬‬ ‫ﻧﺎﺑﻴﻞ ﻳﻮﺗﻴﻼﻛﺎﺕ‬
‫ﻧﺸﻂ‬ ‫‪51‬‬ ‫ﻗﻄﺮ‬ ‫‪26763400064‬‬ ‫ﺧﺎﻟﺪ ﻋﺒﺪﺍﻟﻜﺮﻳﻢ ﻣﺤﻤﻮﺩ ﻋﺒﺪﺍﻟﺤﻤﻴﺪ‬

‫ﺍﻟﻤﺪﺭﺍﺀ )ﺍﻟﻤﺨﻮﻟﻮﻥ ﺑﺎﻟﺘﻮﻗﻴﻊ(‬

‫‪Page 1 of 2‬‬
‫ﺭﻗﻢ ﺍﻟﺴﺠﻞ ‪35506 :‬‬

‫ﺗﺸﻬﺪ ﻏﺮﻓﺔ ﺗﺠﺎﺭﺓ ﻭ ﺻﻨﺎﻋﺔ ﻗﻄﺮ ﺑﺎﻥ ﺍﻟﻤﻨﺸﺎﺓ ﺍﻟﻤﺬﻛﻮﺭﺓ ﺍﻋﻼﻩ ﺳﺠﻠﺖ ﻟﺪﻳﻨﺎ‬
‫‪Qatar Chamber certifies that the above mentioned establishment has been registered‬‬
 ‫>‪<Bar Code‬‬

‫ﻣﺴﺘﺨﺮﺝ ﺑﺒﻌﺾ ﺑﻴﺎﻧﺎﺕ ﺍﻟﺴﺠﻞ ﺍﻟﺘﺠﺎﺭﻯ‬

‫ﺍﻟﺼﻔﺔ )ﺍﻟﺼﻼﺣﻴﺔ(‬ ‫ﺍﻟﺠﻨﺴﻴﺔ‬ ‫ﺭﻗﻢ ﺍﻟﺴﺠﻞ‬ ‫ﺭﻗﻢ ﺍﻹﺛﺒﺎﺕ‬ ‫ﺍﻷﺳﻢ‬

‫‪ -‬ﻣﺪﻳﺮ‬ ‫ﺍﻟﻬﻨﺪ‬ ‫‪28135600121‬‬ ‫ﻧﺎﺑﻴﻞ ﻳﻮﺗﻴﻼﻛﺎﺕ‬
‫‪ -‬ﻣﺪﻳﺮ‬ ‫ﺍﻟﻬﻨﺪ‬ ‫‪27235616198‬‬ ‫ﻣﺤﻤﺪ ﺍﻧﻮﺭ ﺻﺎﺩﺕ‬
‫ﺻﻼﺣﻴﺎﺕ ﻛﺎﻣﻠﺔ ﻭﻣﻄﻠﻘﺔ ‪ -‬ﻣﺪﻳﺮ‬ ‫ﻗﻄﺮ‬ ‫‪26763400064‬‬ ‫ﺧﺎﻟﺪ ﻋﺒﺪﺍﻟﻜﺮﻳﻢ ﻣﺤﻤﻮﺩ ﻋﺒﺪﺍﻟﺤﻤﻴﺪ‬

‫ﺍﻟﻔﺮﻭﻉ‬

‫ﺣﺎﻟﺔ ﺍﻟﻔﺮﻉ‬ ‫ﺭﻗﻢ ﺍﻟﺴﺠﻞ ﻟﻠﻔﺮﻉ‬ ‫ﺍﺳﻢ ﺍﻟﻔﺮﻉ‬ ‫ﺍﻟﺮﻗﻢ ﺍﻟﺘﺴﻠﺴﻠﻰ‬

‫ﻧﺸﻂ‬ ‫‪35506/1‬‬ ‫ﺍﺩﺑﺮﻭ ﻟﻠﺘﺴﻮﻳﻖ ﻭﺍﻟﺘﺼﻤﻴﻢ‬ ‫‪1‬‬

‫ﺍﻷﻧﺸﻄﺔ ﺍﻟﺘﺠﺎﺭﻳﺔ‬

‫ﺇﺳﻢ ﺍﻟﻨﺸﺎﻁ‬ ‫ﺍﻟﺮﻗﻢ‬ ‫ﺇﺳﻢ ﺍﻟﻨﺸﺎﻁ‬ ‫ﺍﻟﺮﻗﻢ‬

‫ﻣﻘﺎﻭﻻﺕ ﻋﺎﻣﺔ ﻟﻠﻤﺒﺎﻧﻲ )ﺍﻻﻧﺸﺎﺍﺕ ﺍﻟﻌﺎﻣﺔ ﻟﻠﻤﺒﺎﻧﻰ(‬ ‫‪452100‬‬ ‫ﺍﻋﻤﺎﻝ ﺍﻟﻮﺳﺎﻃﺔ ﺍﻟﻌﻘﺎﺭﻳﺔ‬ ‫‪6810901‬‬
‫ﺍﻟﺘﺠﺎﺭﻩ ﻓﻰ ﺍﻻﺩﻭﺍﺕ ﺍﻟﻜﻬﺮﺑﺎﺋﻴﻪ‬ ‫‪562000‬‬ ‫ﺍﻟﺘﺠﺎﺭﺓ ﻓﻲ ﻣﻮﺍﺩ ﺍﻟﺒﻨﺎﺀ‬ ‫‪4752801‬‬
‫ﺗﺠﺎﺭﺓ ﻣﻌﺪﺍﺕ ﺍﻻﻃﻔﺎﺀ ﻭﺍﻻﻧﺬﺍﺭ ﻭﺍﻟﺴﻼﻣﺔ‬ ‫‪2004339‬‬ ‫ﺗﺠﺎﺭﺓ ﺍﺟﻬﺰﺓ ﺍﻻﻃﻔﺎﺀ ﻭﺍﻻﻧﺬﺍﺭ ﻭﺍﻟﺴﻼﻣﺔ‬ ‫‪2004338‬‬
‫ﺻﻴﺎﻧﺔ ﻣﻌﺪﺍﺕ ﺍﻻﻃﻔﺎﺀ ﻭﺍﻻﻧﺬﺍﺭ ﻭﺍﻟﺴﻼﻣﺔ‬ ‫‪2004341‬‬ ‫ﺻﻴﺎﻧﺔ ﺍﺟﻬﺰﺓ ﺍﻻﻃﻔﺎﺀ ﻭﺍﻻﻧﺬﺍﺭ ﻭﺍﻟﺴﻼﻣﺔ‬ ‫‪2004340‬‬
‫ﺗﺮﻛﻴﺐ ﺍﺟﻬﺰﺓ ﻭﻣﻌﺪﺍﺕ ﺍﻻﻃﻔﺎﺀ ﻭﺍﻻﻧﺬﺍﺭ ﻭﺍﻟﺴﻼﻣﺔ‬ ‫‪2004342‬‬

‫‪Page 2 of 2‬‬
‫ﺭﻗﻢ ﺍﻟﺴﺠﻞ ‪35506 :‬‬

‫ﺗﺸﻬﺪ ﻏﺮﻓﺔ ﺗﺠﺎﺭﺓ ﻭ ﺻﻨﺎﻋﺔ ﻗﻄﺮ ﺑﺎﻥ ﺍﻟﻤﻨﺸﺎﺓ ﺍﻟﻤﺬﻛﻮﺭﺓ ﺍﻋﻼﻩ ﺳﺠﻠﺖ ﻟﺪﻳﻨﺎ‬
‫‪Qatar Chamber certifies that the above mentioned establishment has been registered‬‬
 W912ER-18-C-0002
MATERIAL SUBMITTAL
HVAC THE US ARMY CORPS OF ENGINEERS
Al Seal Contracting & Trading Co.W.L.L..
SUPPORTS
SYSTEM
(CARRIER)
SECTION
PARA

11. Manufacturer’s Document

Revision: 0 Date :24-JUNE-2018 Page No :

 W912ER-18-C-0002
MATERIAL SUBMITTAL
HVAC THE US ARMY CORPS OF ENGINEERS
Al Seal Contracting & Trading Co.W.L.L..
SUPPORTS
SYSTEM
(CARRIER)
SECTION
PARA

• Company Profile

Revision: 0 Date :21-Mar-2018 Page No :

 W912ER-18-C-0002
MATERIAL SUBMITTAL

THE US ARMY CORPS OF ENGINEERS

Al Seal Contracting & Trading Co.W.L.L..

(CARRIER)
SECTION
PARA

• ISO Certificate

Revision: 0 Date :24-JUNE-2018 Page No :

CERTIFICATE
This is to certify that

fischerwerke GmbH & Co. KG

Klaus-Fischer-Straße 1
72178 Waldachtal
Germany

with the organizational units/sites as listed in the annex

has implemented and maintains an Environmental Management System.

Scope:
Development, production and sales of plastic, metal and chemical fixing systems

Through an audit, documented in a report, it was verified that the management system
fulfills the requirements of the following standard:

ISO 14001 : 2004 + Cor 1 : 2009

Certificate registration no. 393802 UM

Valid from 2015-09-13
Valid until 2018-09-12
Date of certification 2015-07-23

DQS GmbH

Götz Blechschmidt
Managing Director

Accredited Body: DQS GmbH, August-Schanz-Straße 21, 60433 Frankfurt am Main 1/3
Annex to Certificate
Registration No. 393802 UM

fischerwerke GmbH & Co. KG

Klaus-Fischer-Straße 1
72178 Waldachtal
Germany

Location Scope

393802
fischerwerke GmbH & Co. KG Development, production and sales of plastic,
Klaus-Fischer-Straße 1 metal and chemical fixing systems
72178 Waldachtal
Germany

499455
fischerwerke GmbH & Co. KG Development and production of plastic and
Otto-Hahn-Str.15 chemical fixing systems
79211 Denzlingen
Germany

499488
fischer italia S.R.L. Development, production and sales of plastic,
Corso Stati Uniti, 25 metal and chemical fixing systems
35127 Padova Z.I. Sud
Italy

499541
fischer Ibérica, S.A.U. Sales of plastic, metal and chemical fixing
Klaus Fischer 1 systems
43300 Mont-Roig del Camp Tarragona
Spain

499451
fischer automotive systems GmbH & Co. Design and production of plastic components
KG
Industriestraße 103
72160 Horb a.N.
Germany

499454
fischer automotive systems GmbH & Co. Flocking of plastic parts
KG
Hindenburgstraße 81
72160 Horb-Altheim
Germany

This annex (edition:2015-07-23) is only valid in connection

with the above-mentioned certificate. 2/3
Annex to Certificate
Registration No. 393802 UM

fischerwerke GmbH & Co. KG

Klaus-Fischer-Straße 1
72178 Waldachtal
Germany

Location Scope

499552
fischer automotive systems s.r.o. Design and production of plastic components
Ul. Osvoboditelů 889/89
683 23 Ivanovice na Hané
Czech Republic

