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Submission folder
Customer Hotline Customer Hotline Hong Kong 8228 8118Macau (Toll free) 00800- 8228 8118
Hilti HSC Submission Folder
Sample Submission and Approval Form 2 - 3
Product Information 4 - 5
Technical Data 6 - 15
Method Statement 16
Test Reports according to BS5080 HSC-A 17 - 25HSC-AR 26 - 34HSC-I 35 - 45HSC-IR 46 - 56
European Technical ApprovalHSC-A / HSC-I 57 - 65HSC-AR / HSC-IR 66 - 74
Government Letter 75 - 76
Country of Origin 77
Job Reference 78 - 87
Page 1 Dec 2012
Page 1 of 2
SAMPLE SUBMISSION AND APPROVAL FORM
Contract Title: ________________________________ Ref. No.: ________________________
________________________________ Date: ________________________
Ref. No. of Previous Submission:
________________________
Contract No: ________________________________ (1) ________________________
File Reference: ________________________________ (2) ________________________
DETAILS OF SUBMISSION
To: Contract Manager’s Representative Attention: ________________________
From: ________________________________
The enclosed sample and catalogue* / certificate of origin* / technical data* / test report* / job reference* as described below have been checked for compliance with the Specifications and Drawings, and are submitted for approval. 1. General Information
a. Material Description HSC-A / HSC-AR / HSC-I / HSC-IR safety anchor __________________________________________________________ __________________________________________________________ b. Location: __________________________________________________________ __________________________________________________________ __________________________________________________________ c. Specification Ref. Page: __________________________ Item: _______________________ __________________________ _______________________ __________________________ _______________________ d. Drawing Ref. No. __________________________________________________________ __________________________________________________________ __________________________________________________________ e. B.Q. Ref.No.: __________________________________________________________ __________________________________________________________ __________________________________________________________ f. Anticipated date of approval: __________________________________________________________
2. Technical Information
The submitted sample has been checked against the specification and drawings as listed below:-
Specification Requirements Submitted Sample (State details against each item)
a. Brand Not specified Hilti b. Country of Origin Not specified Republic of China c. Manufacturer’s Name & Address Not specified Hilti Corporation, FL-9494 Principality of Liechtenstein d. Factory’s Name & Address(es) Not specified Hilti (China Zhangjiang) Co Ltd, Yongping Road South,
Zhangjiang Development Zone, 524022 Zhangjiang, Guangdong Province, China
e. Supplier (with Applicator, if any)
Page 2 Dec 2012
Page 2 of 2
Not specified Hilti (Hong Kong) Ltd f. Appearance Not specified According to the sample submitted g. Color + Not specified NIL h. Specification Not specified Attached i. Manufacturer’s Catalogue Not specified Attached j. Test Report (Original/Certificated True Copy) Not specified Attached k. Previous Job Reference Not specified Attached l. Supplementary Information Not specified NIL For and on behalf of the Contractor ____________________________
(Quality Control Manager)
CONTRACT MANAGER’S COMMENTS To: From: Contract Manager’s Representative: ________________________________
On the basis of the sample and information given, the above sample submitted is:
(1) * Approved. (2) * Not approved because ____________________________________________________ _______________________________________________________________________ _______________________________________________________________________ Remarks: _______________________________________________________________________ _______________________________________________________________________ _______________________________________________________________________ Approval does not alter the requirements of the Contract Contract Manager’s Representative: ____________________________
_____________________________ Date:
cc. _______________________________________ _______________________________________ _______________________________________ (* Delete if appropriate) (+ For glass or vitreous mosaic tiles, the contractor is required to confirm the colour range(s) of the submitted sample, i.e. a) light and or medium; or b) dark)
Page 3 Dec 2012
Anchoring Systems
200Customer Hotline: Hong Kong 8228 8118 Macau 00800 8228 8118 (Mon - Fri 8:30 am - 6:00 pm / Sat 8:30 am - 1:00 pm) | Hilti online: www.hilti.com.hk
7
Safety anchorHSC
Installation procedureshef
h1
I
df
tfix
do
hef
h1
IS
df
tfix
do
Approvals
Applications Fastening where safety is at stake e.g. to secure cladding and facades,
installation and ceiling with low embedment depth and small edge and spacing distance
Base material Cracked or non-cracked concrete
Hard natural stone
Material Steel strength grade 8.8, galvanized at least 5 µm (M6-M12)
A4 stainless steel (M6-M12)
Technical data Recommended load (kN), non-cracked concrete at 25N/mm², safety factor(�)=3
Model Size M8x40 M8x50 M10x40 M12x60
HSC-ATensile Load, Nrec 4.3 5.9 4.3 7.8
Shear Load, Vrec 4.9 4.9 7.7 11.2
HSC-ARTensile Load, Nrec 4.3 5.9 4.3 7.8
Shear Load, Vrec 4.3 4.3 6.8 9.8
Model Size M6x40 M8x40 M10x50 M10x60 M12x60
HSC-lTensile Load, Nrec 4.3 4.3 5.9 7.8 7.8
Shear Load, Vrec 2.7 4.1 5.1 5.1 6.1
HSC-lRTensile Load, Nrec 4.3 4.3 5.9 7.8 7.8
Shear Load, Vrec 2.3 3.6 4.4 4.4 5.3
Remarks:1) All the data applies to no edge distance, spacing and other influences 2) For detail design method and cracked concrete information, please refer to Fastening Technology Manual
AdvantagesAutomatic undercutting by anchor when anchor sleeve is driven onto stud taper
Reliable performance with short embedment depth
Flexible in design with short spacing and edge distance required
VdS
Insert type I anchor into hole. Set with setting tool. Secure part being fastened.
Drill hole with stop drill bit. Blow out dust and fragments. Insert type A anchor into hole. Check setting of type A anchor.
Check setting of type I anchor.
Page 4 Dec 2012
Anchoring Systems
201 Customer Hotline: Hong Kong 8228 8118 Macau 00800 8228 8118 (Mon - Fri 8:30 am - 6:00 pm / Sat 8:30 am - 1:00 pm) | Hilti online: www.hilti.com.hk
HSC-AR: stud head (A4 stainless steel) 14 46.0 40 71.5 10 15 9 13 25 HSC-AR M8x40/15 0003114814 56.0 50 81.5 10 15 9 13 25 HSC-AR M8x50/15 0003115016 46.5 40 79.5 20 20 12 17 25 HSC-AR M10x40/20 0003114918 68.0 60 103.5 30 20 14 19 20 HSC-AR M12x60/20 00015506
HSC programmeHSC-A: stud head (galv. to min. 5µm) Drill bit Tighten. Max. Clear- Width nom. Min. hole Anchorage Anchor torque fasten. ance across dia., do depth, h1 depth, hef length, I Tinst thk. tfix hole, df flats, Sw Package Order designation Item no. (mm) (mm) (mm) (mm) (Nm) (mm) (mm) (pcs)
14 46.0 40 71.5 10 15 9 13 25 HSC-A M8x40/15 0003113914 56.0 50 81.5 10 15 9 13 25 HSC-A M8x50/15 0003114116 46.5 40 79.5 20 20 12 17 25 HSC-A M10x40/20 0003114018 68.0 60 103.5 30 20 14 19 20 HSC-A M12x60/20 00015507
Special Request
Required toolsTE 7-C/ TE 16/ TE25 TE30 TE35 TE 40/
Anchor TE 7-A 16-C/16-M TE30-C-AVR 40-AVR Stop drill bit Package Setting tool Package Anchor description TE30-M-AVR Order designation (pcs) Item no. Order designation (pcs) Item no.
HSC-A / -AR M8x40/15 TE-C HSC-B 14x40 1 00031157 TE-C HSC-MW 14 1 00031169HSC-A / -AR M8x50/15 TE-C HSC-B 14x50 1 00031158 TE-C HSC-MW 14 1 00031169HSC-A / -AR M10x40/20 TE-C HSC-B 16x40 1 00028568 TE-C HSC-MW 16 1 00011267
HSC-A / -AR M12x60/20 TE-C HSC-B 18x60 1 00030709 TE-C HSC-MW 18 1 00071352