499546
fischer automotive systems (Taicang) Co. Production of plastic components
Ltd.
Building 3, Dacheng Industry Zone, No.3,
Nanjing Road (East)
215400 Taicang Jiangsu
China

515867
fischer automotive systems (Taicang) Co. Production of plastic components
Ltd.
Building 2, Suntec Industrial Park, No.105
Dongcang Road (North)
Taicang Jiangsu
China

This annex (edition:2015-07-23) is only valid in connection

with the above-mentioned certificate. 3/3
 W912ER-18-C-0002
MATERIAL SUBMITTAL
HVAC THE US ARMY CORPS OF ENGINEERS
Al Seal Contracting & Trading Co.W.L.L..
SUPPORTS
SYSTEM
(CARRIER)
SECTION
PARA

• Distributor’s Details

Revision: 0 Date :24-JUNE-2018 Page No :

 W912ER-18-C-0002
MATERIAL SUBMITTAL
HVAC THE US ARMY CORPS OF ENGINEERS
Al Seal Contracting & Trading Co.W.L.L..
SUPPORTS
SYSTEM
(CARRIER)
SECTION
PARA

• Country of Origin

Revision: 0 Date :24-JUNE-2018 Page No :

 W912ER-18-C-0002
MATERIAL SUBMITTAL
HVAC THE US ARMY CORPS OF ENGINEERS
Al Seal Contracting & Trading Co.W.L.L..
SUPPORTS
SYSTEM
(CARRIER)
SECTION
PARA

12. Project Reference and Approval

Revision: 0 Date :24-JUNE-2018 Page No :

 PROJECT REFERENCES LIST
SR PROJECT NAME PRODUCT / ITEM CONSULTANT CONTRACTOR
MEP SUPPORT ( ANCHORS FOR CHILLED WATER PIPE &
1 ISF CAMP AL DUHAIL CPC07a HVAC DUCTS ) KEO INTERNATIONAL QD SBG
MEP SUPPORT (ANCHORS FOR CABLE TRAYS & CABLE
2 ISF CAMP AL DUHAIL CPC07a TRUNKING ) KEO INTERNATIONAL QD SBG

3 FIRE HOUSE ARTIST IN RESIDENCE FIS EM 390 ARAB ENGINEERING BUREUA UCC

4 AL BROOQ RESIDENTIAL TOWER FIS EM 390 MZ PARTNERS ATLANTIC

5 UNION RESIDENTAL TOWER FIS EM 390 MZ PARTNERS UCC & KCT

6 BREEDING FARM PHASE I FIAM ACE CONSULTING ENGINEERING REDCO CONSTRUCTION ALMANA

7 AL THURAYA TOWER FIS SB & FIS EM DIWAN AL EMARA AL BANDARY ENGIEENRING

8 DOHA FESTIVAL CITY - ENERGY FIS EM 390 AEB ALEC

9 WEST BAY VILLA FIS EM 390 ERGA QATAR KCT

10 MALL OF QATAR FIS EM 390 KEO INTERNATIONAL KCT

11 MSHEREB DOWNTOWN DOHA FIAM CEG INTERNATIONAL ARABTEC CONSTRUCTION

12 SHERATON HOTEL GYPSUM BOARD MANSONARY ARAB ARCHITECT UCC

13 AL ABDUL WAHAB GHOLAM TOWER GEN. FIRETSOP TANGRAM ARCHITECT & DESIGNERS SAK TRDAING & CONTRACTING

14 WEST CAR PARK UFS 310 - FIRESTOP SEALANT PARSONS MAN ENTERPRISE

15 Lusail Staduim FIS EM 390 ASTAD CCC

16 Multi Purpose Hall Lusail Anchor Bolt ASTAD KEO International

17 NDIA FAZ II & FBN II BUATC AKTOR SA/ AL DARWISH ENGINEERING

18 BREEDING FARM PHASE I FBN II ACE CONSULTING ENGINEERING REDCO CONSTRUCTION ALMANA

19 WEST CAR PARK Anchor Bolt PARSONS MAN ENTERPRISE

20 NDIA FAZ II BUATC BROOKFEILD MULTIPLEX

 PROJECT REFERENCES LIST
SR PROJECT NAME PRODUCT / ITEM CONSULTANT CONTRACTOR

21 NDIA FBN II BUATC BROOKFEILD MULTIPLEX

22 WORKERS HOSPTIPAL @ RAS LAFFAN EA II DAR AL HANDASAH HILL INTERNATIONAL

23 FIRE HOUSE ARTIST IN RESIDENCE PRE - QUALIFICATION - FIRE PROTECTION SYSTEM AEB UCC

24 NDIA FH II BROOKFEILD MULTIPLEX

25 ISF CAMP AL DUHAIL CPC02 FIS EM 390 DAR AL HANDASAH AKTOR AL JABER

26 NORTH GATE MALL FIS EM 390 HABTOOR LIEGHTON GROUP HILL INTERNATIONAL

27 HEALTH CARE CENTER @ AL RODA FIAM DAR AL HANDASAH BOOM GENERAL CONTRACTOR

28 ISF CPC7A MEP SUPPORT ( RISER SUPPORT ALL PIPES ) KEO INTERNATIONAL QD SBG

29 LUXUARY VILLA @ BARAQUE ISLAND MEP SUPPORT AEB SHELTER QATAR

30 ISF DUHAIL CAMP CPC05 PRE - QAULIFICATION - STRUCTURAL WORKS KEO INTERNATIONAL UCC

31 BARWA FINANCIAL DISTRICT FH II KEO INTERNATIONAL BMJV

32 HEALTH CARE CENTER @ AL RODA FIS EM 390 DAR AL HANDASAH BOOM GENERAL CONTRACTOR

33 ARAB CENTER FOR RESEARCH & POLICY FIAM & RFS 640 ACE CONSULTING ENGINEERING COMBINED GROUP CO. TRADING & CONTRACTING

34 ABU HAMOUR PHASE I FIS V 360 CDM SMITH IMPREGILO SALINI

TOTOL RENOVATION, CONSTRUCTION, COMPLETION &
35 MAINTENANCE , KHALIFA STADUIM FIS EM, FIS SB, FAZ & FBN DAR AL HANDASAH MIDMAC SIX CONTRUCT JV
TOTOL RENOVATION, CONSTRUCTION, COMPLETION &
36 MAINTENANCE , KHALIFA STADUIM PRE - QAULIFICATION DAR AL HANDASAH MIDMAC SIX CONTRUCT JV

37 BARWA LA BARAHA PROJECT EA N QATAR DESIGN CONSORTUIM MERCURY MENA

38 DOHA FESTIVAL CITY - 7500 Anchor Bolt - EA II AEB HAMAD & HOMAD AL FUTTAIM

39 ISF DUHAIL CAMP CPC05 PRE - QUALIFICATION - FIRE STOP KEO INTERNATIONAL UCC

40 SIDRA MEDICAL & RESEARCH CENTER FAZ II KEO INTERNATIONAL OHL CONTRACT
 PROJECT REFERENCES LIST
SR PROJECT NAME PRODUCT / ITEM CONSULTANT CONTRACTOR

41 ISF DUHAIL CAMP CPC02 ANCHORS, FASTENERS, PLUMBING DAR AL HANDASAH AKTOR AL JABER

42 ISF CPC05 DUHAIL CAMP FIS EM 390 KEO INTERNATIONAL UCC

43 SAMRIYA HOTEL FIRE STOP - UFS310, FCPS, FIAM, RFS 640 LACASA QATAR GULF EAST TRADING

44 DOHA FESTIVAL CITY -3100 FAZ II & FBN II AEB ALEC

45 DOHA CONVENTER CENTER & TOWER FIS SB 390 DIWAN SIX CONSTRUCT MIDMAC JV

46 BARWA FINANCIAL DISTRICT FAZ II KEO INTERNATIONAL BMJV

47 BARWA FINANCIAL DISTRICT FBN II KEO INTERNATIONAL BMJV

48 BARWA FINANCIAL DISTRICT SXR KEO INTERNATIONAL BMJV

49 BARWA FINANCIAL DISTRICT FIS SB & RGM THREADED ROD KEO INTERNATIONAL BMJV

50 HEALTH CARE CENTER @ AL RODA FIS V 360 DAR AL HANDASAH BOOM GENERAL CONTRACTOR

51 SHERATON PARK FBN II , FAZ II & FH II ALUMCO / QDVC

52 LUSAIL HIGH WAY FIS EM 390 MARAFEQ QATAR MIDMAC YUKSEL JV

53 SIEMENS SUBSTATION PHASE II FIAM ENERGO PROJECT LTD GULF CONTRACTING

54 UMM GARN PROJECT FIS EM 390 ERGA QATAR KCT

55 People Mover System MEP SUPPORT Worley Parsons ARGON GLOBAL

56 VIP MAJILIS @ LUSAIL FIAM , RFS, UFS, FIPW EHAF CONSULTING ENGINEERING REDCO CONSTRUCTION ALMANA

57 Morrocan Embassy MEP Support AEB Shelter Qatar

58 HOLIDAY INN HOTEL AT BUSINESS PARK FHY & EA N AEB MAN ENTERPRISE

59 JW MARRIOTT HOTEL TOWER FIS EM & FIS SB ENGINEERING CONSULTANT GROUP HARINSA QATAR

60 MALL OF QATAR FIS EM 390 ERGA QATAR UCC/ KCT

 PROJECT REFERENCES LIST
SR PROJECT NAME PRODUCT / ITEM CONSULTANT CONTRACTOR

61 SINYAR TOWER ANCHOR BOLT DIWAN AL EMARA AL SAWARI BRIGHT SOLUTION

SITE COMPOUND & ASSOCIATED ENABLING WORKS FOR
62 ECONOMIC ZONES COMPLEX 1&3 FIRE SEALANT CEG INTERNATIONAL UCC

63 GREEN LINE UNDER GROUND MEP SUPPORT HILL INTERNATIONAL PORR SAUDI BINLADIN GROUP HABK CONTRACTING JV

64 ISF TCC 05 PRE-QAULIFICATION FOR MEP SUPPORT & ACCESSORIES KEO INTERNATIONAL UCC

65 PORTO ARABIA TOWER 14B, Pearl Qatar SXR FAITHFUL GOLUD REDCO ALMANA CONSTRCUTION / ARABESQUE

66 MALL OF QATAR FIS SB & RGM KEO INTERNATIONAL KCT

67 PEARL MANSION FIRE SEALANT ERGA QATAR KCT/ UCC

68 CONSTRUCTION OF WEST 4 STOREY CAR PARK, FIRE SEALANT PARSONS MAN ENTERPRISE

69 TRADERS HOTEL FIRE SEALANT_usf HABTOOR LEIGHTON GROUP MAPES CONTRACTING

CONSTRUCTION OF TWO HEALTHCARE CENTERS @ AL NUAIM
70 & AL-MUNTAZAH FIAM DAR AL HANDASAH AMANA

71 EARLY CHILDHOOD TEACHERS TRAINING CENTER HANGERS & SUPPORTS FOR FIRE FIGHTING APPLICATION JAMES CUBIIT & PARTNERS AL HUDA ENGINEERING
FIRESTOP MEP PENETRATION ( UFS, FFRS, PIPE WRAP, FCPS
72 SAMRYA QUARTIER HOTEL ( 3B+G+M+7F) ) ERGA QATAR GULF EAST TRADING & CONTRACTING

73 CONSTRUCTION OF NEW COLLEGE OF ENGINEERING HAMMER FIX N KHATIB & ALAMI AL DARWISH ENGINEEREING

74 GOLD LINE METRO HANGERS & SUPPORTS ALYSJ JV

DESIGN & SUPERVISION CONSULTANCY SERVICES AND
75 CONSTRTUCTION OF NEW WAREHOUSE BUILDING CHILLED WATER SUPPORT GULF PANEL CONTRACTING COMPANY

76 QFE014-Design & Build for the Seero Fi Al Ardh Carousel FIS EM & FIS SB ASTAD MANAGEMENT STRABAG QATAR
MEP Support ( threaded Rod, nut, washer, Vm connector,
77 WEST BAY DISTRICT COOLING PLANT 3 EA II & setting toolts ) DAR AL HANDASAH AL JABER ENGINEERING
MECHANICAL ANCHORS ( FAZ II, FBAN II, FH II, FZA, FZEA,
78 GOLD LINE METRO FBS ) ALYSJ JV
CHEMICAL ANCHORS ( FIS EM, FIS SB, FIS V , FIS VT, RGM &
79 GOLD LINE METRO FIS A ) ALYSJ JV

80 HOTEL & COMPLEX AL NAJADAJ SUOQ FIRESTOP MEP & PENETRATION DAR AL HANDASAH UCC
 PROJECT REFERENCES LIST
SR PROJECT NAME PRODUCT / ITEM CONSULTANT CONTRACTOR

81 CELEBRATION HALL COMPLEX- AL WAKRA ELETRICAL & MECHANICAL SYSTEM ENGINEERING CONSULTANT GROUP COMBINED GROUP CO.
ENERGY CITY, PARCEL HO1, CONSTRUCTION WORKS, PACKAGE
82 2 FIS EM ABS INTERNATIONAL ZUBLIN

83 CONSTRUCTION OF AL SHAQAB ACADEMY FIRESTOP FOR JOINTS & PENETRATIONS KEO INTERNATIONAL STRABAG QATAR

84 PORTO ARABIA TOWER 14B, PEARL QATAR HANGERS & SUPPORTS FAITHFUL GOULD REDCO ALMANA CONSTRUCTION

85 WORKERS HOSPITAL & INTEGRATED HEALTH CENTER FISCHER ANCHOR BOLT PRIVATE ENGINEERING OFFICE ACC

86 ABRAJ QUARTIER 2 FISCHER ANCHOR BOLT KEO INTERNATIONAL REDCO CONSTRUCTION ALMANA

87 ABRAJ QUARTIER 1 FISCHER ANCHOR BOLT KEO INTERNATIONAL REDCO CONSTRUCTION ALMANA

88 QATAR FOUNDATION - EDUCATION CITY FISCHER ANCHOR BOLT M8 TO M24 PARSONS MAN ENTERPRISE

89 NEW DOHA INTERNATIONAL AIRPORT FAZ II & FBN II MACE AKTOR SA/AL DARWISH ENGG./CIMOLAI CY

90 TWIN TOWERS FAZ II HPM ARABTEC

ABU HAMOUR (MUSAIMEER) SURFACE & GROUND WATER
91 DRAINAGE TUNNEL PHASE 1 FIS SB 390 CDM SMITH SALINI IMPREGILO QATAR BRANCH

92 MALL OF QATAR FAZ II 12/10 A4 & GALVANIZED KEO INTERNATIONAL AL KHAYYAT CONTRACTING AND TRADING (KCT)

93 MALL OF QATAR FIS V 360 KEO INTERNATIONAL AL KHAYYAT CONTRACTING AND TRADING (KCT)

94 DOHA FESTIVAL CITY ANCHOR FASTENER FOR FIREFIGHTING SERVICE ARAB ENGINEERING BUREAU GULF CONTRACTING ALEC JV
HYUNDAI ENGINEERING & CONSTRUCTION
95 HAMMAD BIN KHALIFA MEDICAL CITY MS ANGLE FRAME SUPPORT CO. LTD. ARMOR FIRE FIGHTING ENIGINEERING CO. WLL
HOTEL & COMPLEX OF AL NAJADA SOUQ FM METAL FRAME & SXR FRAME FIXING DAR AL HANDASAH UCC
96
BOULEVARD MALL EA II & FBN II
97 DARA ENGINEERING CONSULTANT SEG

98 WORKERS HOSPITAL & INTEGRATED HEALTH CENTER MEP SUPPORTS DAR AL HANDASAH ACC

99 DEVELOPMENT OF ISF CAMP - AL DUHAIL CPC02 TKL & TKR DAR-AL HANDASAH AKTOR-AL JABER JOINT VENTURE

100 MSHEIREB DOWNTOWN DOHA PROJECT - PHASE 02 EA II, FBN II, FIS VT, FIS A, NUTS & WASHER CEG international ARABTEC CONTRACTING CO. WLL
 PROJECT REFERENCES LIST
SR PROJECT NAME PRODUCT / ITEM CONSULTANT CONTRACTOR

101 ISF CAMP DUHAIL, CPC07B ELECTRICAL SUPPORTS KEO INTERNATIONAL QD-SBG / STRUCTUREL QATAR

102 HOTEL & COMPLEX OF AL NAJADA SOUQ FIAM 310 DAR AL-HANDASAH UCC

103 QATAR FOUNDATION EDUCATION CITY FIRESTOP PRODUCTS KEO INTERNATIONAL STRABAG QATAR WLL

104 DEVELOPMENT OF ISF CAMP AL DUHAIL CPC02 MEP SUPPORTS DAR AL-HANDASAH AKTOR AL JABER

105 ENABLING WORKS-QETAIFAN ISLANDS CP08-A-3 TRS, HEX BOLT 10X30, FUS 41/41 & EA II DORSCH GRUPPE AL JABER ENGINEERING

106 BOULEVARD MALL FIRE FIGHTING SUPPORTS HILL INTERNATIONAL SEG

107 NPP/0064 PORT BUILDINGS & INFRASTRUCTURE PREQUALIFICATION FOR FIRESTOP PRODUCTS AECOM CONSTRUCTION DEVELOPMENT COMPANY CO. LLC

108 SOUTH EAST CAR PARK -QATAR FOUNDATION FAZ II PARSONS QATAR TECHNICAL ALUMINUM

109 MALE & FEMALE CLASS ROOMS FUS CHANNEL & MS CHANNEL KEO INTERNATIONAL COMMODORE QATAR CONTRACT

110 MESSILA RESORT & VIP SPA PREQUALIFICATION DAR -AL HANDASAH GET

111 SEEF LUSAIL PRESENTATION CENTRE MAIN BUILDING WORKS FIS EM 390 S & FIS V 360 S AEB HANNESCO

112 MALL OF QATAR FUS CHANNEL & BEAM CLAMP KEO INTERNATIONAL KHAYYAT CONTRACTING & TRADING

113 LOGISTIC VILLAGE QATAR MEP SUPPORTS GULF ENGINEERING & INDUSTRIAL CONSULTANCY
OMEGA ENGINEERING WLL

114 SEEF LUSAIL PRESENTATION CENTRE MAIN BUILDING WORKS PREQUALIFICATION FOR FIS EM 390 S & FIS V 360 S AEB HANNESCO
YUANDA QATAR ALUMINUM INDUSTRY ENGINEERING
115 SAMARIYA TOWER RFS 640 ERGA GROUP OVERSEAS ( QATAR ) COMPANY WLL

116 ISF CAMP DUHAIL, CPC07B PREQUALIFICATION MECHANICAL SERVICES KEO INTERNATIONAL QD-SBG / STRUCTUREL QATAR

117 LUSAIL COMMERCIAL BLVD RD D3, A4 INT. ROAD UTILITIES FIRESTOP PRODUCTS DORSCH QATAR WCT AL ALI JOINT VENTURE

118 NPP/0057 HAMAD PORT MEP SUPPORTS AECOM SINOHYRO-UCE JV

119 BOULEVARD MALL ELECTRICAL SUPPORTS DARA ENGINEERING CONSULTANT SOGELEC ISKAN FOR ELECTRICAL CONTRACTING CO.

120 ISF CAMP DUHAIL, CPC05 CHILLED WATER PIPE SUPPORT & HANGERS KEO INTERNATIONAL UCC
 PROJECT REFERENCES LIST
SR PROJECT NAME PRODUCT / ITEM CONSULTANT CONTRACTOR

121 Abu Bakr Building at Umm Ghulina Ezdan Real Estate RGM MZP WLL NOORS ENGINEERING

122 DOHA METRO MAJOR STATION PROJECTS CHEMICAL ANCHORS ATKINS SAMSUNG_OHL BUILDING COMPANY JV

123 DOHA METRO MAJOR STATION PROJECTS MECHANICAL ANCHORS ATKINS SAMSUNG_OHL BUILDING COMPANY JV

124 CONSTRUCTION OF WAJBA 4 PALACES ANCHOR BOLT DARA ENGINEERING CONSULTANT GULF RAY ALUMINUM

125 REDLINE NORTH UNDERGROUND STATION ELECTRICAL SUPPORT SYSTEM JACOBS ISG

126 SALWA HOTEL RESORT PACKAGE 1 PREQUALIFICATION-ALL PRODUCT DAR AL-HANDASAH CONTRACO

127 NPP0057 NEW PORT PROJECT PREQUALIFICATION FOR HANGERS, BRACKETS AND SUPPORTS
AECOM AGA-MEP Contracting & Engineering Co. LLC

128 NPP0057 NEW PORT PROJECT HANGERS, BRACKETS AND SUPPORTS AECOM AGA-MEP Contracting & Engineering Co. LLC

129 CONSTRUCTION OF SOUTH CAMPUS CENTRAL PLANT 5 ( CP5) DROP IN ANCHOR EA II ASTAD PROJECT MANAGEMENT TRAGS ELECTRICAL ENGINEERING