HSC-I / -IR M6x40 TE-C HSC-B 14x40 1 00031157 TE-C HSC-MW 14 1 00031169 HSC-I / -IR M8x40 TE-C HSC-B 16x40 1 00028568 TE-C HSC-MW 16 1 00011267 HSC-I / -IR M10x50 TE-C HSC-B 18x50 1 00030708 TE-C HSC-MW 18 1 00071352 HSC-I / -IR M10x60 TE-C HSC-B 18x60 1 00030709 TE-C HSC-MW 18 1 00071352 HSC-I / -IR M12x60 TE-C HSC-B 20x60 1 00030710 TE-C HSC-MW 20 1 00071353
HSC-I: internal thread (galv. to min. 5µm) Drill bit Tighten. Clear- Width nom. Min. hole Anchorage Anchor torque Screw depth ance across dia., do depth, h1 depth, hef length, I Tinst Smin / Smax hole, df flats, Sw Package Order designation Item no. (mm) (mm) (mm) (mm) (Nm) (mm) (mm) (pcs)
14 46.0 40 43.0 10 6 / 16 7 10 25 HSC-I M6x40 0003114216 46.5 40 43.5 10 8 / 22 9 13 25 HSC-I M8x40 0003114318 56.0 50 54.5 20 10 / 28 12 17 25 HSC-I M10x50 0003114418 68.0 60 64.5 30 10 / 28 12 17 25 HSC-I M10x60 0003114520 68.5 60 64.5 30 12 / 30 14 19 25 HSC-I M12x60 00031146
HSC-IR: internal thread (A4 stainless steel)
14 46.0 40 43.0 10 6 / 16 7 10 25 HSC-IR M6x40 0003115116 46.5 40 43.5 10 8 / 22 9 13 25 HSC-IR M8x40 0003115218 56.0 50 54.5 20 10 / 28 12 17 25 HSC-IR M10x50 0003115318 68.0 60 64.5 30 10 / 28 12 17 25 HSC-IR M10x60 0003115420 68.5 60 64.5 30 12 / 30 14 19 25 HSC-IR M12x60 00031155
Page 5 Dec 2012
HS
C-A
| S
afet
y an
chor
2 / 2
011
94HS
C-A
Saf
ety
anch
or
Anc
hor v
ersi
on
Ben
efits
Bol
t ver
sion
HS
C-A
Car
bon
Ste
el
vers
ion
HS
C-A
R S
tain
less
st
eel v
ersi
on
- th
e pe
rfect
sol
utio
n fo
r sm
all e
dge
and
spac
e di
stan
ce
- su
itabl
e fo
r thi
n co
ncre
te b
lock
s du
e to
low
em
bedm
ent d
epth
-
suita
ble
for c
rack
ed c
oncr
ete
- se
lf-cu
tting
und
ercu
t anc
hor
- av
aila
ble
as b
olt v
ersi
on fo
r th
roug
h ap
plic
atio
ns
- st
ainl
ess
stee
l ava
ilabl
e fo
r ex
tern
al a
pplic
atio
ns
Conc
rete
Tens
ilezo
neSm
all ed
ge
distan
cean
d spa
cing
Fire
resis
tance
Shoc
kCo
rrosio
nre
sistan
ceEu
rope
anTe
chnic
alAp
prov
alCE
confo
rmity
Hilti
anch
or
desig
nso
ftwar
e
App
rova
ls /
cert
ifica
tes
Des
crip
tion
Aut
horit
y / L
abor
ator
y N
o. /
date
of i
ssue
E
urop
ean
tech
nica
l app
rova
l a)
CS
TB, P
aris
E
TA-0
2/00
27 /
2007
-09-
20
Sho
ckpr
oof f
aste
ning
s in
civ
il de
fenc
e in
stal
latio
ns
Bun
desa
mt f
ür Z
ivils
chut
z, B
ern
BZS
D 0
6-60
1 / 2
006-
07-1
7
Fire
test
repo
rt IB
MB
, Bra
unsc
hwei
g U
B 3
177/
1722
-1 /
2006
-06-
28
Ass
essm
ent r
epor
t (fir
e)
war
ringt
onfir
e W
F 16
6402
/ 20
07-1
0-26
a)
All
data
giv
en in
this
sec
tion
acco
rdin
g E
TA-0
2/00
27 is
sue
2007
-09-
20
Bas
ic lo
adin
g da
ta
All
data
in th
is s
ectio
n ap
plie
s to
Fo
r det
ails
see
Sim
plifi
ed d
esig
n m
etho
d -
Cor
rect
set
ting
(See
set
ting
inst
ruct
ion)
-
No
edge
dis
tanc
e an
d sp
acin
g in
fluen
ce
- C
oncr
ete
as s
peci
fied
in th
e ta
ble
- S
teel
failu
re
- M
inim
um b
ase
mat
eria
l thi
ckne
ss
- C
oncr
ete
C 2
0/25
, fck
,cub
e = 2
5 N
/mm
²
HS
C-A
| S
afet
y an
chor
2 / 2
011
95
Mea
n ul
timat
e re
sist
ance
N
on-c
rack
ed c
oncr
ete
Cra
cked
con
cret
e A
ncho
r siz
e M
8x40
M10
x40
M8x
50M
12x6
0M
8x40
M10
x40
M8x
50M1
2x60
Tens
ile N
Ru,
m
HS
C-A
HS
C-A
R[k
N]
16,6
16,6
23,3
30,6
13,3
13,3
18,6
24,5
She
ar V
Ru,
m
H
SC
-A
[kN
] 19
,030
,219
,043
,819
,030
,219
,043
,8
HS
C-A
R
[kN
] 16
,626
,416
,638
,416
,626
,416
,638
,4
Cha
ract
eris
tic re
sist
ance
Non
-cra
cked
con
cret
e C
rack
ed c
oncr
ete
Anc
hor s
ize
M8x
40M
10x4
0M
8x50
M12
x60
M8x
40M
10x4
0M
8x50
M12x
60Te
nsile
NR
k
HS
C-A
[k
N]
12,8
12,8
17,8
23,4
9,1
9,1
12,7
16,7
H
SC
-AR
[k
N]
12,8
12,8
17,8
23,4
9,1
9,1
12,7
16,7
She
ar V
Rk
H
SC
-A
[kN
] 14
,623
,214
,633
,714
,6 18
,2 14
,6 33
,5
HS
C-A
R
[kN
] 12
,820
,312
,829
,512
,8 18
,2 12
,829
,5
Des
ign
resi
stan
ceN
on-c
rack
ed c
oncr
ete
Cra
cked
con
cret
e A
ncho
r siz
e M
8x40
M10
x40
M8x
50M
12x6
0M
8x40
M10
x40
M8x
50M1
2x60
Tens
ile N
Rd
HS
C-A
[k
N]
8,5
8,5
11,9
15,6
6,1
6,1
8,5
11,2
H
SC
-AR
[k
N]
8,5
8,5
11,9
15,6
6,1
6,1
8,5
11,2
She
ar V
Rd
H
SC
-A
[kN
] 11
,7 17
,0 11
,727
,011
,7 12
,1 11
,7 22
,3
HS
C-A
R
[kN
] 8,2
13,0
8,218
,98,2
12
,1 8,2
18,9
Rec
omm
ende
d lo
ads
Non
-cra
cked
con
cret
e C
rack
ed c
oncr
ete
Anc
hor s
ize
M8x
40M
10x4
0M
8x50
M12
x60
M8x
40M
10x4
0M
8x50
M12x
60Te
nsile
Nre
ca)
HS
C-A
[k
N]
4,3
4,3
5,9
7,8
3,0
3,0
4,2
5,6
H
SC
-AR
[k
N]
4,3
4,3
5,9
7,8
3,0
3,0
4,2
5,6
She
ar V
rec
a)
H
SC
-A
[kN
] 4,9
7,7
4,9
11
,2 4,9
6,1
4,9
11
,2
HS
C-A
R
[kN
] 4,3
6,8
4,3
9,8
4,3
6,1
4,3
9,8
a)
W
ith o
vera
ll gl
obal
saf
ety
fact
or
= 3
. Th
e re
com
men
ded
load
s va
ry a
ccor
ding
to
the
safe
ty f
acto
r re
quire
men
t fro
m n
atio
nal r
egul
atio
ns.
Page 6 Dec 2012
HS
C-A
| S
afet
y an
chor
2 / 2
011
96Mat
eria
lsM
echa
nica
l pro
pert
ies
Anc
hor s
ize
HSC
M8x
40M
10x4
0M
8x50
M12
x60
Nom
inal
tens
ile s
treng
th f u
k[N
/mm
²]-A
80
0 80
0 80
0 80
0
-AR
70
0 70
0 70
0 70
0
Yie
ld s
treng
th f y
k[N
/mm
²]-A
64
0 64
0 64
0 64
0
-AR
45
0 45
0 45
0 45
0
Stre
ssed
cro
ss-s
ectio
n fo
r bo
lt ve
rsio
n A
s,A
[mm
²] -A
, AR
36
,6
58,0
36
,6
84,3
Mom
ent o
f res
ista
nce
W
[mm
³] -A
, AR
31
,2
62,3
31
,2
109,
2
Des
ign
bend
ing
resi
stan
ce
with
out s
leev
e M
Rd,
s[N
m]
-A
24
48
24
84
-AR
16
,7
33,3
16
,7
59,0
Mat
eria
l qua
lity
Part
Mat
eria
l
HSC-A
Con
e bo
lt w
ith ,
with
inte
rnal
or
ext
erna
l thr
ead
stee
l gra
de 8
.8, g
alva
nise
d to
min
. 5 μ
m
Exp
ansi
on s
leev
e an
d w
ashe
r G
alva
nise
d st
eel
Hex
agon
nut
G
rade
8
HSC-AR
Con
e bo
lt w
ith ,
with
inte
rnal
or
ext
erna
l thr
ead
stee
l gra
de 1
.440
1, 1
.457
1 A
4-70
Exp
ansi
on s
leev
e an
d w
ashe
r st
eel g
rade
1.4
401,
1.4
571
Hex
agon
nut
st
eel g
rade
1.4
401,
1.4
571
A4-
70
Anc
hor d
imen
sion
s D
imen
sion
s of
HSC
-A a
nd H
SC-A
RA
ncho
r ver
sion
Th
read
siz
e t fix
[mm
] m
ax
b[m
m]
l s [m
m]
d[m
m]
e[m
m]
HS
C-A
(R) M
8x40
M
8 15
0 13
,5
40,8
13
,5
16
HS
C-A
(R) M
10x4
0 M
10
200
15,5
40
,8
15,5
20
HS
C-A
(R) M
8x50
M
8 15
0 13
,5
50,8
13
,5
16
HS
C-A
(R) M
12x6
0 M
12
200
17,5
60
,8
17,5
24
HS
C-A
| S
afet
y an
chor
2 / 2
011
97
Setti
ngIn
stal
latio
n eq
uipm
ent
Anc
hor s
ize
HSC-
A/AR
M8x4
0HS
C-A/
ARM8
x50
HSC-
A/AR
M10x
40HS
C-A/
ARM1
2x60
Rot
ary
ham
mer
for s
ettin
g TE
7-C;
TE
7-A;
TE
16; T
E 16
-C;
TE 16
-M; T
E 25
; TE
35TE
7-C;
TE
7-A;
TE 25
; TE
35
TE 16
; TE
16-C
; TE
16-M
; TE
25; T
E 35
; TE
40; T
E 40
-AVR
S
top
drill
bit
TE-C
-HS
C-B
14
x40
14x5
0 16
x40
18x6
0 S
ettin
g To
ol
TE-C
-HS
C-M
W
14
14
16
18
Setti
ng in
stru
ctio
n
For d
etai
led
info
rmat
ion
on in
stal
latio
n se
e in
stru
ctio
n fo
r use
giv
en w
ith th
e pa
ckag
e of
the
prod
uct.
Setti
ng d
etai
ls: d
epth
of d
rill h
ole
h 1 a
nd e
ffect
ive
anch
orag
e de
pth
h ef
Page 7 Dec 2012
HS
C-A
| S
afet
y an
chor
2 / 2
011
98Setti
ng d
etai
ls H
SC-A
(R)
Anc
hor v
ersi
on
M8x
40M
10x4
0M
8x50
M12
x60
Nom
inal
dia
met
er o
f dril
l bit
d o[m
m]
14
16
14
18
Cut
ting
diam
eter
of d
rill b
it d c
ut
[mm
]14
,5
16,5
14
,5
18,5
Dep
th o
f dril
l hol
e h 1
[mm
]46
46
56
68
Dia
met
er o
f cle
aran
ce h
ole
in th
e fix
ture
d f[m
m]
9 12
10
30
Effe
ctiv
e an
chor
age
dept
h h e
f[m
m]
40
40
50
60
Max
imum
fast
enin
g th
ickn
ess
t fix
[mm
]15
20
15
20
Torq
ue m
omen
t T i
nst
[Nm
]10
20
10
30
Wid
th a
cros
s S
W
[mm
]13
17
13
19
Bas
e m
ater
ial t
hick
ness
, anc
hor s
paci
ng a
nd e
dge
dist
ance
A
ncho
r siz
e M
8x40
M10
x40
M8x
50M
12x6
0M
inim
um b
ase
mat
eria
l thi
ckne
ssh m
in
[mm
] 10
0 10
0 10
0 13
0
Min
imum
spa
cing
s m
in
[mm
] 40
40
50
60
M
inim
um e
dge
dist
ance
c min
[mm
] 40
40
50
60
Crit
ical
spa
cing
for
conc
rete
con
e fa
ilure
s c
r,N
[mm
] 12
0 12
0 15
0 18
0
Crit
ical
edg
e di
stan
ce
for c
oncr
ete
cone
fa
ilure
c cr,N
[m
m]
60
60
75
90
Crit
ical
spa
cing
for
split
ting
failu
re
s cr,s
p [m
m]
130
120
170
180
Crit
ical
edg
e di
stan
ce
for s
plitt
ing
failu
re
c cr,s
p [m
m]
65
60
85
90
For
spac
ing
(edg
e di
stan
ce)
smal
ler
than
crit
ical
spa
cing
(cr
itica
l ed
ge d
ista
nce)
the
des
ign
load
s ha
ve t
o be
re
duce
d.
Crit
ical
spa
cing
and
crit
ical
edg
e di
stan
ce fo
r spl
ittin
g fa
ilure
app
ly o
nly
for n
on-c
rack
ed c
oncr
ete.
For
cra
cked
co
ncre
te o
nly
the
criti
cal s
paci
ng a
nd c
ritic
al e
dge
dist
ance
for c
oncr
ete
cone
failu
re a
re d
ecis
ive.