130 NPP/0064 NEW PORT PROJECT THREADED RODS GI AECOM CONSTRUCTION DEVELOPMENT COMPANY

131 LUSAIL LRT PROJECT HANGERS, SUPPORTS, ANCHORS & GUIDE FOR ACMV PIPES AECOM QDVC

132 LUSAIL LRT PROJECT PLUMBING & DRAINAGE SYSTEM PIPES AECOM QDVC

133 LUSAIL LRT PROJECT FIRE FIGHTING SYSTEM PIPES AECOM QDVC

134 MSHEIREB DOWNTOWN DOHA PROJECT PHASE 1B & SUPRE STRUCTURE

CONCRETE
WORKS
ANCHOR BURNS AND MCDONNELL CARILLON LLC/BUILDING COMPANY JV

135 AL BUSTAN COMPLEX PROJECT ANCHOR BOLT DIWAN AL-EMARA GULF RAY ALUMINUM

136 ROTANA HOTEL(B+G+3+P) ANCHOR BOLT DARA ENGINEERING CONSULTANT GULF RAY ALUMINUM

137 BOULEVARD MALL ANCHOR BOLT DARA ENGINEERING CONSULTANT GULF RAY ALUMINUM

138 ABRAJ QUARTIER 3 & 4 FIS EM 390, FIS V 360, FIS VT 360 , AND FIS P MEDAD ENGINEERING CONSULTANT SHAPOORGI PALLONJI QATAR

139 MALL OF QATAR-EMPORIA HOTEL ANCHOR BOLT FBN II 16-15K ERGA QATAR PROFESSION ALUMINUM

140 NEW SERVICES COMPOUND FIS V 360 EGEC-QATAR AL MADAR CONTRACTING

 PROJECT REFERENCES LIST
SR PROJECT NAME PRODUCT / ITEM CONSULTANT CONTRACTOR
3B+G+7 COMMERCIAL AND RESIDENTIAL DEVELOPMENT AT
141 MUNTAZAH, DOHA FIS EM 390 MZP WLL ZUBLIN

142 RESIDENTIAL BUILDING ( 2B+G+7F ) RAS ABU ABOUD PROJECT FIS V & FIS VT REBAR APPLICATION UNIVERSAL DESIGN CENTER AL KHAYYAT CONTRACTING & TRADING EST.

143 DOHA FESTIVAL CITY - 3100 MALL FIS VT 360 AEB GULF CONTRACTING ALEC JV
PANORAMA RESIDENCE AND SUITES ABRAJ QUARTIER TOWER
144 AND TOWNHOUSES PARCEL (AQ-07) FIS EM 390 ERGA QATAR AL KHAYYAT CONTRACTING & TRADING EST.
PANORAMA RESIDENCE AND SUITES ABRAJ QUARTIER TOWER
145 AND TOWNHOUSES PARCEL (AQ-07) FIS V 360 ERGA QATAR AL KHAYYAT CONTRACTING & TRADING EST.

146 DOHA OASIS MIXED USE DEVELOPMENT RFS 640 AECOM REDCO CONSTRUCTION- ALMANA

147 DOHA OASIS FAZ II, FBN II AECOM REDCO CONSTRUCTION- ALMANA

148 NPP/0064 PORT BUILDING AND INFRASTRUCTURE PACKAGE 2 MECHANICAL & CHEMICAL ANCHORS AECOM CONSTRUCTION DEVELOPMENT COMPANY

149 MARINE RESTAURANT AT KATARA PROJECTS PHASE II PIPE SUPPORTS KEO INTERNATIONAL REDCO AL MANA

150 XTREME LAND - MALL OF QATAR MEP SUPPORTS KEO INTERNATIONAL KCT

151 PREMIER INN HOTEL (BP 62554) (2B+G+M+7) CHEMICAL & MECHANICAL ANCHORS AEB AL FOWRIYA TRADING AND CONTRACTING

152 PREMIER INN HOTEL (BP 62554) (2B+G+M+7) PQ FIRESTOP AEB AL FOWRIYA TRADING AND CONTRACTING

153 PREMIER INN HOTEL (BP 62554) (2B+G+M+7) FIRESTOP-MEP APPLICATION AEB AL FOWRIYA TRADING AND CONTRACTING

154 NOZUL COMMERCIAL DEVELOPMENT PREQUALIFICATION-ALL PRODUCTS CICO PROFESSION ALUMINUM

155 AL WAJBA RESIDENTIAL COMPLEX VILLAS MEP SUPPORTS AL SADD CONSULTING ENGINEERING & LOUIS BERGER
THE BEST TRADING AND CONTRACTING

156 DEVELOPMENT OF ISF CAMP-AL DUHAIL CPC07b HVAC SUPPORT ( INDOOR APPLICATION ) KEO INTERNATIONAL QD-SBG CONSTRUCTION

157 LUSAIL OFFICE TOWER FIS EM 390 & FIS V 360 REBAR GHD Global Pty Ltd. KCT

158 AL WAJBA RESIDENTIAL COMPLEX VILLAS MEP SUPPORTS AL SADD CONSULTING ENGINEERING & LOUIS BERGER
STREAM INDUSTRIAL & ENGINEERING

159 GP11297-3B+G+M+51 JW MARRIOT HOTEL, QATAR HANGERS & SUPPORTS FOR ELECTRICAL ECG HARINSA CONTRACTING CO.

160 NPP/0032-COMMERCIAL TERMINALS, INFRASTRUCTURE & BUILDINGS

DSSA SILICONE AECOM TRANS GULF
 PROJECT REFERENCES LIST
SR PROJECT NAME PRODUCT / ITEM CONSULTANT CONTRACTOR

161 NPP/0032-COMMERCIAL TERMINALS, INFRASTRUCTURE & BUILDINGS

PREQUALIFICATION FOR DSSA SILICONE AECOM TRANS GULF

162 WEST BAY MEDICAL CENTRE HANGERS & SUPPORT MZP WLL SALAM ENTERPRISES

163 CP07-C-1B COMMERCIAL BOULEVARD (Road D3, A4 and Car Parks)

PLUMBING & DRAINAGE Dorsch Qatar WCT-AL ALI (JV)

164 CP07-C-1B COMMERCIAL BOULEVARD (Road D3, A4 and Car Parks)

PURGING PIPE CLAMPS MARAFEQ QATAR WCT-AL ALI (JV)

165 JW MARRIOT HOTEL, QATAR PLUMBING & DRAINAGE ECG HARINSA CONTRACTING CO.

166 NPP050 QENFB Infrastructure & Building Construction PREQUALIFICATION FIRESTOP PRODUCTS AECOM QBC-MSF JV

167 BU THALEH FARM HOUSE MECHANICAL & CHEMICAL ANCHOR FOR FAÇADE WORK ECG URBACON TRADING & CONTRACTING

168 AL BROOQ TOWER FBN, FAZ, SXR, TRS, RGM, FIS , FIS V MZ & PARTNERS AL SEAL CONTRACTING & TRADING

169 LUSAIL MARINA COM 039 TOWER ANCHOR BOLT FAZ II EHAF CONSULTING ENGINEERS PROFESSION ALUMINUM

170 CONSTRUCTION OF SOUTH EAST CAR PARK-QATAR FOUNDATIONANCHOR BOLT FAZ II 16/25 GI PARSONS SHAPOORJI PALLONJI

171 CONSTRUCTION OF SOUTH EAST CAR PARK-QATAR FOUNDATIONANCHOR BOLT FBN II PARSONS SHAPOORJI PALLONJI

172 CONSTRUCTION OF SOUTH EAST CAR PARK-QATAR FOUNDATIONINJECTION MORTAR FIS EM 390 PARSONS SHAPOORJI PALLONJI

173 CP7B-LUSAIL PLAZA INFRASTRUCTURE, LRT STATION PUBLIC CARCHEMICAL

PARK & L/SCAP
ANCHORS DORSCH QATAR QD-SBG CONSTRUCTION

174 SALWA HOTEL RESORT PACKAGE 1 MECHANICAL ANCHORS - FAZ II, FBN II & FH II A4 DAR AL-HANDASAH CONTRACO

175 SALWA HOTEL RESORT PACKAGE 1 FRAME FIXING SXR AND METAL FRAME FIXING F-M DAR AL-HANDASAH CONTRACO

176 PHASE -012 SUBSTATIONS INTUMESCENT ACOUSTIC MASTIC - FIAM ENERGOPROJECT ENTEL (EPE ) GULF CONTRACTING CO WLL
PREQUALIFICATION FOR INTUMESCENT ACOUSTIC MASTIC
177 PHASE -012 SUBSTATIONS - FIAM ENERGOPROJECT ENTEL (EPE ) GULF CONTRACTING CO WLL

178 DESIGN & CONSTRUCT NEW ORBITAL H-WAY & TRUCK ROUTE FIS EM 390 & FIS SB 390 AECOM DAEWOO E & C

179 CONSTRUCTION OF SOUTH EAST CAR PARK-QATAR FOUNDATIONANCHOR BOLT FAZ II 8/10 A4 PARSONS SHAPOORJI PALLONJI

180 CONSTRUCTION OF SOUTH EAST CAR PARK-QATAR FOUNDATIONANCHOR BOLT FAZ II 10/10 GI PARSONS SHAPOORJI PALLONJI
 PROJECT REFERENCES LIST
SR PROJECT NAME PRODUCT / ITEM CONSULTANT CONTRACTOR

181 ENERGY CITY MECHANICAL & CHEMICAL ANCHORS FOR FAÇADE WORK ABS INTERNATIONAL ZUBLIN

182 CONSTRUCTION OF SOUTH EAST CAR PARK-QATAR FOUNDATIONANCHOR BOLT FAZ II 10/40 A4 PARSONS SHAPOORJI PALLONJI

183 GREENLINE UNDERGROUND METRO RAIL SYSTEM PHASE 4 MECHANICAL ANCHORS HILL INTERNATIONAL PORR-SBG-HBK JV
CP7B-LUSAIL PLAZA INFRASTRUCTURE, LRT STATION PUBLIC
184 CAR PARK & L/SCAP MECHANICAL ANCHORS DORSCH QATAR QD-SBG CONSTRUCTION

185 CP08-A-1: INFRASTRUCTURE AND LANDSCAPING AT SPINE AND MARINA

CHEMICAL
ROADS
ANCHORS DORSCH QATAR MIDMAC CONTRACTING WLL

186 K-63-63-12 MALL OF QATAR- MEZZANINE 1 WASTE COLLECTIONFIS

ROOMEM, THREADED STUD & FBN II KEO KCT

187 K-63-63-12 MALL OF QATAR - NEW SLAB AT 2ND FLOOR FIS EM, THREADED STUD, FAZ II & FBN II KEO KCT

188 K-63-63-12 MALL OF QATAR - MEZZANINE FLOOR 1 FIS EM & THREADED STUD KEO KCT

189 UNION RESIDENTIAL TOWER FBN II & SXR MZP WLL UCC/KCT

190 K-63-281-14-HSR HOTEL SIGNATURE RESTAURANT MALL OF QATAR

FIS EM
- STAIRS
& THREADED
7 & 8 STUD ERGA QATAR UCC/KCT

191 K-63-281-14-HSR HOTEL SIGNATURE RESTAURANT MALL OF QATAR

FIS EM
- SOUTH
& THREADED
WEST CLADDING
STUD ERGA QATAR UCC/KCT

192 DEVELOPMENT OF ISF CAMP-AL DUHAIL CPC07b FIRE FIGHTING SYSTEM PIPES KEO INTERNATIONAL QD-SBG CONSTRUCTION

193 DEVELOPMENT OF ISF CAMP-AL DUHAIL CPC07b PLUMBING KEO INTERNATIONAL QD-SBG CONSTRUCTION

194 GWC LOGISTIC HUB AT BU SULBA PACKAGE 2 & 3 FIAM 310 QDC QATAR DESIGN CONSORTIUM AL BADER CONSTRCUTION & STEEL WORKS WLL