HS
C-A
| S
afet
y an
chor
2 / 2
011
99
Sim
plifi
ed d
esig
n m
etho
d S
impl
ified
ver
sion
of
the
desi
gn m
etho
d ac
cord
ing
ETA
G 0
01,
Ann
ex C
. D
esig
n re
sist
ance
ac
cord
ing
data
giv
en in
ETA
-02/
0027
issu
e 20
07-0
9-20
.
Influ
ence
of c
oncr
ete
stre
ngth
Influ
ence
of e
dge
dist
ance
Influ
ence
of s
paci
ng
V
alid
for
a g
roup
of
two
anch
ors.
(Th
e m
etho
d m
ay a
lso
be a
pplie
d fo
r an
chor
gro
ups
with
mor
e th
an tw
o an
chor
s or
mor
e th
an o
ne e
dge.
The
influ
enci
ng fa
ctor
s m
ust t
hen
be
cons
ider
ed fo
r eac
h ed
ge d
ista
nce
and
spac
ing.
The
cal
cula
ted
desi
gn lo
ads
are
then
on
the
save
sid
e: T
hey
will
be lo
wer
than
the
exac
t val
ues
acco
rdin
g E
TAG
001
, Ann
ex C
. To
avo
id th
is, i
t is
reco
mm
ende
d to
use
the
anch
or d
esig
n so
ftwar
e P
RO
FIS
anc
hor)
Th
e de
sign
met
hod
is b
ased
on
the
follo
win
g si
mpl
ifica
tion:
No
diffe
rent
load
s ar
e ac
ting
on in
divi
dual
anc
hors
(no
ecce
ntric
ity)
The
valu
es a
re v
alid
for o
ne a
ncho
r.
For m
ore
com
plex
fast
enin
g ap
plic
atio
ns p
leas
e us
e th
e an
chor
des
ign
softw
are
PR
OFI
S A
ncho
r.
Tens
ion
load
ing
The
desi
gn te
nsile
resi
stan
ce is
the
low
er v
alue
of
- S
teel
resi
stan
ce:
NR
d,s
- C
oncr
ete
pull-
out r
esis
tanc
e:
NR
d,p
= N
0 Rd,
p f B
- C
oncr
ete
cone
resi
stan
ce:
NR
d,c
= N
0 Rd,
c f B
f 1,N
f 2,N
f 3,N
f re,
N
-C
oncr
ete
split
ting
resi
stan
ce (o
nly
non-
crac
ked
conc
rete
): N
Rd,
sp
= N
0 Rd,
c f B
f 1,s
p f 2
,sp
f 3,s
p f
h,sp
f re,
N
Bas
ic d
esig
n te
nsile
resi
stan
ce
Des
ign
stee
l res
ista
nce
NR
d,s
Ms
1.5
Anc
hor s
ize
M8x
40M
10x4
0M
8x50
M12
x60
NR
d,s
HS
C-A
[k
N]
19,5
30
,9
19,5
44
,9
HS
C-A
R
[kN
] 13
,7
21,7
13
,7
31,6
Des
ign
pull-
out r
esis
tanc
e N
Rd,
p = N
0 Rd,
p f B
for H
SC-A
and
HSC
-AR
M
p =
1.5
Non
-cra
cked
con
cret
e C
rack
ed c
oncr
ete
Anc
hor s
ize
M8x
40M
10x4
0M
8x50
M12
x60
M8x
40M
10x4
0M
8x50
M12
x60
N0 R
d,p
[kN
] N
o pu
ll-ou
t fai
lure
N
o pu
ll-ou
t fai
lure
Page 8 Dec 2012
HS
C-A
| S
afet
y an
chor
2 / 2
011
100
Des
ign
conc
rete
con
e re
sist
ance
NR
d,c =
N0 R
d,c
f B f 1
,N f 2
,N f 3
,N f r
e,N
Des
ign
split
ting
resi
stan
ce a)
NR
d,sp
= N
0 Rd,
c f B
f 1,s
p f 2
,sp
f 3,s
p f
h,sp
f re,
NM
c =
1.5
Non
-cra
cked
con
cret
e C
rack
ed c
oncr
ete
Anc
hor s
ize
M8x
40M
10x4
0M
8x50
M12
x60
M8x
40M
10x4
0 M
8x50
M12
x60
N0 R
d,c
[kN
] 8,
5 8,
5 11
,9
15,6
6,1
6,1
8,5
11,2
a) S
plitt
ing
resi
stan
ce m
ust o
nly
be c
onsi
dere
d fo
r non
-cra
cked
con
cret
e
Influ
enci
ng fa
ctor
s
Influ
ence
of c
oncr
ete
stre
ngth
Con
cret
e st
reng
th d
esig
natio
n (E
NV
206)
C
20/
25
C 2
5/30
C
30/
37
C 3
5/45
C
40/
50
C 4
5/55
C
50/
60
f B =
(f c
k,cu
be/2
5N/m
m²)
1/2
a)
1 1,
1 1,
22
1,34
1,
41
1,48
1,
55
a)
f ck,c
ube =
con
cret
e co
mpr
essi
ve s
treng
th, m
easu
red
on c
ubes
with
150
mm
sid
e le
ngth
b)
Fo
r des
ign
data
of f
ck,c
ube =
15
and
20, p
leas
e co
ntac
t Hilt
i tec
hnic
al a
dvis
ory
serv
ice
Influ
ence
of e
dge
dist
ance
a)
c/c c
r,N0,
10,
20,
30,
40,
50,
60,
70,
80,
91
c/c c
r,sp
f 1,N =
0,
7 +
0,3
c/c c
r,N 1
0,
73
0,76
0,
79
0,82
0,
85
0,88
0,
91
0,94
0,
97
1 f 1,
sp =
0,
7 +
0,3
c/c c
r,sp
1
f 2,N =
0,
5(1
+ c
/ccr
,N)
1
0,55
0,
60
0,65
0,
70
0,75
0,
80
0,85
0,
90
0,95
1
f 2,sp
=
0,5
(1 +
c/c
cr,s
p) 1
a)
Th
e ed
ge d
ista
nce
shal
l not
be
smal
ler t
han
the
min
imum
edg
e di
stan
ce c
min g
iven
in th
e ta
ble
with
the
setti
ng
deta
ils. T
hese
influ
enci
ng fa
ctor
s m
ust b
e co
nsid
ered
for e
very
edg
e di
stan
ce.
Influ
ence
of a
ncho
r spa
cing
a)
s/s c
r,N0,
10,
20,
30,
40,
50,
60,
70,
80,
91
s/s c
r,sp
f 3,N =
0,5
(1 +
s/s
cr,N
) 1
0,
55
0,60
0,
65
0,70
0,
75
0,80
0,
85
0,90
0,
95
1 f 3,
sp =
0,
5(1
+ s
/scr
,sp)
1
a)
The
anch
or s
paci
ng s
hall
not
be s
mal
ler
than
the
min
imum
anc
hor
spac
ing
s min g
iven
in t
he t
able
with
the
se
tting
det
ails
. Thi
s in
fluen
cing
fact
or m
ust b
e co
nsid
ered
for e
very
anc
hor s
paci
ng.
Influ
ence
of b
ase
mat
eria
l thi
ckne
ssh/
h ef
2,0
2,2
2,4
2,6
2,8
3,0
3,2
3,4
3,6
3,6
8f h
,sp
= [h
/(2h e
f)]2/
31
1,07
1,
13
1,19
1,
25
1,31
1,
37
1,42
1,
48
1,5
Influ
ence
of r
einf
orce
men
tA
ncho
r siz
e M
8x40
M10
x40
M8x
50M
12x6
0f re
,N =
0,5
+ h e
f/200
mm
1
0,7
a)
0,7
a)
0,75
a)
0,8
a)
a)
This
fac
tor
appl
ies
only
for
den
se r
einf
orce
men
t. If
in t
he a
rea
of a
ncho
rage
the
re is
rei
nfor
cem
ent
with
a
spac
ing
150
mm
(any
dia
met
er) o
r with
a d
iam
eter
1
0 m
m a
nd a
spa
cing
1
00 m
m, t
hen
a fa
ctor
f re,
N =
1
may
be
appl
ied.
HS
C-A
| S
afet
y an
chor
2 / 2
011
101
Shea
r loa
ding
The
desi
gn s
hear
resi
stan
ce is
the
low
er v
alue
of
- S
teel
resi
stan
ce:
V Rd,
s
-C
oncr
ete
pryo
ut re
sist
ance
: V R
d,cp
= V
0 Rd,
cp f B
f 1,N
f 2,N
f 3,N
f re,
N
- C
oncr
ete
edge
resi
stan
ce:
V Rd,
c =
V0 Rd,
c f B
f ß f
h f 4
Bas
ic d
esig
n sh
ear r
esis
tanc
e
Des
ign
stee
l res
ista
nce
V Rd,
sM
s 1
.25
Anc
hor s
ize
M8x
40M
10x4
0M
8x50
M12
x60
VR
d,s
HS
C-A
[k
N]
11,7
18
,6
11,7
27
,0
HS
C-A
R
[kN
] 8,
2 13
,0
8,2
18,9
Des
ign
conc
rete
pry
out r
esis
tanc
e V R
d,cp
= V
0 Rd,
cp f B
f 1,N
f 2,N
f 3,N
f re,
NM
c =
1.5
Non
-cra
cked
con
cret
e C
rack
ed c
oncr
ete
Anc
hor s
ize
M8x
40M
10x4
0M
8x50
M12
x60
M8x
40M
10x4
0M
8x50
M12
x60
V0 R
d,cp
[k
N]
17,0
17
,0
23,8
31
,2
12,1
12
,1
17,0
22
,3
Des
ign
conc
rete
edg
e re
sist
ance
a) V
Rd,
c = V
0 Rd,
c f B
f ß f
h f 4
Mc
= 1.
5
Non
-cra
cked
con
cret
e C
rack
ed c
oncr
ete
Anc
hor s
ize
M8x
40M
10x4
0M
8x50
M12
x60
M8x
40M
10x4
0M
8x50
M12
x60
V0 R
d,c
[kN
]2,
5 2,
6 3,
6 5,
3 1,
8 1,
8 2,
6 3,
8 a)
For
anc
hor g
roup
s on
ly th
e an
chor
s cl
ose
to th
e ed
ge m
ust b
e co
nsid
ered
.
Influ
enci
ng fa
ctor
s
Influ
ence
of c
oncr
ete
stre
ngth
Con
cret
e st
reng
th d
esig
natio
n (E
NV
206)
C
20/
25
C 2
5/30
C
30/
37
C 3
5/45
C
40/
50
C 4
5/55
C
50/
60
f B =
(f c
k,cu
be/2
5N/m
m²)
1/2
a)
1 1,
1 1,
22
1,34
1,
41
1,48
1,
55
a)
f ck,c
ube =
con
cret
e co
mpr
essi
ve s
treng
th, m
easu
red
on c
ubes
with
150
mm
sid
e le
ngth
b)
Fo
r des
ign
data
of f
ck,c
ube =
15
and
20, p
leas
e co
ntac
t Hilt
i tec
hnic
al a
dvis
ory
serv
ice
Influ
ence
of e
dge
dist
ance
a)
c/c c
r,N0,
10,
20,
30,
40,
50,
60,
70,
80,
91
f 1,N =
0,
7 +
0,3
c/c c
r,N 1
0,
73
0,76
0,
79
0,82
0,
85
0,88
0,
91
0,94
0,
97
1
f 2,N =
0,
5(1
+ c
/ccr
,N)
1
0,55
0,
60
0,65
0,
70
0,75
0,
80
0,85
0,
90
0,95
1
a)
The
edge
dis
tanc
e sh
all n
ot b
e sm
alle
r tha
n th
e m
inim
um e
dge
dist
ance
cm
in g
iven
in th
e ta
ble
with
the
setti
ng
deta
ils. T
hese
influ
enci
ng fa
ctor
s m
ust b
e co
nsid
ered
for e
very
edg
e di
stan
ce.
Page 9 Dec 2012
HS
C-A
| S
afet
y an
chor
2 / 2
011
102
Influ
ence
of a
ncho
r spa
cing
a)
s/s c
r,N0,
10,
20,
30,
40,
50,
60,
70,
80,
91
f 3,N =
0,
5(1
+ s
/scr
,N)
1
0,55
0,
60
0,65
0,
70
0,75
0,
80
0,85
0,
90
0,95
1
a)
The
anch
or s
paci
ng s
hall
not
be s
mal
ler
than
the
min
imum
anc
hor
spac
ing
s min g
iven
in t
he t
able
with
the
se
tting
det
ails
. Thi
s in
fluen
cing
fact
or m
ust b
e co
nsid
ered
for e
very
anc
hor s
paci
ng.
Influ
ence
of r
einf
orce
men
tA
ncho
r siz
e M
8x40
M10
x40
M8x
50M
12x6
0f re
,N =
0,5
+ h e
f/200
mm
1
0,7
a)
0,7
a)
0,75
a)
0,8
a)
a)
This
fac
tor
appl
ies
only
for
den
se r
einf
orce
men
t. If
in t
he a
rea
of a
ncho
rage
the
re is
rei
nfor
cem
ent
with
a
spac
ing
150
mm
(any
dia
met
er) o
r with
a d
iam
eter
1
0 m
m a
nd a
spa
cing
1
00 m
m, t
hen
a fa
ctor
f re,
N =
1
may
be
appl
ied.
Influ
ence
of a
ngle
bet
wee
n lo
ad a
pplie
d an
d th
e di
rect
ion
perp
endi
cula
r to
the
free
edg
eA
ngle
ß
0° -
55°
60°
65°
70°
75°
80°
85°
90° -
180°
f ß1
1,07
1,
14
1,23
1,
35
1,50
1,
71
2
Influ
ence
of b
ase
mat
eria
l thi
ckne
ssh/
c0,
150,
30,
450,
60,
750,
91,
051,
21,
35 1
,5
f h =
{h
/(1,5
c)}
2/3
1
0,22
0,
34
0,45
0,
54
0,63
0,
71
0,79
0,
86
0,93
1,
00
Influ
ence
of a
ncho
r spa
cing
and
edg
e di
stan
ce a)
for c
oncr
ete
edge
resi
stan
ce: f
4f 4
= (c
/hef
)1,5
(1 +
s /
[3
c])
0,5
c/h e
fSi
ngle
anch
orG
roup
of t
wo
anch
ors
s/h e
f
0,75
1,50
2,25
3,00
3,75
4,50
5,25
6,00
6,75
7,50
8,25
9,00
9,75
10,50
11,25
0,50
0,35
0,
27
0,35
0,35
0,
35
0,35
0,35
0,35
0,35
0,35
0,35
0,35
0,
35
0,35
0,35
0,35
0,75
0,65
0,43
0,54
0,65
0,65
0,65
0,65
0,65
0,65
0,65
0,65
0,65
0,65
0,65
0,65
0,65
1,00
1,00
0,
63
0,75
0,88
1,
00
1,00
1,00
1,00
1,00
1,00
1,00
1,00
1,
00
1,00
1,00
1,00
1,25
1,40
0,84
0,98
1,12
1,26
1,40
1,40
1,40
1,40
1,40
1,40
1,40
1,40
1,40
1,40
1,40
1,50
1,84
1,
07
1,22
1,38
1,
53
1,68
1,84
1,84
1,84
1,84
1,84
1,84
1,
84
1,84
1,84
1,84
1,75
2,32
1,32
1,49
1,65
1,82
1,98
2,15
2,32
2,32
2,32
2,32
2,32
2,32
2,32
2,32
2,32
2,00
2,83
1,
59
1,77
1,94
2,
12
2,30
2,47
2,65
2,83
2,83
2,83
2,83
2,
83
2,83
2,83
2,83
2,25
3,38
1,88
2,06
2,25
2,44
2,63
2,81
3,00
3,19
3,38
3,38
3,38
3,38
3,38
3,38
3,38
2,50
3,95
2,
17
2,37
2,57
2,
77
2,96
3,16
3,36
3,56
3,76
3,95
3,95
3,
95
3,95
3,95
3,95
2,75
4,56
2,49
2,69
2,90
3,11
3,32
3,52
3,73
3,94
4,15
4,35
4,56
4,56
4,56
4,56
4,56
3,00
5,20
2,
81
3,03
3,25
3,
46
3,68
3,90
4,11
4,33
4,55
4,76
4,98
5,
20
5,20
5,20
5,20
3,25
5,86
3,15
3,38
3,61
3,83
4,06
4,28
4,51
4,73
4,96
5,18
5,41
5,63
5,86
5,86
5,86
3,50
6,55
3,
51
3,74
3,98
4,
21
4,44
4,68
4,91
5,14
5,38
5,61
5,85
6,
08
6,31
6,55
6,55
3,75
7,26
3,87
4,12
4,36
4,60
4,84
5,08
5,33
5,57
5,81
6,05
6,29
6,54
6,78
7,02
7,26
4,00
8,00
4,
25
4,50
4,75
5,
00
5,25
5,50
5,75
6,00
6,25
6,50
6,75
7,
00
7,25
7,50
7,75
4,25
8,76
4,64
4,90
5,15
5,41
5,67
5,93
6,18
6,44
6,70
6,96
7,22
7,47
7,73
7,99
8,25
4,50
9,55
5,
04
5,30
5,57
5,
83
6,10
6,36
6,63
6,89
7,16
7,42
7,69
7,
95
8,22
8,49
8,75
4,75
10,3
55,
455,
725,
996,
276,
546,
817,
087,
367,
637,
908,
178,
458,
728,
999,
265,
0011
,18
5,87
6,
156,
43
6,71
6,
997,
277,
557,
838,
118,
398,
66
8,94
9,
229,
509,
785,
2512
,03
6,30
6,59
6,87
7,16
7,45
7,73
8,02
8,31
8,59
8,88
9,17
9,45
9,74
10,02
10,31
5,50
12,9
0 6,
74
7,04
7,33
7,
62
7,92
8,21
8,50
8,79
9,09
9,38
9,67
9,
97
10,26
10,55
10,85
a)
The
anch
or s
paci
ng a
nd th
e ed
ge d
ista
nce
shal
l not
be
smal
ler t
han
the
min
imum
anc
hor s
paci
ng s
min a
nd th
e m
inim
um e
dge
dist
ance
cm
in.
HS
C-A
| S
afet
y an
chor
2 / 2
011
103
Com
bine
d te
nsio
n an
d sh
ear l
oadi
ng
For c
ombi
ned
tens
ion
and
shea
r loa
ding
see
sec
tion
“Anc
hor D
esig
n”.
Page 10 Dec 2012
HS
C-I
| S
afet
y an
chor
2 / 2
011
104
HS
C-I
Saf
ety
anch
or
Anc
hor v
ersi
onB
enef
itsIn
tern
al th
read
ed
vers
ion:
HS
C-I
carb
on s
teel
in
tern
al v
ersi
on
HS
C-IR
Sta
inle
ss
stee
l ver
sion
(A4)
- th
e pe
rfect
sol
utio
n fo
r sm
all
edge
and
spa
ce d
ista
nce
- su
itabl
e fo
r thi
n co
ncre
te b
lock
s du
e to
low
em
bedm
ent d
epth
-
suita
ble
for c
rack
ed c
oncr
ete
- se
lf-cu
tting
und
ercu
t anc
hor
- in
tern
al th
read
ed
- st
ainl
ess
stee
l ava
ilabl
e fo
r ex
tern
al a
pplic
atio
ns
Conc
rete
Tens
ilezo
neSm
all ed
ge
distan
cean
d spa
cing
Fire
resis
tance
Shoc
kCo
rrosio
nre
sistan
ceEu
rope
anTe
chnic
alAp
prov
alCE
confo
rmity
Hilti
anch
or
desig
nso
ftwar
e
App
rova
ls /
cert
ifica
tes
Des
crip
tion
Aut
horit
y / L
abor
ator
y N
o. /
date
of i
ssue
E
urop
ean
tech
nica
l app
rova
l a)
CS
TB, P
aris
E
TA-0
2/00
27 /
2007
-09-
20
Sho
ckpr
oof f
aste
ning
s in
civ
il de
fenc
e in
stal
latio
ns
Bun
desa
mt f
ür Z
ivils
chut
z, B
ern
BZS
D 0
6-60
1 / 2
006-
07-1
7
Fire
test
repo
rt IB
MB
, Bra
unsc
hwei
g U
B 3
177/
1722
-1 /
2006
-06-
28
Ass
essm
ent r
epor
t (fir
e)
war
ringt
onfir
e W
F 16
6402
/ 20
07-1
0-26
- A
ll da
ta g
iven
in th
is s
ectio
n ac
cord
ing
ETA
-02/
0027
issu
e 20
07-0
9-20
Bas
ic lo
adin
g da
ta
All
data
in th
is s
ectio
n ap
plie
s to
Fo
r det
ails
see
Sim
plifi
ed d
esig
n m
etho
d -
Cor
rect
set
ting
(See
set
ting
inst
ruct
ion)
-
No
edge
dis
tanc
e an
d sp
acin
g in
fluen
ce
- C
oncr
ete
as s
peci
fied
in th
e ta
ble
- S
teel
failu
re
- M
inim
um b
ase
mat
eria
l thi
ckne
ss
- C
oncr
ete
C 2
0/25
, fck
,cub
e = 2
5 N
/mm
²
Mea
n ul
timat
e re
sist
ance
HSC
-I an
d H
SC-IR
N
on-c
rack
ed c
oncr
ete
Cra
cked
con
cret
e A
ncho
r siz
e M
6x 40M
8x 40M
10x
50M
10x
60M
12x
16M
6x 40M
8x 40M
10x
50M
10x
60M
12x
60Te
nsile
NR
u,m
H
SC
-I [k
N]
16,6
16,6
23,3
30,6
30,6
13,3
13,3
18,6
24,5
24,5
H
SC
-IR
[kN
] 14
,816
,6 23
,3 30
,6 30
,6 13
,3 13
,3 18
,6 24
,5 24
,5 S
hear
VR
u,m
H
SC
-I [k
N]
10,4
15,9
19,8
19,8
23,4
10,4
15,9
19,8
19,8
23,4
H
SC
-IR
[kN
] 9,
113
,917
,317
,320
,89,
113
,917
,317
,320
,8
HS
C-I
| S
afet
y an
chor
2 / 2
011
105
Cha
ract
eris
tic re
sist
ance
HSC
-I an
d H
SC-IR
N
on-c
rack
ed c
oncr
ete
Cra
cked
con
cret
e A
ncho
r siz
e M
6x 40M
8x 40M
10x
50M
10x
60M
12x
16M
6x 40M
8x 40M
10x
50M
10x
60M
12x
16Te
nsile
NR
k
HS
C-I
[kN
] 12
,8 12
,8 17
,8 23
,4 23
,4 9,1
9,1
12
,7 16
,7 16
,7
HS
C-IR
[k
N]
12,8
12,8
17,8
23,4
23,4
9,1
9,1
12,7
16,7
16,7
She
ar V
Rk
H
SC
-I [k
N]
8,0
12,2
15,2
15,2
18,2
8,0
12,2
15,2
15,2
18,2
H
SC
-IR
[kN
] 7,
010
,713
,313
,316
,07,
010
,713
,313
,316
,0
Des
ign
resi
stan
ce H
SC-I
and
HSC
-IR
Non
-cra
cked
con
cret
e C
rack
ed c
oncr
ete
Anc
hor s
ize
M6x 40
M8x 40
M10
x50
M10
x60
M12
x16
M6x 40
M8x 40
M10
x50
M10
x60
M12
x16
Tens
ile N
Rd
H
SC
-I [k
N]
8,5
8,5
11,9
15,6
15,6
6,1
6,1
8,5
11,2
11,2
H
SC
-IR
[kN
] 7,
5 8,5
11
,9 14
,2
15,6
6,1
6,1
8,5
11,2
11,2
She
ar V
Rd
H
SC
-I [k
N]
6,4
9,8
12,2
12,2
14,6
6,4
9,8
12,2
12,2
14,6
H
SC
-IR
[kN
] 4,
56,
98,
58,
510
,34,
56,
98,
58,
510
,3
Rec
omm
ende
d lo
ads
HSC
-I an
d H
SC-IR
N
on-c
rack
ed c
oncr
ete
Cra
cked
con
cret
e A
ncho
r siz
e M
6x 40M
8x 40M
10x
50M
10x
60M
12x
16M
6x 40M
8x 40M
10x
50M
10x
60M
12x
16Te
nsile
Nre
ca)
H
SC
-I [k
N]
4,3
4,3
5,9
7,8
7,8
3,0
3,0
4,2
5,6
5,6
H
SC
-IR
[kN
] 4,3
4,3
5,9
7,8
7,8
3,0
3,0
4,2
5,6
5,6
S
hear
Vre
ca)
H
SC
-I [k
N]
2,7
4,1
5,1
5,1
6,1
2,7
4,1
5,1
5,1
6,1
H
SC
-IR
[kN
] 2,3
3,6
4,4
4,4
5,3
2,3
3,6
4,4
4,4
5,3
a)
With
ove
rall
glob
al s
afet
y fa
ctor
=
3. T
he re
com
men
ded
load
s va
ry a
ccor
ding
to th
e sa
fety
fact
or re
quire
men
t fro
m n
atio
nal r
egul
atio
ns.