195 SENDIAN TOWER CHEMICAL FIXINGS FOR THREADED APPLICATION AEB AL-BALAGH

196 REDLINE SOUTH UNDERGROUND ANCHOR BOLT FAZ II A4 JACOBS QDVC GS E & C

197 REDLINE SOUTH UNDERGROUND DROP IN ANCHOR EA -N SHRD & WEDGE ANCHOR HDG JACOBS QDVC GS E & C

198 REDLINE SOUTH UNDERGROUND THREADED ROD, HEXBOLT, NUT & WASHER JACOBS QDVC GS E & C

199 GREEN LINE ELEVATED & AT GRADE MECHANICAL FASTENER LOUIS BERGER/EGIS RAIL SBG-PORR-HBK JV

200 GREEN LINE ELEVATED & AT GRADE THREADED ROD , HEX BOLT, NUT & WASHER LOUIS BERGER/EGIS RAIL SBG-PORR-HBK JV
 PROJECT REFERENCES LIST
SR PROJECT NAME PRODUCT / ITEM CONSULTANT CONTRACTOR

201 ISF CAMP CPC02 AT DUHAIL SS SUPPORT SYSTEM FOR STORM WATER MANHOLE DAR AL-HANDASAH AKTOR-AL JABER JV

202 DEVELOPMENT OF ISF CAMP-CPC7A HDG HANGERS & SUPPORTS FOR EXTERNAL FIREFIGHTING SYSTEM
KEO INTERNATIONAL QD-SBG CONSTRUCTION

203 DEVELOPMENT OF ISF CAMP-CPC7B SUPPORT SYSTEM & ANCHORS FOR DRAINAGE SERVICES KEO INTERNATIONAL QD-SBG CONSTRUCTION

204 METRO PHASE 1 SYSTEM, ROLLING STOCK AND TARCKWORK FBN II, EA II, EA SHRD FIRST SENDAN CONTRACTING & TRADING CO WLL

205 MAJOR STATION DESIGN & BUILD PASCKAGE 5 EDUCATION CITY MEP
STATION
SUPPORTS LOUIS BERGER/EGIS RAIL REDCO AKFA JV

206 UMM AL HOUL POWER PROJECT EA II & FHY MOTT MACDONALD AL JABER ENGINEERING

207 NEW MULTI-STOREY CAR PARK BUILDING AT QATAR UNIVERSITYHANGERS & SUPPORTS FOR PLUMBING AEB TADMUR CONTRACTING WLL

208 CONSTRCUTION (DESIGN AND BUILD) AL BIDDA PARK PHASE 1 &PREQUALIFICATION

2 FOR CHAMICAL ANCHORS KEO INTERNATIONAL GET

209 CONSTRCUTION (DESIGN AND BUILD) AL BIDDA PARK PHASE 1 &CHEMICAL

2 ANCHORS KEO INTERNATIONAL GET

210 DEVELOPMENT OF ISF CAMP-CPC7A HVAC KEO INTERNATIONAL QD-SBG CONSTRUCTION

211 DOHA METRO GOLDLINE UNDERGROUND FIAM 310 ATKINS ALYSJ JV

212 METRO PHASE 1 SYSTEMS, ROLLING STOCK, DEPOT & TRACKS WORK
DROP-IN
MEPANCHOR
PACKAGE
& THREADED ROD MMHKT DRAKE & SCULL

213 NPP 0064 NEW PORT PROJECT CLAMPS SUPPORT AECOM CONSTRUCTION DEVELOPMENT COMPANY

214 RED LINE NORTH UNDERGROUND INTUMESCENT ACOUSTIC MASTIC - FIAM SOCOTEC ISG

215 REDLINE SOUTH ELEVATED MEP SUPPORTS FCC-YUKSEL-PETROSERV JV

216 REDLINE SOUTH UNDERGROUND FIRE FIGHTING PIPES FIXING SUPPORT JACOBS QDVC GSE & C

217 COAST GUARD BASE BUILDING AT DAAYEN CLAMP HANGER TKL DAR AL-HANDASAH GET

218 JUNIOR SCHOOL RENOVATION OF MAIN CENTRAL KITCHEN THREADED ROD , NUT & WASHER NEW CENTER TRADING AND ENGINEERING SERVICES
METRO PHASE 1 SYSTEMS, ROLLING STOCK, DEPOT &
219 TRACKS WORK MEP PACKAGE FIRESTOP PRODUCTS MMHKT FUJITA CORPORATION

220 P003 LUSAIL EXPRESSWAY-ERC1400D23 FIS V 360 KBR/ASHGAL CDM SMITH /HYUNDAI
 PROJECT REFERENCES LIST
SR PROJECT NAME PRODUCT / ITEM CONSULTANT CONTRACTOR
DESIGN & CONSTRUCTION OF NEW ORBITAL HIGHWAY &
221 TRUCK ROUTE (P023) - CONTRACT 2 FNA II AECOM QDVC-BIN OMRAN

PLACE VENDOME MALL, M1 & M2

222 DROP-IN ANCHORS EA II MZP CRC DORRA

223 REDLINE SOUTH - ELEVATED AT GRADE FIRE STOPING SEALANTS FOR JOINTS AND OTHER SERVICES LOUIS BERGER & EGIS FYAP JV

224 AL BIDDA PARK FBN II KEO INTERNATIONAL GET

225 WATER MEGA RESERVOIR PACKAGE A -KAHRAMAA ANCHORS FASTENERS & CLAMPS FOR ELECTRICAL HYDER CONSULTING MIDDLE EAST LIMITED CCC/TEYSEER

226 WATER MEGA RESERVOIR PACKAGE C - KAHRAMAA ANCHORS FASTENERS & CLAMPS FOR ELECTRICAL HYDER CONSULTING MIDDLE EAST LIMITED CCC/TEYSEER
MAJOR STATION DESIGN & BUILD PASCKAGE 5
227 EDUCATION CITY STATION FUS CHANNEL & ACCESSORIES LOUIS BERGER/EGIS RAIL CONSOLIDATED CONSTRUCTION COMPANY CCC
MAJOR STATION DESIGN & BUILD PASCKAGE 5
228 EDUCATION CITY STATION CHILLED WATER PIPE SUPPORTS LOUIS BERGER/EGIS RAIL CONSOLIDATED CONSTRUCTION COMPANY CCC

229 MAJOR STATION - MSHEIREB PHASE 1 MEP WORKS SPLUG & SCREW LOUIS BERGER/EGIS RAIL MIDMAC CONTRACTING CO

230 MAJOR STATION - MSHEIREB PHASE 1 MEP WORKS PLUMBING PIPE SUPPORT LOUIS BERGER/EGIS RAIL MIDMAC CONTRACTING CO
DESIGN & CONSTRUCT NEW ORBITAL H-WAY & TRUCK
EXTENSION SPINDLE GUIDE BRACKET AND SS LOUVERS DAEWOO E & C
231 ROUTE AECOM

232 INTERIM UPGRADE OF E-RING ROAD & NAJMA STREET MECHANICAL & CHEMICAL ANCHORS SALFO & ASSOCIATES AL ALIA TRADING & CONTRACTING CO WLL

233 SHEIK HAMAD BIN JASSIM VILLA ANCHOR BOLT FBN II & FRAME FIXING SXR ERGA QATAR ARAB BUILDRES TRADING & CONTRACTING

234 ES'HAILSALAT TELEPORT PROJECT MEP SUPPORTS & MECHANICALS ANCHORS KEO INTERNATIONAL PROMER QATAR

235 DEVELOPMENT OF ISF CAMP-AL DUHAIL CPC7A FIXPOINT CLAMP FFPS & SADDLE FFPK KEO INTERNATIONAL QD-SBG CONSTRUCTION
GHANTOOT CONSTRUCTION & TRANSPORTATION
236 ENTERTAINMENT CITY C4 & C5 MECHANICAL ANCHORS SALFO & ASSOCIATES DEVELOPMENT
GHANTOOT CONSTRUCTION & TRANSPORTATION
237 ENTERTAINMENT CITY C4 & C5 CHEMICAL ANCHORS SALFO & ASSOCIATES DEVELOPMENT
RNR
238 REDLINE HIA T1-METRO STATION AND SWITCHBOX PLUMBING JACOBS

RNR
239 REDLINE HIA T1-METRO STATION AND SWITCHBOX CHILLED WATER PIPE SUPPORTS JACOBS

RNR
240 REDLINE HIA T1-METRO STATION AND SWITCHBOX CHILLED WATER RISER SUPPORTS JACOBS
 PROJECT REFERENCES LIST
SR PROJECT NAME PRODUCT / ITEM CONSULTANT CONTRACTOR
RNR
241 REDLINE HIA T1-METRO STATION AND SWITCHBOX FIREFIGHTING JACOBS

RNR
242 REDLINE HIA T1-METRO STATION AND SWITCHBOX DUCT SUPPORT SYSTEM JACOBS

RNR
243 REDLINE HIA T1-METRO STATION AND SWITCHBOX WALL SUPPORTS JACOBS

244 ES'HAILSALAT TELEPORT PROJECT FIRESTOP PRODUCTS KEO INTERNATIONAL PROMER QATAR

245 SCHOOLS & KINDERGARDENS (FLSCC-PHASE-2) FIAM 310 KEO INTERNATIONAL AL HUDA ENGINEERING

246 LUSAIL MARINA DISTRICT (RES/009) ANCHOR BOLT FAZ II AEB AL BANDARY ENGINEERING

247 DOHA SOUQ(P125) ANCHOR BOLT FAZ II ENG. ADNAN SAFFARINI OFFICE AL BANDARY ENGINEERING

248 P168-JUMANAH TOWER NO. 2 ANCHOR BOLT FAZ II MZP AL BANDARY ENGINEERING

249 AL WAAB CITY BLOCK 1 RFS 640 ENG. ADNAN SAFFARINI OFFICE AL BANDARY ENGINEERING

250 P109-PROPOSED HOTEL BUILDING (2B+G+M+6+PH) ANCHOR BOLT FAZ II DARA ENGINEERING CONSULTANTS AL BANDARY ENGINEERING

251 HAMAD ABDULAZIZ AL KAWARY ANCHOR BOLT FAZ II MZP AL BANDARY ENGINEERING

252 LUSAIL MARINA COMM 5 ANCHOR BOLT FAZ II EHAF AL BANDARY ENGINEERING

253 NPP0064 NEW PORT PROJECT RFS 640 AECOM CONSTRUCTION DEVELOPMENT COMPANY LLC

254 COMMERCIAL BUILDING FEREEJ BIN DIRHAM RFS 640 UNIVERSAL DESIGN CENTER GOLDEN BAY CONTRACTING AND TRADING

255 COMMERCIAL BUILDING FEREEJ BIN DIRHAM FAZ II, TRS, HEXBOLT, NUT & WASHER UNIVERSAL DESIGN CENTER GOLDEN BAY CONTRACTING AND TRADING

256 DOHA METRO REDLINE NORTH UNDERGROUND FAZ II, FIS V, FIS A, SKS, MU & U SOCOTEC IMPREGILO-SK E& C-GALFAR AL MISNAD JV

257 DEVELOPMENT OF ISF AT DUHAI- CPC07A MEP SUPPORTS SYSTEM KEO INTERNATIONAL QD-SBG CONSTRUCTION

258 GOLD LINE METRO CIVIL SUPPORTS & FIXING SYSTEMS FOR OTE DUCTS ALYSJ JV
DESIGN & CONSTRUCTION OF NEW ORBITAL HIGHWAY &
259 TRUCK ROUTE (P023) - CONTRACT 2 MEP SUPPORTS AECOM QDVC-BIN OMRAN

260 PROPOSED APARTMENT HOTEL IN AL SADD PREQUALIFICATION - ALL PRODUCTS AEB INSHA
 PROJECT REFERENCES LIST
SR PROJECT NAME PRODUCT / ITEM CONSULTANT CONTRACTOR

261 SALWA HOTEL RESORT PACKAGE 1 FIS WITH THREADED ROD DAR AL-HANDASAH CONTRACO
262 EXTENSION OF BARWA VILLAGE FIS EB 390 AEB INSHA

263 CABLE TRUNKING SYSTEM ES'HAILSALAT TELEPORT PROJECT KEO INTERNATIONAL PROMER QATAR
264 FIS EB CONSTRUCTION OF MAWATER CITY - PHASE 2 AEB INSHA

265 PREQUALIFICATION-FIS EB, FIS V & FIS EM FOXHILLS RESIDENTIAL ADNAN SAFFARINI JEFFERSON INTERNATIONAL
DESIGN AND BUILD OF MANATEQ OASIS, RAS
266 FIS EB REBAR BUFONTAS - SPECIAL ECONOMIC ZONE DORCSH QATAR LEIGHTON CONTRACTING WLL

267 FIRESTOP PRODUCTS AL BAYT STADIUM KEO INTERNATIONAL BIN OMRAN TRADING
268 FIS EB MSHEIREB DOWNTOWN DOHA PHASE 4 CEG INTERNATIONAL TEYSEER/CCC JV
269 THREADED ROD, HEXBOLT , NUT & WASHER MSHEIREB DOWNTOWN DOHA PHASE 2 CEG INTERNATIONAL ARABTEC CONSTRUCTION
270 MECHANICAL ANCHORS GREENLINE METRO HILL INTERNATIONAL PORR-SBG-HBK JV
271 CIVIL SUPPORTS ACCESSORIES GOLD LINE METRO ATKINS ALYSJ JV
272 CIVIL FOR CHEMICAL ANCHORS GOLD LINE METRO ATKINS ALYSJ JV

273 MOZOON TOWER SUBSTRUCTURE & SUPER STRUCTURE PREQUALIFICATION - FOR CHEMICAL FIXINGS MZP ORIENTALS ENTERPRISES
ADNAN SAFFARINI ARCHITECT &
274 CONSTRACTION OF FOXHILLS RES. A40 CHEMICAL ANCHORS FIS EM & FIV V ENGINEERING CONSULTANT JEFERSON CONTRACTING
MEP SUPPORT ( FASTENER, THREADED ROD, BOLTS,
275 MAJLIS GRAND MERCURE HOTEL DOHA NUT, WASHER AEB HARINSA

THE CONSTRUCTION COMPLETION & MAINTENANCE OF FIRESTOP SEALANT FOR MEP PIPES PENETRATION &
276 MADINATH AL MAWATAR PAHASE 2A CONTRUCTION AEB INSHA CONTRACTING & TRADING CO. WLL
DESIGN AND BUILD MANATEQ OASIS RAS ABUNTAS
277 SPECIAL ECO ZONE ANCHOR BOLT & SCREW DORSCH QATAR LEIGHTON CONTRACTING QATAR W.L.L.
278 MAJOR STATION - MSHEIREB PHASE 1 MEP WORKS MECHANICAL & CEILING SUPPORT LOUIS BERGER/EGIS RAIL MIDMAC CONTRACTING CO

279 MOZOON TOWER SUBSTRUCTURE & SUPER STRUCTURE FIS EB MZP ORIENTALS ENTERPRISES

280 MOZOON TOWER SUBSTRUCTURE & SUPER STRUCTURE FIS V MZP ORIENTALS ENTERPRISES
 PROJECT REFERENCES LIST
SR PROJECT NAME PRODUCT / ITEM CONSULTANT CONTRACTOR

281 MOZOON TOWER SUBSTRUCTURE & SUPER STRUCTURE FIS EM MZP ORIENTALS ENTERPRISES

282 MOZOON TOWER SUBSTRUCTURE & SUPER STRUCTURE FIS VT MZP ORIENTALS ENTERPRISES

283 MOZOON TOWER SUBSTRUCTURE & SUPER STRUCTURE FIS SB MZP ORIENTALS ENTERPRISES
284 ES'HAILSALAT TELEPORT PROJECT FUS, EA II, THREADED ROD-BUS DUCT SUPPORT KEO PROMER QATAR

285 ES'HAILSALAT TELEPORT PROJECT FUS, EA II, THREADED ROD-CABLE TRUNKING SYSTEM KEO PROMER QATAR
QATAR INTEGRATED DOHA METRO-GREEN LINE
286 ELEVATED &AT GRADE FIXING ACCESSORIES PORR/SAUDI BIN LADIN GROUP HBK
287 HOTEL APARTMENT BUILDING( 3B+G+7) AT SADD CHEMICAL ANCHORS FIS EB AEB INSHA CONTRACTING & TRADING CO. WLL
288 HOTEL APARTMENT BUILDING( 3B+G+7) AT SADD PREQUALIFICATION FOR ALL PRODUCTS AEB INSHA CONTRACTING & TRADING CO. WLL
ELITE PRIME ELECTROMECHANICAL
289 DESIGN & BUILD OF SIMAISMA BEACH FACILITIES FUS,PIPE CLAM, MECHANICAL ANCHOR SERVICES AL NASR DYNAMIC

290 AL BAYT STADIUM CHILLED WATER PIPE SUPPORTS KEO INTERNATIONAL PSC GROUP

291 AL BAYT STADIUM PLUMBING SUPPORTS SYSTEM KEO INTERNATIONAL PSC GROUP

292 AL BAYT STADIUM FIREFIGHTING SUPPORTS SYSTEM KEO INTERNATIONAL PSC GROUP

293 AL BAYT STADIUM ELECTRICAL SUPPORTS SYSTEM KEO INTERNATIONAL PSC GROUP
GULF ENGINEERING & INDUSTRIAL
294 AL MUTAHIDAH TWIN TOWERS CHILLED WATER & DUCT CONSULTANCY LEIGHTON CONTRACTING WLL
CONSTRUCTION AND UPGRADE OF RAYYAN ROAD
295 PROJECT 7 FNA II EGIS INTERNATIONAL DOGUD-ONUR JV

296 AL BAKER HOTEL- DAFNA SUPERBOND SYSTEM FIS SB ENGINEERING CONSULTANT GROUP REDCO ALMANA

297 GREENLINE UNDERGROUND PROJECT GI CHANNELS PORR-SBG-HBK JV

298 GREENLINE UNDERGROUND PROJECT FIREFIGHTING SERVICES PORR-SBG-HBK JV

299 GREENLINE UNDERGROUND PROJECT THREADED ROD & MECHANICAL FASTENERS PORR-SBG-HBK JV

300 HOTEL APARTMENT BUILDING( 3B+G+7) AT SADD FIRESTOP & ANCHORS FASTENERS AEB INSHA CONTRACTING & TRADING CO. WLL
 PROJECT REFERENCES LIST
SR PROJECT NAME PRODUCT / ITEM CONSULTANT CONTRACTOR
Roads Surrounding Al Bayt Stadium – QN090 (including
321 QN005-P03) TRS,HN & WASHER Parsons International Bin Omran Trading & Contracting L.L.C.

322 SOUTH PLAZA BUILDING AT KATARA PROJECT FIS EM 390 & CHEMICAL ANCHOR BOLT KEO INTERNATIONAL BOOM GENERAL CONTRACTORS

323 SOUTH PLAZA BUILDING AT KATARA PROJECT ANCHOR BOLT KEO INTERNATIONAL BOOM GENERAL CONTRACTORS

324 LUSAIL OFFICE TOWER COM 39 SXR FRAME FIXING EHAF UCC

325 LUSAIL OFFICE TOWER COM 39 FIS EM 390 & THREADED ROD EHAF UCC

326 LUSAIL OFFICE TOWER FAZ II GI GHD GLOBAL AL KHAYYAT CONTRACTING & TRADING

327 LUSAIL OFFICE TOWER FAZ II A4 GHD GLOBAL AL KHAYYAT CONTRACTING & TRADING

328 LUSAIL OFFICE TOWER FAZ II & SXR GI GHD GLOBAL AL KHAYYAT CONTRACTING & TRADING

329 LUSAIL OFFICE TOWER FAZ II & SXR A4 GHD GLOBAL AL KHAYYAT CONTRACTING & TRADING
3B+G+M+18 STOREY MIX-USED COMMERCIAL/OFFICE GHANTOOT CONSTRUCTION & TRANSPORT
330 BUILDING AT MARINA DISTRICT ON PLOT MIX-026 LUSAIL ANCHOR BOLT LACASA DEVELOPMENT
DESIGN, CONSTRUCTION, COMPLETION, &
331 MAINTENANCE OF ASPIRE PARK EDUTAINMENT COMPLEX FAZ II KEO INTERNATIONAL URBACON TRADING & CONTRACTING
CONCTRUCTION OF MEGA RESERVIOR PRPS 4- ABU
332 NAKLA ANCHOR BOLTS ENERGO-HYDER CGGC-BURHAN JV

333 AL BAYT STADIUM ANCHORS KEO INTERNATIONAL COASTAL QATAR

334 CONSTRUCTION OF MOZOON TOWERS SUBSTRUCTURE FIS EM 390 MZP ORIENTAL ENTERPRISES

335 CONSTRUCTION OF MOZOON TOWERS SUBSTRUCTURE FIS V 360 MZP ORIENTAL ENTERPRISES

336 CONSTRUCTION OF MOZOON TOWERS SUBSTRUCTURE FIS SB MZP ORIENTAL ENTERPRISES

337 CONSTRUCTION OF MOZOON TOWERS SUBSTRUCTURE FSI VT MZP ORIENTAL ENTERPRISES

338 FOXHILL DISTRICT DRAINAGE AEB POWERMECH

339 FOXHILL DISTRICT HVAC AEB POWERMECH

340 FOXHILL DISTRICT FIREFIGHTING AEB POWERMECH

 PROJECT REFERENCES LIST
SR PROJECT NAME PRODUCT / ITEM CONSULTANT CONTRACTOR
HQ OF GENERAL DIRECTORATE FOR BORDERS, PASSPORT
341 EXPATRIATE AFFAIRS & NATIONAL & TRAVELS INSTALLATION SUPPORT CEG AL AALI INTERNATIONAL