Mat
eria
lsM
echa
nica
l pro
pert
ies
Anc
hor s
ize
HSC
M6x
40M
8x40
M10
x50
M10
x60
M12
x60
Nom
inal
tens
ile s
treng
th f u
k[N
/mm
²]-I
800
800
800
800
800
-IR60
0 60
0 70
0 70
0 70
0
Yie
ld s
treng
th f y
k[N
/mm
²]-I
640
640
640
640
640
-IR35
5 35
5 35
0 35
0 34
0 St
ress
ed cr
oss-s
ectio
n for
int
erna
l thre
aded
versi
on A
s,I
[mm
²] -I,
IR22
,0
28,3
34
,6
34,6
40
,8
Stre
ssed
cro
ss-s
ectio
n fo
r bo
lt ve
rsio
n A
s,A
[mm
²] -I,
IR20
,1
36,6
58
,0
58,0
84
,3
Mom
ent o
f res
ista
nce
W
[mm
³] -I,
IR12
,7
31,2
62
,3
62,3
10
9,2
Des
ign
bend
ing
resi
stan
ce
with
out s
leev
e M
Rd,
s[N
m]
-I9,
6 24
48
48
84
-IR
7,1
16,7
33
,3
33,3
59
,0
Page 11 Dec 2012
HS
C-I
| S
afet
y an
chor
2 / 2
011
106
Mat
eria
l qua
lity
Part
Mat
eria
l
HSC-I
Con
e bo
lt w
ith ,
with
inte
rnal
or
ext
erna
l thr
ead
stee
l gra
de 8
.8, g
alva
nise
d to
min
. 5 μ
m
Exp
ansi
on s
leev
e an
d w
ashe
r G
alva
nise
d st
eel
Hex
agon
nut
G
rade
8
HSC-IR
Con
e bo
lt w
ith ,
with
inte
rnal
or
ext
erna
l thr
ead
stee
l gra
de 1
.440
1, 1
.457
1 A
4-70
Exp
ansi
on s
leev
e an
d w
ashe
r st
eel g
rade
1.4
401,
1.4
571
Hex
agon
nut
st
eel g
rade
1.4
401,
1.4
571
A4-
70
Anc
hor d
imen
sion
s D
imen
sion
s of
HSC
-I an
d H
SC-IR
Anc
hor v
ersi
on
Thre
ad s
ize
b[m
m]
l s [m
m]
d[m
m]
l b[m
m]
HS
C-I(
R) M
6x40
M
6 13
,5
40,8
13
,5
43,3
HS
C-I(
R) M
8x40
M
8 15
,5
40,8
15
,5
43,8
HS
C-I(
R) M
10x5
0 M
10
17,5
50
,8
17,5
54
,8
HS
C-I(
R) M
10x6
0 M
10
17,5
60
,8
17,5
64
,8
HS
C-I(
R) M
12x6
0 M
12
19,5
60
,8
19,5
64
,8
Setti
ngIn
stal
latio
n eq
uipm
ent
Anc
hor s
ize
HSC-
I/IRHS
C-I/IR
HSC-
I/IRHS
C-I/IR
HSC-
I/IRM6
x40
M8x4
0M1
0x50
M10x
60M1
2x60
Rot
ary
ham
mer
for s
ettin
g TE
7-C;
TE
7-A;
TE
16; T
E 16
-C; T
E 16
-M; T
E 25
; TE
35
TE 16
; TE
16-C
; TE
16-M
; TE
25, T
E 35
; TE
40;
TE 40
-AVR
S
top
drill
bit
TE-C
HS
C-B
14
x40
16x4
0 18
x50
18x6
0 20
x60
Set
ting
Tool
TE
-C H
SC
-MW
14
16
18
18
20
In
sert
Tool
TE
-C H
SC
-EW
14
16
18
18
20
HS
C-I
| S
afet
y an
chor
2 / 2
011
107
Setti
ng in
stru
ctio
n
For H
SC
-I: fa
sten
ing
carb
on s
teel
scr
ew o
r thr
eade
d ro
d. M
inim
um s
treng
th c
lass
8.8
acc
ordi
ng to
ES
O 8
898-
1
For H
SC
-IR: f
aste
ning
sta
inle
ss s
teel
scr
ew o
r thr
eade
d ro
d: m
inim
um s
treng
th c
lass
A4-
70 a
ccor
ding
to E
N IS
O
3506 Fo
r det
aile
d in
form
atio
n on
inst
alla
tion
see
inst
ruct
ion
for u
se g
iven
with
the
pack
age
of th
e pr
oduc
t.
Setti
ng d
etai
ls: d
epth
of d
rill h
ole
h 1 a
nd e
ffect
ive
anch
orag
e de
pth
h ef
Page 12 Dec 2012
HS
C-I
| S
afet
y an
chor
2 / 2
011
108
Setti
ng d
etai
ls
Anc
hor v
ersi
on
M6x
40M
8x40
M10
x50
M10
x60
M12
x60
Nom
inal
dia
met
er o
f dril
l bit
d 0[m
m]
14
16
18
18
20
Cut
ting
diam
eter
of d
rill b
it d c
ut
[mm
]14
,5
16,5
18
,5
18,5
20
,5
Dep
th o
f dril
l hol
e h 1
[mm
]46
46
56
68
68
Dia
met
er o
f cle
aran
ce h
ole
in th
e fix
ture
d f[m
m]
7 9
12
12
14
Effe
ctiv
e an
chor
age
dept
h h e
f[m
m]
40
40
50
60
60
Scr
ewin
g de
pth
min
s
[mm
]6
8 10
10
12
max
s
[mm
]16
22
28
28
30
Wid
th a
cros
s S
W
[mm
]10
13
17
17
19
Inst
alla
tion
torq
ue
T ins
t [N
m]
10
10
20
30
30
Bas
e m
ater
ial t
hick
ness
, anc
hor s
paci
ng a
nd e
dge
dist
ance
A
ncho
r siz
e M
6x40
M8x
40M
10x5
0M
10x6
0M
12x6
0M
inim
um b
ase
mat
eria
l thi
ckne
ssh m
in
[mm
] 10
0 10
0 11
0 13
0 13
0
Min
imum
spa
cing
s m
in
[mm
] 40
40
50
60
60
M
inim
um e
dge
dist
ance
c min
[mm
] 40
40
50
60
60
Crit
ical
spa
cing
for
conc
rete
con
e fa
ilure
s c
r,N
[mm
] 12
0 12
0 15
0 18
0 18
0
Crit
ical
edg
e di
stan
ce
for c
oncr
ete
cone
fa
ilure
c cr,N
[m
m]
60
60
75
90
90
Crit
ical
spa
cing
for
split
ting
failu
re
s cr,s
p [m
m]
130
120
170
180
180
Crit
ical
edg
e di
stan
ce
for s
plitt
ing
failu
re
c cr,s
p [m
m]
65
60
85
90
90
For
spac
ing
(edg
e di
stan
ce)
smal
ler
than
crit
ical
spa
cing
(cr
itica
l ed
ge d
ista
nce)
the
des
ign
load
s ha
ve t
o be
re
duce
d.
Crit
ical
spa
cing
and
crit
ical
edg
e di
stan
ce f
or s
plitt
ing
failu
re a
pply
onl
y fo
r no
n-cr
acke
d co
ncre
te.
For
crac
ked
conc
rete
onl
y th
e cr
itica
l spa
cing
and
crit
ical
edg
e di
stan
ce fo
r con
cret
e co
ne fa
ilure
are
dec
isiv
e.
HS
C-I
| S
afet
y an
chor
2 / 2
011
109
Sim
plifi
ed d
esig
n m
etho
d S
impl
ified
ver
sion
of
the
desi
gn m
etho
d ac
cord
ing
ETA
G 0
01,
Ann
ex C
. D
esig
n re
sist
ance
ac
cord
ing
data
giv
en in
ETA
-02/
0027
issu
e 20
07-0
9-20
.
Influ
ence
of c
oncr
ete
stre
ngth
Influ
ence
of e
dge
dist
ance
Influ
ence
of s
paci
ng
V
alid
for
a g
roup
of
two
anch
ors.
(Th
e m
etho
d m
ay a
lso
be a
pplie
d fo
r an
chor
gro
ups
with
mor
e th
an tw
o an
chor
s or
mor
e th
an o
ne e
dge.
The
influ
enci
ng fa
ctor
s m
ust t
hen
be
cons
ider
ed fo
r eac
h ed
ge d
ista
nce
and
spac
ing.
The
cal
cula
ted
desi
gn lo
ads
are
then
on
the
save
sid
e: T
hey
will
be lo
wer
than
the
exac
t val
ues
acco
rdin
g E
TAG
001
, Ann
ex C
. To
avo
id th
is, i
t is
reco
mm
ende
d to
use
the
anch
or d
esig
n so
ftwar
e P
RO
FIS
anc
hor)
Th
e de
sign
met
hod
is b
ased
on
the
follo
win
g si
mpl
ifica
tion:
No
diffe
rent
load
s ar
e ac
ting
on in
divi
dual
anc
hors
(no
ecce
ntric
ity)
The
valu
es a
re v
alid
for o
ne a
ncho
r.
For m
ore
com
plex
fast
enin
g ap
plic
atio
ns p
leas
e us
e th
e an
chor
des
ign
softw
are
PR
OFI
S A
ncho
r.
Tens
ion
load
ing
The
desi
gn te
nsile
resi
stan
ce is
the
low
er v
alue
of
- S
teel
resi
stan
ce:
NR
d,s
- C
oncr
ete
pull-
out r
esis
tanc
e:
NR
d,p
= N
0 Rd,
p f B
- C
oncr
ete
cone
resi
stan
ce:
NR
d,c
= N
0 Rd,
c f B
f 1,N
f 2,N
f 3,N
f re,
N
-C
oncr
ete
split
ting
resi
stan
ce (o
nly
non-
crac
ked
conc
rete
): N
Rd,
sp
= N
0 Rd,
c f B
f 1,s
p f 2
,sp
f 3,s
p f
h,sp
f re,
N
Bas
ic d
esig
n te
nsile
resi
stan
ce
Des
ign
stee
l res
ista
nce
NR
d,s
Ms
1.5
Anc
hor s
ize
M6x
40M
8x40
M10
x50
M10
x60
M12
x60
NR
d,s
HS
C-I
[kN
] 10
,7
16,3
20
,2
20,2
24
,3
HS
C-IR
[k
N]
7,5
11,4
14
,2
14,2
17
,1
Des
ign
pull-
out r
esis
tanc
e N
Rd,
p = N
0 Rd,
p f B
Mp
= 1.
5
Non
-cra
cked
con
cret
e C
rack
ed c
oncr
ete
Anc
hor s
ize
M6x 40
M8x 40
M10
x50
M10
x60
M12
x60
M6x 40
M8x 40
M10
x50
M10
x60
M12
x60
N0 R
d,p
[kN
] N
o pu
ll-ou
t fai
lure
N
o pu
ll-ou
t fai
lure
Page 13 Dec 2012
HS
C-I
| S
afet
y an
chor
2 / 2
011
110
Des
ign
conc
rete
con
e re
sist
ance
NR
d,c =
N0 R
d,c
f B f 1
,N f 2
,N f 3
,N f r
e,N
Des
ign
split
ting
resi
stan
ce a)
NR
d,sp
= N
0 Rd,
c f B
f 1,s
p f 2
,sp
f 3,s
p f
h,sp
f re,
NM
c =
1.5
Non
-cra
cked
con
cret
e C
rack
ed c
oncr
ete
Anc
hor s
ize
M6x 40
M8x 40
M10
x50
M10
x60
M12
x60
M6x 40
M8x 40
M10
x50
M10
x60
M12
x60
N0 R
d,c
[kN
] 8,
5 8,
5 11
,9
15,6
15
,66,
1 6,
1 8,
5 11
,2
11,2
- S
plitt
ing
resi
stan
ce m
ust o
nly
be c
onsi
dere
d fo
r non
-cra
cked
con
cret
e
Influ
enci
ng fa
ctor
s
Influ
ence
of c
oncr
ete
stre
ngth
Con
cret
e st
reng
th d
esig
natio
n (E
NV
206)
C
20/
25
C 2
5/30
C
30/
37
C 3
5/45
C
40/
50
C 4
5/55
C
50/
60
f B =
(f c
k,cu
be/2
5N/m
m²)
1/2
a)
1 1,
1 1,
22
1,34
1,
41
1,48
1,
55
- f ck
,cub
e = c
oncr
ete
com
pres
sive
stre
ngth
, mea
sure
d on
cub
es w
ith 1
50 m
m s
ide
leng
th
- Fo
r des
ign
data
of f
ck,c
ube =
15
and
20, p
leas
e co
ntac
t Hilt
i tec
hnic
al a
dvis
ory
serv
ice
Influ
ence
of e
dge
dist
ance
a)
c/c c
r,N0,
10,
20,
30,
40,
50,
60,
70,
80,
91
c/c c
r,sp
f 1,N =
0,
7 +
0,3
c/c c
r,N 1
0,
73
0,76
0,
79
0,82
0,
85
0,88
0,
91
0,94
0,
97
1 f 1,
sp =
0,
7 +
0,3
c/c c
r,sp
1
f 2,N =
0,
5(1
+ c
/ccr
,N)
1
0,55
0,
60
0,65
0,
70
0,75
0,
80
0,85
0,
90
0,95
1
f 2,sp
=
0,5
(1 +
c/c
cr,s
p) 1
-
The
edge
dis
tanc
e sh
all n
ot b
e sm
alle
r th
an th
e m
inim
um e
dge
dist
ance
cm
in g
iven
in th
e ta
ble
with
the
setti
ng
deta
ils. T
hese
influ
enci
ng fa
ctor
s m
ust b
e co
nsid
ered
for e
very
edg
e di
stan
ce.
Influ
ence
of a
ncho
r spa
cing
a)
s/s c
r,N0,
10,
20,
30,
40,
50,
60,
70,
80,
91
s/s c
r,sp
f 3,N =
0,5
(1 +
s/s
cr,N
) 1
0,
55
0,60
0,
65
0,70
0,
75
0,80
0,
85
0,90
0,
95
1 f 3,
sp =
0,
5(1
+ s
/scr
,sp)
1
- Th
e an
chor
spa
cing
sha
ll no
t be
smal
ler t
han
the
min
imum
anc
hor s
paci
ng s
min g
iven
in th
e ta
ble
with
the
setti
ng
deta
ils. T
his
influ
enci
ng fa
ctor
mus
t be
cons
ider
ed fo
r eve
ry a
ncho
r spa
cing
.
Influ
ence
of b
ase
mat
eria
l thi
ckne
ssh/
h ef
2,0
2,2
2,4
2,6
2,8
3,0
3,2
3,4
3,6
3,6
8f h
,sp
= [h
/(2h e
f)]2/
31
1,07
1,
13
1,19
1,
25
1,31
1,
37
1,42
1,
48
1,5
Influ
ence
of r
einf
orce
men
tA
ncho
r siz
e M
6x40
M8x
40M
10x5
0M
10x6
0M
12x6
0f re
,N =
0,
5 +
h ef/2
00m
m 1
0,
7 a)
0,
7 a)
0,
75 a)
0,
8 a)
0,
8 a)
- Th
is fa
ctor
app
lies
only
for d
ense
rein
forc
emen
t. If
in th
e ar
ea o
f anc
hora
ge th
ere
is re
info
rcem
ent w
ith a
spa
cing
1
50 m
m (
any
diam
eter
) or
with
a d
iam
eter
1
0 m
m a
nd a
spa
cing
1
00 m
m,
then
a f
acto
r f re
,N =
1 m
ay b
e ap
plie
d.
HS
C-I
| S
afet
y an
chor
2 / 2
011
111
Shea
r loa
ding
The
desi
gn s
hear
resi
stan
ce is
the
low
er v
alue
of
- S
teel
resi
stan
ce:
V Rd,
s
-C
oncr
ete
pryo
ut re
sist
ance
: V R
d,cp
= V
0 Rd,
cp f B
f 1,N
f 2,N
f 3,N
f re,
N
- C
oncr
ete
edge
resi
stan
ce:
V Rd,
c =
V0 Rd,
c f B
f ß f
h f 4
Bas
ic d
esig
n sh
ear r
esis
tanc
e
Des
ign
stee
l res
ista
nce
V Rd,
sM
s 1
.25
Anc
hor s
ize
M6x
40M
8x40
M10
x50
M10
x60
M12
x60
VR
d,s
HS
C-I
[kN
] 6,
4 9,
8 12
,2
12,2
14
,6
HS
C-IR
[k
N]
4,5
6,9
8,5
8,5
10,3
Des
ign
conc
rete
pry
out r
esis
tanc
e V R
d,cp
= V
0 Rd,
cp f B
f 1,N
f 2,N
f 3,N
f re,
NM
c =
1.5
Non
-cra
cked
con
cret
e C
rack
ed c
oncr
ete
Anc
hor s
ize
M6x 40
M8x 40
M10
x50
M10
x60
M12
x60
M6x 40
M8x 40
M10
x50
M10
x60
M12
x60
V0 R
d,cp
[k
N]
17,0
17
,0
23,8
31
,2
31,2
12
,1
12,1
17
,0
22,3
22
,3
Des
ign
conc
rete
edg
e re
sist
ance
a) V
Rd,
c = V
0 Rd,
c f B
f ß f
h f 4
Mc
= 1.
5
Non
-cra
cked
con
cret
e C
rack
ed c
oncr
ete
Anc
hor s
ize
M6x 40
M8x 40
M10
x50
M10
x60
M12
x60
M6x 40
M8x 40
M10
x50
M10
x60
M12
x60
V0 R
d,c
[kN
] 2,
5 2,
6 3,
9 5,
3 5,
4 1,
8 1,
8 2,
8 3,
8 3,
9 -
For a
ncho
r gro
ups
only
the
anch
ors
clos
e to
the
edge
mus
t be
cons
ider
ed.
Influ
enci
ng fa
ctor
s
Influ
ence
of c
oncr
ete
stre
ngth
Con
cret
e st
reng
th d
esig
natio
n (E
NV
206)
C
20/
25
C 2
5/30
C
30/
37
C 3
5/45
C
40/
50
C 4
5/55
C
50/
60
f B =
(f c
k,cu
be/2
5N/m
m²)
1/2
a)
1 1,
1 1,
22
1,34
1,
41
1,48
1,
55
- f ck
,cub
e = c
oncr
ete
com
pres
sive
stre
ngth
, mea
sure
d on
cub
es w
ith 1
50 m
m s
ide
leng
th
- Fo
r des
ign
data
of f
ck,c
ube =
15
and
20, p
leas
e co
ntac
t Hilt
i tec
hnic
al a
dvis
ory
serv
ice
Influ
ence
of e
dge
dist
ance
a)
c/c c
r,N0,
10,
20,
30,
40,
50,
60,
70,
80,
91
f 1,N =
0,
7 +
0,3
c/c c
r,N 1
0,
73
0,76
0,
79
0,82
0,
85
0,88
0,
91
0,94
0,
97
1
f 2,N =
0,
5(1
+ c
/ccr
,N)
1
0,55
0,
60
0,65
0,
70
0,75
0,
80
0,85
0,
90
0,95
1
- Th
e ed
ge d
ista
nce
shal
l not
be
smal
ler
than
the
min
imum
edg
e di
stan
ce c
min g
iven
in th
e ta
ble
with
the
setti
ng
deta
ils. T
hese
influ
enci
ng fa
ctor
s m
ust b
e co
nsid
ered
for e
very
edg
e di
stan
ce.
Page 14 Dec 2012
HS
C-I
| S
afet
y an
chor
2 / 2
011
112
Influ
ence
of a
ncho
r spa
cing
a)
s/s c
r,N0,
10,
20,
30,
40,
50,
60,
70,
80,
91
f 3,N =
0,
5(1
+ s
/scr
,N)
1
0,55
0,
60
0,65
0,
70
0,75
0,
80
0,85
0,
90
0,95
1
- Th
e an
chor
spa
cing
sha
ll no
t be
smal
ler t
han
the
min
imum
anc
hor s
paci
ng s
min g
iven
in th
e ta
ble
with
the
setti
ng
deta
ils. T
his
influ
enci
ng fa
ctor
mus
t be
cons
ider
ed fo
r eve
ry a
ncho
r spa
cing
.