342 CPC07a ISF DUHAIL SUSPENDED AHU, SUPPORT KEO INTERNATIONAL QD-SBG CONSTRUCTION

343 CPC07a ISF DUHAIL FIREFIGHTING KEO INTERNATIONAL QD-SBG CONSTRUCTION

344 GREEN LINE ELEVATED & AT GRADE THREADED ROD & MACHANICAL FASTERNER LOUIS BERGER/EGIS RAIL SBG-PORR-HBK JV

345 GREEN LINE ELEVATED & AT GRADE ANCHORS LOUIS BERGER/EGIS RAIL SBG-PORR-HBK JV

346 GREEN LINE ELEVATED & AT GRADE PIPE SUPPORT FOR CHILLED WATER LOUIS BERGER/EGIS RAIL SBG-PORR-HBK JV

347 GREEN LINE ELEVATED & AT GRADE PIPE SUPPORT FOR FIRE FIGHTING LOUIS BERGER/EGIS RAIL SBG-PORR-HBK JV

348 GREEN LINE ELEVATED & AT GRADE MEP SUPPORT LOUIS BERGER/EGIS RAIL SBG-PORR-HBK JV

349 GREEN LINE ELEVATED & AT GRADE PIPE SUPPORT FOR PLUMBING & DRAINAGE LOUIS BERGER/EGIS RAIL SBG-PORR-HBK JV
REDLINE NORTH (QATAR UNIVERSITY AND LUSAIL
350 STATION) CHILLED WATER PIPE SUPPORTS LOUIS BERGER/EGIS RAIL RLR JV
REDLINE NORTH (QATAR UNIVERSITY AND LUSAIL
351 STATION) FIRE FIGHTING SUPPORTS LOUIS BERGER/EGIS RAIL RLR JV
REDLINE NORTH (QATAR UNIVERSITY AND LUSAIL
352 STATION) PLUMBING & DRAINAGE SUPPORTS SYSTEM LOUIS BERGER/EGIS RAIL RLR JV
REDLINE NORTH (QATAR UNIVERSITY AND LUSAIL
353 STATION) HVAC SUPPORTS LOUIS BERGER/EGIS RAIL RLR JV
REDLINE NORTH (QATAR UNIVERSITY AND LUSAIL
354 STATION) MECHANICAL ANCHORS -ELECTRIACAL & PLUMBING LOUIS BERGER/EGIS RAIL CONSOLIDATED CONSTRUCTION COMPANY CCC
REDLINE NORTH (QATAR UNIVERSITY AND LUSAIL
355 STATION) FIRESTOP PRODUCTS LOUIS BERGER/EGIS RAIL RLR JV

356 AFFORDABLE HOUSING DEVELOPMENT -SALWA ROAD MECHANICAL & CONSUMABLES SUBMITTALS AEB ICT -INSHA QATAR

357 WAREHOUSE & LOGISTICS PARK-UMM SHAHARAIN FIAM 310 ERGA QATAR MAN ENTERPRISES QATAR

358 WAREHOUSE & LOGISTICS PARK-UMM SHAHARAIN RFS 640 ERGA QATAR MAN ENTERPRISES QATAR

359 WALDROF ASTORIA FIAM 310 & FIRE STOP FOAM-FIRE STOP LA CASA QATAR HARINSA QATAR
PROPOSED B+G+1 VILLA PLOT NO. 91010149 AKL THREADED ROD- UNIFIX -CHANNE- FOR DUCT WORK ,
360 WUKAIR , AL WAKRA PLUMBING & CABLE MANAGEMENT SUPPORT VGC ARPLAN CONSULTING ARCHITECH HATCO /UCC URBACON
 PROJECT REFERENCES LIST
SR PROJECT NAME PRODUCT / ITEM CONSULTANT CONTRACTOR

361 PROPOSED COMMERCIAL MALL DUCT SUPPORT SYSTEM AEB SHANNON

362 MEGA RESERVIOR PRPS - UMM SALA ANCHOR BOLT FAZ II HYDER INTERNATIONAL HBK

363 AFFORDABLE HOUSING DEVELOPMENT -SALWA ROAD PLUMBING & DRAINAGE AEB INSHA Trading & Contracting Co. W.L.L

364 AFFORDABLE HOUSING DEVELOPMENT -SALWA ROAD FIRE FIGHTING SUPPORT AEB INSHA Trading & Contracting Co. W.L.L

365 PROPOSED LUXURY HOTEL BUILDING (3B+G+1+M+6+P) FIS EM 390 ADNAN SAFFARINI RCC

366 MIXED USED DEVELOPMENT PROJECT AT AIRPORT ROAD FIS V ECG JABER TRADING & CONTRACTING
CONSTRUCTION, COMPLETION MAINTENANCE -SALWA
367 RESORT P1 FIAM 310 DAR-AL HANDASAH CONTRACO

368 POLICE COLLEGE COMPLEX PREQUALIFICATION FOR CHEMICAL ANCHORS CEG INTERNATIONAL HASSANESCO TRADING & CONTRACTING WLL

369 POLICE COLLEGE COMPLEX CHEMICAL ANCHORS CEG INTERNATIONAL HASSANESCO TRADING & CONTRACTING WLL

370 CPC07a ISF DUHAIL CHILLED WATER PIPE ANCHORING SUPPORTS KEO INTERNATIONAL QD-SBG CONSTRUCTION
QATAR FOUNDATION STADIUM PROJECT MAIN WORKS
371 (DESIGN & BUILD) ANCHORS & FASTENERS FOR MEP INSTALLATION ASTAD PROJECT MANAGEMENT JPAC JV
CONSTRUCTION, COMPLETION AND MAINTENANCE OF
372 GENERAL TAKAFUL C-RING ROAD OFFICE BUILDING ANCHORS FOR CURTAIN WALL KHATIB & ALAMI ORIENTAL ENTERPRISES
ANCHORS AND FASTENERS FOR SHELTERS CURTAIN
373 DOHA METRO RED LINE NORTH UNDERGROUND WLL FOH STATIONS FROM ALU-TEC - FAZ II, FIS V, FIS JACOBS IMPREGILO-SK E& C-GALFAR AL MISNAD JV

374 AFFORDABLE HOUSING DEVELOPMENT AT SALWA ROAD CHEMICAL ANCHORS - FIS EB, FIS SB & FIS V AEB ICT-INSHA FOR BUIILDINGS CONSTRUCTION
DROP-IN ANCHOR, THREADED ROD, HEXBOLT, NUT &
375 AL RAYYAN STADIUM WASHER AECOM AL BALAGH - L & T JV

376 PROPOSED COMMERCIAL MALL AT ABU SIDRA FIS VL AEB SHANON ENGINEERING

377 MSHEIREB DOWNTOWN DOHA PHASE 4 CHEMICAL ANCHORS CEG INTERNATIONAL TEYSEER/CCC JV

378 MSHEIREB DOWNTOWN DOHA PHASE 4 EXPANSION ANCHOR BOLT CEG INTERNATIONAL TEYSEER/CCC JV
BEEMA OFFICE BUILDING (2B+G+M+3) AT PLOT E-01
CHILLED WATER PIPE SUPPORT AEB ICT-INSHA FOR BUIILDINGS CONSTRUCTION
379 LUSAIL
BEEMA OFFICE BUILDING (2B+G+M+3) AT PLOT E-01
FIRE FIGHTING SUPPORT AEB ICT-INSHA FOR BUIILDINGS CONSTRUCTION
380 LUSAIL
 PROJECT REFERENCES LIST
SR PROJECT NAME PRODUCT / ITEM CONSULTANT CONTRACTOR
INJECTION MORTAR FIS EB KHATIB & ALAMI HASSANESCO TRADING & CONTRACTING WLL
381 CONSTRUCTION OF NEW STUDENT AFFAIRS BUILDING
DRAINAGE & PLUMBING SYSTEM CEG HASSANESCO TRADING & CONTRACTING WLL
382 POLICE COLLEGE COMPLEX
FIREFIGHTINH SYSTEM CEG HASSANESCO TRADING & CONTRACTING WLL
383 POLICE COLLEGE COMPLEX
CONSTRUCTION OF NEW COLLEGE OF EDUCATION
INJECTION MORTAR FIS EM 390 KHATIB & ALAMI BOOM GENERAL CONTRACTING
384 BUILDING QATAR UNIVERSITY
FIS VL 360 MZP BLUU QATAR
385 QIG NEW OFFICE
FIRESTOP PRODUCTS AEB ICT-INSHA FOR BUIILDINGS CONSTRUCTION
386 EXTENSION OF BARWA VILLAGE
 TRANSMITTAL OF SHOP DRAWINGS, EQUIPMENT DATA, MATERIAL SAMPLES, OR DATE TRANSMITTAL NO.
MANUFACTURER'S CERTIFICATES OF COMPLIANCE
7/14/2018 22 00 00-24
For use of this form, see ER 415-1-0; the proponent agency is CECW-CE

SECTION I - REQUEST FOR APPROVAL OF THE FOLLOWING ITEMS (This section will be initiated by the contractor)
TO: Qatar Program Management Office FROM: Al Seal Contracting and Trading Company CONTRACT NO. THIS IS A:
Building Palm Tower B Majlis A L Taawon W912ER18C0007
Street NEW TRANSMITTAL
Doha 3657
Qatar
SPECIFICATION SEC. NO. (Cover only one section with each transmittal) PROJECT TITLE AND LOCATION 01 THIS TRANSMITTAL IS FOR: (Check one)
22 00 00-PLUMBING, GENERAL PURPOSE Shield 5 Program, State of Qatar Site 7, Qatar FIO GA DA CR DA/CR DA/GA S

ITEM NO. CONTRACT REFERENCE FOR VARIATION FOR CE USE

DESCRIPTION OF SUBMITTAL ITEM SUBMITTAL TYPE CODE NO. OF
(See Note DOCUMENT CONTRACTOR (See CODE
(Type size, model number/etc) (See Note 8) COPIES
3) USE Instruction No. (Note 9)
SPEC. PARA DRAWING
6)
b. c. d. NO. SHEET NO.
a. g. h. i.
e. f.
67 Plumbing Supports System (Fischer) 03 - PRODUCT DATA 3 2.3 A No A
Remarks from Contractor
* Three (3) Hard Copies + One (1) Soft Copy to USACE Qatar Office

I certify that the above submitted items have been reviewed in detail and
are correct and in the strict conformance with the contract drawings and
specifications except as otherwise stated.