Influ
ence
of r
einf
orce
men
tA
ncho
r siz
e M
6x40
M8x
40M
10x5
0M
10x6
0M
12x6
0f re
,N =
0,
5 +
h ef/2
00m
m 1
0,
7 a)
0,
7 a)
0,
75 a)
0,
8 a)
0,
8 a)
- Th
is fa
ctor
app
lies
only
for d
ense
rein
forc
emen
t. If
in th
e ar
ea o
f anc
hora
ge th
ere
is re
info
rcem
ent w
ith a
spa
cing
1
50 m
m (
any
diam
eter
) or
with
a d
iam
eter
1
0 m
m a
nd a
spa
cing
1
00 m
m,
then
a f
acto
r f re
,N =
1 m
ay b
e ap
plie
d.
Influ
ence
of a
ngle
bet
wee
n lo
ad a
pplie
d an
d th
e di
rect
ion
perp
endi
cula
r to
the
free
edg
eA
ngle
ß
0° -
55°
60°
65°
70°
75°
80°
85°
90° -
180°
f ß1
1,07
1,
14
1,23
1,
35
1,50
1,
71
2
Influ
ence
of b
ase
mat
eria
l thi
ckne
ssh/
c0,
150,
30,
450,
60,
750,
91,
051,
21,
35 1
,5
f h =
{h
/(1,5
c)}
2/3
1
0,22
0,
34
0,45
0,
54
0,63
0,
71
0,79
0,
86
0,93
1,
00
Influ
ence
of a
ncho
r spa
cing
and
edg
e di
stan
ce a)
for c
oncr
ete
edge
resi
stan
ce: f
4f 4
= (c
/hef
)1,5
(1 +
s /
[3
c])
0,5
c/h e
fSi
ngle
anch
orG
roup
of t
wo
anch
ors
s/h e
f
0,75
1,50
2,25
3,00
3,75
4,50
5,25
6,00
6,75
7,50
8,25
9,00
9,75
10,50
11,25
0,50
0,35
0,
27
0,35
0,35
0,
35
0,35
0,35
0,35
0,35
0,35
0,35
0,35
0,
35
0,35
0,35
0,35
0,75
0,65
0,43
0,54
0,65
0,65
0,65
0,65
0,65
0,65
0,65
0,65
0,65
0,65
0,65
0,65
0,65
1,00
1,00
0,
63
0,75
0,88
1,
00
1,00
1,00
1,00
1,00
1,00
1,00
1,00
1,
00
1,00
1,00
1,00
1,25
1,40
0,84
0,98
1,12
1,26
1,40
1,40
1,40
1,40
1,40
1,40
1,40
1,40
1,40
1,40
1,40
1,50
1,84
1,
07
1,22
1,38
1,
53
1,68
1,84
1,84
1,84
1,84
1,84
1,84
1,
84
1,84
1,84
1,84
1,75
2,32
1,32
1,49
1,65
1,82
1,98
2,15
2,32
2,32
2,32
2,32
2,32
2,32
2,32
2,32
2,32
2,00
2,83
1,
59
1,77
1,94
2,
12
2,30
2,47
2,65
2,83
2,83
2,83
2,83
2,
83
2,83
2,83
2,83
2,25
3,38
1,88
2,06
2,25
2,44
2,63
2,81
3,00
3,19
3,38
3,38
3,38
3,38
3,38
3,38
3,38
2,50
3,95
2,
17
2,37
2,57
2,
77
2,96
3,16
3,36
3,56
3,76
3,95
3,95
3,
95
3,95
3,95
3,95
2,75
4,56
2,49
2,69
2,90
3,11
3,32
3,52
3,73
3,94
4,15
4,35
4,56
4,56
4,56
4,56
4,56
3,00
5,20
2,
81
3,03
3,25
3,
46
3,68
3,90
4,11
4,33
4,55
4,76
4,98
5,
20
5,20
5,20
5,20
3,25
5,86
3,15
3,38
3,61
3,83
4,06
4,28
4,51
4,73
4,96
5,18
5,41
5,63
5,86
5,86
5,86
3,50
6,55
3,
51
3,74
3,98
4,
21
4,44
4,68
4,91
5,14
5,38
5,61
5,85
6,
08
6,31
6,55
6,55
3,75
7,26
3,87
4,12
4,36
4,60
4,84
5,08
5,33
5,57
5,81
6,05
6,29
6,54
6,78
7,02
7,26
4,00
8,00
4,
25
4,50
4,75
5,
00
5,25
5,50
5,75
6,00
6,25
6,50
6,75
7,
00
7,25
7,50
7,75
4,25
8,76
4,64
4,90
5,15
5,41
5,67
5,93
6,18
6,44
6,70
6,96
7,22
7,47
7,73
7,99
8,25
4,50
9,55
5,
04
5,30
5,57
5,
83
6,10
6,36
6,63
6,89
7,16
7,42
7,69
7,
95
8,22
8,49
8,75
4,75
10,3
55,
455,
725,
996,
276,
546,
817,
087,
367,
637,
908,
178,
458,
728,
999,
265,
0011
,18
5,87
6,
156,
43
6,71
6,
997,
277,
557,
838,
118,
398,
66
8,94
9,
229,
509,
785,
2512
,03
6,30
6,59
6,87
7,16
7,45
7,73
8,02
8,31
8,59
8,88
9,17
9,45
9,74
10,02
10,31
5,50
12,9
0 6,
74
7,04
7,33
7,
62
7,92
8,21
8,50
8,79
9,09
9,38
9,67
9,
97
10,26
10,55
10,85
- Th
e an
chor
spa
cing
and
the
edge
dis
tanc
e sh
all n
ot b
e sm
alle
r th
an th
e m
inim
um a
ncho
r sp
acin
g s m
in a
nd th
e m
inim
um e
dge
dist
ance
cm
in.
HS
C-I
| S
afet
y an
chor
2 / 2
011
113
Com
bine
d te
nsio
n an
d sh
ear l
oadi
ng
For c
ombi
ned
tens
ion
and
shea
r loa
ding
see
sec
tion
“Anc
hor D
esig
n”.
Page 15 Dec 2012
Customer Hotline: Hong Kong 8228 8118 | Macau 00800 8228 8118 | (Mon – Fri 8:30 am – 6:00 pm / Sat 8:30 am – 1:00 pm)
Page 1 of 1
Hilti HSC Safety Anchor
SETTING OPERATION Hilti HSC Safety Anchor Versions : HSC-A / HSC-AR / HSC-I / HSC-IR
Accessories : Hilti stop bits & setting tools Reference : Product Information / Fastening Technology Manual
Setting Operation: 1. Drill the hole with appropriate stop drill bit
2. Blow out dust and fragments
3. Insert HSC-A / HSC-I type anchor into the hole
HSC-A HSC-I
HSC-A
HSC-I
4. Set the anchor with appropriate setting tools
5. Secure part being fastened
Page 16 Dec 2012
Summary of Test result of Hilti HSC-A Safety Anchor
Sample Description: [supplied by Hilti (Hong Kong) Ltd.]
Product:
Size: M8 - M12
Material:
Coating: min. 5 microns meter thick of zinc plating
Concrete Description: [supplied and tested by ETS Testconsult Ltd]
Concrete Strength: 30MPa at 26days
Mix Proportion: Grade 30/20
Laboratory Information:
Name of Laboratory: ETS-Testconsult Ltd (HOKLAS No. 022)
Test Method: BS 5080: Part 1: 1993BS 5080: Part 2: 1986
Date Tested: Nov-05
Test Result:
Result 1 Result 2 Result 3 Result 4 Result 5 Avg. Value
Std. Dev.
Charact. Load
[kN] [kN] [kN] [kN] [kN] [kN] [kN]Tensile 25.80 23.70 24.10 24.30 23.60 24.30 0.89 21.28Shear 21.60 20.50 21.60 24.90 21.00 21.92 1.73 16.03Tensile 29.80 31.00 26.70 30.70 32.80 30.20 2.24 22.56Shear 26.30 23.20 25.80 25.00 25.40 25.14 1.19 21.09Tensile 23.60 20.40 19.80 23.60 19.20 21.32 2.12 14.08Shear 28.10 29.40 32.70 31.90 32.70 30.96 2.09 23.82Tensile 29.60 36.30 38.10 38.00 38.20 36.04 3.68 23.48Shear 45.40 46.00 45.90 46.20 46.80 46.06 0.51 44.33
HSC-A M10x40
HSC-A M12x60
HSC-A M8x40
HSC-A M8x50
Size Type
HSC-A
Galvanized steel
Page 17 Dec 2012
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Page 25 Dec 2012
Summary of Test result of Hilti HSC-AR Safety Anchor
Sample Description: [supplied by Hilti (Hong Kong) Ltd.]
Product:
Size: M8 - M12
Material:
Coating: N/A
Concrete Description: [supplied and tested by ETS Testconsult Ltd]
Concrete Strength: 30MPa at 26days
Mix Proportion: Grade 30/20
Laboratory Information:
Name of Laboratory: ETS-Testconsult Ltd (HOKLAS No. 022)
Test Method: BS 5080: Part 1: 1993BS 5080: Part 2: 1986
Date Tested: Nov-05
Test Result:
Result 1 Result 2 Result 3 Result 4 Result 5 Avg. Value
Std. Dev.
Charact. Load
[kN] [kN] [kN] [kN] [kN] [kN] [kN]Tensile 22.80 19.80 20.40 22.40 19.50 20.98 1.52 15.80Shear 24.40 24.90 23.80 24.00 24.50 24.32 0.43 22.85Tensile 24.60 21.20 22.50 24.20 24.20 23.34 1.44 18.41Shear 27.50 22.30 24.70 24.80 27.20 25.30 2.12 18.05Tensile 22.30 28.10 23.00 24.50 23.10 24.20 2.32 16.28Shear 39.90 38.80 38.00 39.10 40.00 39.16 0.83 36.34Tensile 37.40 35.80 34.90 37.90 35.90 36.38 1.24 32.17Shear 45.70 46.20 44.90 43.50 43.60 44.78 1.22 40.64
HSC-AR M10x40
HSC-AR M12x60
HSC-AR M8x40
HSC-AR M8x50
Size Type
HSC-AR
A4 stainless steel
Page 26 Dec 2012
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Page 34 Dec 2012
Summary of Test result of Hilti HSC-I Safety Anchor
Sample Description: [supplied by Hilti (Hong Kong) Ltd.]
Product:
Size: M6 - M12
Material:
Coating: min. 5 microns meter thick of zinc plating
Concrete Description: [supplied and tested by ETS Testconsult Ltd]
Concrete Strength: 30MPa at 26days
Mix Proportion: Grade 30/20
Laboratory Information:
Name of Laboratory: ETS-Testconsult Ltd (HOKLAS No. 022)
Test Method: BS 5080: Part 1: 1993BS 5080: Part 2: 1986
Date Tested: Nov-05
Test Result:
Result 1 Result 2 Result 3 Result 4 Result 5 Avg. Value
Std. Dev.