NAME AND SIGNATURE OF CONTRACTOR

SECTION II - APPROVAL ACTION
ENCLOSURES RETURNED (List by item No.) NAME, TITLE AND SIGNATURE OF APPROVING AUTHORITY DATE

ENG FORM 4025-R, JUL 2015 Page 1 of 1 REPLACES EDITION OF MAR 2012, WHICH IS OBSOLETE
 DATE TRANSMITTAL NO.
TRANSMITTAL OF SHOP DRAWINGS, EQUIPMENT DATA
MATERIAL SAMPLES, OR MANUFACTURER'S 8/6/2018 22 00 00-24
CERTIFICATES OF COMPLIANCE
PROJECT TITLE Shield 5 Program, State of Qatar Site 7 CONTRACT NO. PAGE
W912ER18C0007 Page 1 of 1
LOCATION Qatar

Item Description Variation QA Code

67 Plumbing Supports System (Fischer) No A

SECTION III - GOVERNMENT REVIEW REMARKS
No remarks

Attachment to ENG FORM 4025-R Page 1 of 1

Scanned by CamScanner
 .

by
Rina Mae DELGADO
on 28/04/2016
 QATAR INTEGRATED RAIL PROJECT
Doha Metro: RLS UG
Material Approval Request

M003-QGD-MEP-MAR-00272

PREPARATION BY CONTRACTOR:

Action Name Signature Role Company Date

John-John Procurement 2- frt IL,
Originator AneIMEP
Paz Engineer
Tarek MEP Section
Checker RLS-JV
Ghantous Manager
Rania
Reviewer MEP Manager RLS-JV
Martin IC
Henry
Approval Project Director RLS-JV
Yamazaki ç// tj

APPROVAL:

Action Name 1 Signature Role Date

Recommendation
for Approval ( (. Engineer’s Assistant

Approval Daniel Leckel Engineer ?‘

4
Document Number: M003-QGD-MEP-MAR-00272 Rev 2 Page 1 of I 25-Aug-16
Uncontrolled if pnnted, refer to EDMS for current version

.
 QATAR INTEGRATED RAIL PROJECT
Doha Metro: RLS UG
Material Approval Request

M003-QG D-FRS-MAR-00020

PREPARATION BY CONTRACTOR:

Action Name Signat re Role Company Date

Kaan
Originator Technical Officer Anel MEP
Gezer
Checker ONYIJZA Sr.Elec.Engr.ISrMech.Engr. RLS-JV

Ran ia
Reviewer MEP Manager RLS-JV
Martin
Approval
Henry
Yamazaki
4y,fL Project Director RLS-JV 0 j SèP 1J16
—I

Document Number: M003-QGD-FRS-MAR-00020 Rev I Page 1 of I 04-Sept-2016

Uncontrolled if printed, refer to EDMS for current version
th
 . .:.
41
'
4 ""'
MATERIALAPPROVALREQUEST
RED LINE SOUTH UNDERGROUND (MAR)
1Mioloi311QIGID
Project Code Org. Code
I
I
F IR I
Disc. Code
s I I M I A ~R
I Doc. Ty e
I. I. 0 I0 I0 I2 I0
Sequence No.

1. ISSUER OF THE MATERIAL APPROVAL REQUEST

Name Kaan Gezer Company ANEL MEP WBSCode MOOJtRJ1XA.NNN
Position Technical Office Engineer Date 03.08.2016 Signature
I
u~
2. DESCRIPTION OF MATERIAL AND USE
Threaded Rod, Hex
Material Designation MateriaiiD Number N/A
Bolt, Nut & Washer
Fischerwerke Gmbh &
Name Ad Astra Wll Name
...cu Co. KG •
... ...::J
Barwa Commercial
...
.1!
c.
Q,
::J
In
Address and
Contact Details
Avenue, Block 12, 1st
floor, Office 101 & 102,
PO BOX 41208
- u
"'::J
s::
"'
~
Address and
Contact Details
Weinhalde 14-18 72176
Waldachtal Germany.
Phone : 00497443 12-0
Doha Qatar Email : info@fischer.de
Phone : +974 40002400
Intended Use I FOR TUNNELS
Expected Location of Use I I Expected Date of Use I 30 Dec 2016
Technical Specifications to be Applied

• QCS 2010 SECTION 19- PART 1.1.7.2, SECTION 21- PART 9:9.3.2, SECTION 22- PART 5:5.2.2,

SECTION 22- PART 6.6.2.3 Duct Work General

• QCS 2014 SECTION 23- PART 4.6.2

3. ATTACHED DOCUMENTS
~ Material Data Sheet 0 Other(s):
~ GSAS- Material Sustainability Assessment Sheet •

~ Conformance Certificates •

0 Material Safety Data Sheet (MSDS) •

~ Guaranties/Warranties •

4. SAMPLE
0 Attached 0 Can be seen on site ~ No sample

5. AVAILABILITY IN QATAR
NOT AVAILABLE IN QATAR

Form codification : M003-QGD-QMS-FRM-00003 Rev.S Page 1 of 17 Date ofform : 2014-11-16

 Doha  Metro  
Red  Line  North  Underground  Lot  1.4  and  Lot  1.5  
File  No:  AD12033EA  
Ref:  RR-­‐MC/1652/16  
 

DESIGN  VERIFICATION  ENGINEER  

DESIGN  REVIEW  REPORT  
Revision:   0.1  
DRR  Ref.   M001-­‐SOC-­‐QMS-­‐DRS-­‐30527  
Date  [DD/MM/YY]:   20/03/2017  
Zone   Discipline  
X  -­‐  Non  WBS  Specific   QMS  -­‐  Quality  Management  
 
CONTRACTOR  SUBMITTALS  
Issue  Date  (1)  :  
Review  Document  Ref.   M001-­‐ISG-­‐QMS-­‐MAR-­‐30527   Rev:   0.1   [DD/MM/YY]  
13/03/17  

ACONEX  Transmittal:   M001-­‐ISG-­‐WTRAN-­‐028103   ACONEX  Workflow:   WF-­‐030001   Package:   -­‐-­‐-­‐-­‐-­‐  

Material  Submittal  to  DVE  -­‐  Anchors  and  Fasteners  for  Shelters  Curtain  Wall   Response  Due  Date:  
Review  Document  Title   (Adi:  Aconex  date  in)  
(Adi)+  6  days  
FOH  stations  from  ALUTEC  
Appendix:   Ref   Title:        

     
Purpose  of  Submission   Review  Status  
Contractor   ISG  JV  
(DDM  1)  
4   (DDM  2)  
C  
Document  Review  History:  
DVE  Comments  Arising   Closure   CONTRACTOR  Response  
Page  
#  
/  Ref  
Status  
Action  Required   Action  Taken  
Code   Code  
(DDM3)   (DDM  4)   (DDM5)  
DVE  agrees  with  the  proposed  material.  However  the  supplier’s  
recommendations  should  be  followed  with  regards  the  technical  
description  use  for  the  product.  Furthermore,  the  contractor  shall  ensure  
that:  
• The  applications  of  material  follow  the  supplier's  recommendations;  
1   General   • The  basic  anchorage  lengths  are  as  per  the  design  requirements,  unless   -­‐-­‐-­‐   Closed      
it  is  differently  defined  and  approved  by  the  chemical  mortal  supplier;  
• Post  installation  of  rebar  shall  comply  with  a  conditions  of  corrosions,  
durability  and  fire  rating  of  the  structure;  
• Anchoring  of  bars  chemically  shall  not  be  within  the  
concrete  cover.  
             

DVE  General  Notes  

The  DVE  considers  that:  
-­‐ Synthesis  and  coordination  between  different  engineering  activities  have  been  done  by  ISG  before  transmitting  these  packages.  
-­‐ ComplyPro  database  is  fully  consistent,  populated  and  tested;  including  evidence  module.  
-­‐ It  is  assumed  that  ISG  has  carried  out  his  own  internal  review  as  per  their  quality  system.  
-­‐ The  submitted  design  package  is  fully  comprehensive.  Any  missing  element,  when  arriving,  will  not  question  the  approved  elements  in  this  package.  
-­‐ The  list  of  ER’s  and  deliverables  are  fully  comprehensive  at  the  time  of  our  review.  
-­‐ Designer’s  Calculation  Notes  are  considered  “only  for  information”,  and  are  not  subject  to  DVE  Certificate  process  as  per  E’sR  Vol  4,  Section  12,  §12.3.1  
-­‐ DVE  does  not  verify  the  Sustainability  actions  and  compliance  of  Sustainability  ER's  included  in  this  Design  Package  
 
DVE  Revisions:  
 
     

   
Sign:     Sign:     Sign:  
0.1   20/03/2017   Issued  for  SONO        
Riantsoa  Ramaherison   Guillaume  Aliadière   Miguel  Casanova  
Rev   Date  
Prepared  by   Verified  by   Approved  by  
Description  
(Senior  Engineer)   (Team  Leader)   (Project  Manager)  
 
         

Drop  Down  Menus   Template  Ref:  QR-­‐JAC-­‐TMP-­‐007  Rev  6  

DDM  1   DDM2    
DDM  3 DDM  4   DDM  5  
01  –  Issued  for  information   A  -­‐  Approved   Mandatory   Closed   Revised  
02  –  Issued  for  Review   B  –  Approved  with  Comments   Suggested   Open   Not  Revised  
03  –  Issued  for  Approval    
C  -­‐  SONO      
04  –  Issued  for  SONO   D-­‐  NOWC        
05  –  Issued  for  Implementation   E  –  Fail/  Not  Approved        
  F  –  Review  not  Required        

SOCOTEC  International  –  Abu  Dhabi  Branch  -­‐  Head  Office:  Hamdan  (05th)  Street,  Falcon  Tower  –  Suite  101            
Contact:  Tel.  :  +971  2  6325324  -­‐  Fax  :  +971  2  6350104      P.O.  Box  109534  –  Abu  Dhabi  -­‐  UNITED  ARAB  EMIRATES    
   

M001-­‐SOC-­‐QMS-­‐DRS-­‐30527  Rev  0.1                  Page  1  of  1  

 
 ~' Qatar Rail

R
Material Approval Request Review Sheet (Engineer)
Company Management System

Document Review Status Code:

I

~
t!r Bruce Pucknell

Wojclech Kryse
Design Maneger

Structural Engineer
Semuel Adair Mcchesney

Engineer's Assistant

David Allen Handover Manager

'Y
Jacobus Conradl e I Sr Proj Manag; - i

Mousa Abulhawa I HVAC/MEP Maneger

lain MCLNn E&M Elec. Engr

Edgard Tatl ongherl QA Engineer

Date:
Paul Cathercole HSSI! Maneger 19 APR 2017

U:AOING EXC£LLENC£ I CMS Rl'f.· TM lOH04 Re~ 2.0. lG/00/16 Page 1 of 1