Charact. Load
[kN] [kN] [kN] [kN] [kN] [kN] [kN]Tensile 17.90 17.40 16.90 17.00 17.20 17.28 0.40 15.93Shear 11.20 10.60 11.20 11.20 11.10 11.06 0.26 10.17Tensile 21.00 23.00 20.20 23.10 20.50 21.56 1.39 16.82Shear 16.20 17.80 18.00 19.30 17.90 17.84 1.10 14.08Tensile 32.80 32.60 32.00 31.80 31.50 32.14 0.55 30.28Shear 28.60 28.70 28.80 28.90 29.40 28.88 0.31 27.82Tensile 35.30 35.70 32.80 32.30 33.00 33.82 1.56 28.50Shear 26.80 26.80 22.80 26.90 28.70 26.40 2.17 19.00Tensile 37.80 38.40 33.20 35.80 34.70 35.98 2.15 28.63Shear 22.60 21.80 21.30 22.90 21.70 22.06 0.67 19.79
HSC-I M12x60
HSC-I M10x50
HSC-I M10x60
HSC-I M6x40
HSC-I M8x40
Size Type
HSC-I
Galvanized steel
Page 35 Dec 2012
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Page 45 Dec 2012
Summary of Test result of Hilti HSC-IR Safety Anchor
Sample Description: [supplied by Hilti (Hong Kong) Ltd.]
Product:
Size: M6 - M12
Material:
Coating: N/A
Concrete Description: [supplied and tested by ETS Testconsult Ltd]
Concrete Strength: 30MPa at 26days
Mix Proportion: Grade 30/20
Laboratory Information:
Name of Laboratory: ETS-Testconsult Ltd (HOKLAS No. 022)
Test Method: BS 5080: Part 1: 1993BS 5080: Part 2: 1986
Date Tested: Nov-05
Test Result:
Result 1 Result 2 Result 3 Result 4 Result 5 Avg. Value
Std. Dev.
Charact. Load
[kN] [kN] [kN] [kN] [kN] [kN] [kN]Tensile 17.30 17.60 16.40 17.30 15.40 16.80 0.90 13.72Shear 11.60 11.70 10.70 10.80 10.30 11.02 0.61 8.95Tensile 22.00 23.70 22.50 22.60 23.00 22.76 0.63 20.60Shear 18.10 19.60 19.10 19.70 18.20 18.94 0.76 16.36Tensile 33.10 28.90 25.30 29.80 29.70 29.36 2.78 19.87Shear 29.90 29.70 29.90 28.10 30.10 29.54 0.82 26.75Tensile 32.80 33.30 32.10 32.50 31.90 32.52 0.56 30.62Shear 23.40 24.60 22.30 24.00 22.20 23.30 1.05 19.72Tensile 35.10 34.80 34.30 34.70 35.90 34.96 0.60 32.92Shear 28.00 26.70 26.90 26.30 27.70 27.12 0.71 24.70
HSC-IR M12x60
HSC-IR M10x50
HSC-IR M10x60
HSC-IR M6x40
HSC-IR M8x40
Size Type
HSC-IR
A4 stainless steel
Page 46 Dec 2012
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Page 56 Dec 2012
Cen
tre
Sci
entif
ique
et
Tec
hniq
ue d
u B
âtim
ent
4, a
venu
e du
Rec
teur
Poi
ncar
éF
-757
82 P
AR
IS C
edex
16
Tél
. :(3
3) 0
1 40
50
28 2
8F
ax :
(33)
01
45 2
5 61
51
Aut
oris
é et
notif
ié c
onfo
rmém
ent à
l’art
icle
10
de la
dire
ctiv
e89
/106
/EE
C d
u C
onse
il, d
u21
déc
embr
e 19
88, r
elat
ive
aura
ppro
chem
ent d
es d
ispo
sitio
nslé
gisl
ativ
es, r
égle
men
taire
set
adm
inis
trat
ives
des
Eta
tsm
embr
es c
once
rnan
tle
s pr
odui
ts d
eco
nstr
uctio
n.
ME
MB
RE
DE
L’E
OT
A
Eu
rop
ean
Tec
hn
ical
Ap
pro
val
ET
A-0
2/00
27(E
nglis
h la
ngua
ge tr
ansl
atio
n, th
e or
igin
al v
ersi
on is
in F
renc
h la
ngua
ge)
Nom
com
mer
cial
:T
rad
e n
ame:
Hilt
i HS
C
Titu
laire
:H
old
er o
f ap
pro
val:
Hilt
i AG
, Bu
sin
ess
Un
it A
nch
ors
FL
-949
4 S
CH
AA
NP
rin
cip
alit
y o
f L
iech
ten
stei
n
Typ
e gé
nériq
ue e
t util
isat
ion
prév
ue d
upr
odui
t de
cons
truc
tion
:C
hevi
lle m
étal
lique
en
acie
r ga
lvan
isé,
à v
erro
uilla
ge d
e fo
rme
par
auto
ancr
age,
de
fixat
ion
dans
le b
éton
: di
amèt
res
M6,
M8,
M10
et M
12.
Gen
eric
typ
e an
d u
se o
fco
nst
ruct
ion
pro
du
ct:
Sel
f-cu
ttin
g u
nd
ercu
t an
cho
r, m
ade
of
gal
van
ised
ste
el, f
or
use
in c
on
cret
e: s
izes
M6,
M8,
M10
an
d M
12.
Val
idité
du :
au :
Val
idit
y fr
om
/ to
:
20/0
9/20
0220
/09/
2007
Usi
ne d
e fa
bric
atio
n :
Man
ufa
ctu
rin
g p
lan
t:H
ilti C
o.L
td.,
pla
nt
8, Z
han
jian
g, C
hin
a
Le p
rése
nt A
grém
ent t
echn
ique
eur
opée
nco
ntie
nt :
Th
is E
uro
pea
n T
ech
nic
al A
pp
rova
lco
nta
ins:
17 p
ages
incl
uant
10
anne
xes
fais
ant p
artie
inté
gran
te d
u do
cum
ent.
17 p
ages
incl
ud
ing
10
ann
exes
wh
ich
fo
rm a
n in
teg
ral p
art
of
the
do
cum
ent.
Org
anis
atio
n po
ur l’
Agr
émen
t Tec
hniq
ue E
urop
éen
Eur
opea
n O
rgan
isat
ion
for
Tec
hnic
al A
ppro
vals
Pag
e 2
of E
urop
ean
tech
nica
l App
rova
l ET
A-0
2/00
27
I L
EG
AL
BA
SE
S A
ND
GE
NE
RA
L C
ON
DIT
ION
S
1.
Thi
s E
urop
ean
Tec
hnic
al
App
rova
l is
is
sued
by
th
e C
entr
e S
cien
tifiq
ue
et
Tec
hniq
ue
duB
âtim
ent i
n ac
cord
ance
with
:
− C
ounc
il D
irect
ive
89/1
06/E
EC
of
21
D
ecem
ber
1988
on
th
e ap
prox
imat
ion
of
law
s,re
gula
tions
an
d ad
min
istr
ativ
e pr
ovis
ions
of
M
embe
r S
tate
s re
latin
g to
co
nstr
uctio
npr
oduc
ts1 , m
odifi
ed b
y th
e C
ounc
il D
irect
ive
93/6
8/E
EC
of 2
2 Ju
ly 1
9932 ;
− D
écre
t n°
92-
647
du
8 ju
illet
19
923
conc
erna
nt
l’apt
itude
à
l’usa
ge
des
prod
uits
de
cons
truc
tion;
− C
omm
on
Pro
cedu
ral
Rul
es
for
Req
uest
ing,
P
repa
ring
and
the
Gra
ntin
g of
E
urop
ean
Tec
hnic
al A
ppro
vals
set
out
in th
e A
nnex
of C
omm
issi
on D
ecis
ion
94/2
3/E
C4 ;
− G
uide
line
for
Eur
opea
n T
echn
ical
A
ppro
val
of
« M
etal
A
ncho
rs
for
use
in
Con
cret
e »
ET
AG
001
, edi
tion
1997
, Par
t 1 «
Anc
hors
in g
ener
al »
and
Par
t 3 «
Und
ercu
t anc
hors
».
2.
The
C
entr
e S
cien
tifiq
ue
et
Tec
hniq
ue
du
Bât
imen
t is
au
thor
ised
to
ch
eck
whe
ther
th
epr
ovis
ions
of
this
Eur
opea
n T
echn
ical
App
rova
l ar
e m
et.
Che
ckin
g m
ay t
ake
plac
e in
the
man
ufac
turin
g pl
ant
(for
ex
ampl
e co
ncer
ning
th
e fu
lfilm
ent
of
assu
mpt
ions
m
ade
in
this
Eur
opea
n T
echn
ical
App
rova
l with
reg
ard
to m
anuf
actu
ring)
. Nev
erth
eles
s, th
e re
spon
sibi
lity
for
the
conf
orm
ity o
f the
pro
duct
s w
ith th
e E
urop
ean
Tec
hnic
al A
ppro
val a
nd f
or th
eir
fitne
ss f
or th
ein
tend
ed u
se r
emai
ns w
ith th
e ho
lder
of t
he E
urop
ean
Tec
hnic
al A
ppro
val.
3.
Thi
s E
urop
ean
Tec
hnic
al A
ppro
val
is n
ot t
o be
tra
nsfe
rred
to
man
ufac
ture
rs o
r ag
ents
of
man
ufac
ture
r ot
her
than
tho
se i
ndic
ated
on
page
1;
or m
anuf
actu
ring
plan
ts o
ther
tha
n th
ose
indi
cate
d on
pag
e 1
of th
is E
urop
ean
Tec
hnic
al A
ppro
val.
4.
Thi
s E
urop
ean
Tec
hnic
al A
ppro
val m
ay b
e w
ithdr
awn
by t
he C
entr
e S
cien
tifiq
ue e
t T
echn
ique
du B
âtim
ent p
ursu
ant t
o A
rtic
le 5
(1)
of t
he C
ounc
il D
irect
ive
89/1
06/E
EC
.
5.
Rep
rodu
ctio
n of
thi
s E
urop
ean
Tec
hnic
al A
ppro
val
incl
udin
g tr
ansm
issi
on b
y el
ectr
onic
mea
nssh
all
be i
n fu
ll. H
owev
er,
part
ial
repr
oduc
tion
can
be m
ade
with
the
writ
ten
cons
ent
of t
heC
entr
e S
cien
tifiq
ue e
t T
echn
ique
du
Bât
imen
t. In
thi
s ca
se p
artia
l re
prod
uctio
n ha
s to
be
desi
gnat
ed a
s su
ch.
Tex
ts a
nd d
raw
ings
of
adve
rtis
ing
broc
hure
s sh
all n
ot c
ontr
adic
t or
mis
use
the
Eur
opea
n T
echn
ical
App
rova
l.
6.
The
Eur
opea
n T
echn
ical
App
rova
l is
iss
ued
by t
he a
ppro
val
body
in
its o
ffic
ial
lang
uage
. T
his
vers
ion
corr
espo
nds
to t
he v
ersi
on c
ircul
ated
with
in E
OT
A.
Tra
nsla
tions
int
o ot
her
lang
uage
sha
ve to
be
desi
gnat
ed a
s su
ch.
1O
ffic
ial J
ourn
al o
f th
e E
urop
ean
Com
mun
ities
n°
L 4
0, 1
1.2.
1989
, p. 1
22
Off
icia
l Jou
rnal
of
the
Eur
opea
n C
omm
uniti
es n
° L
220
, 30.
8.19
93, p
. 13
Jour
nal o
ffic
iel d
e la
Rép
ubliq
ue f
ranç
aise
du
14 ju
illet
199
24
Off
icia
l Jou
rnal
of
the
Eur
opea
n C
omm
uniti
es n
° L
17,
20.
1.19
94, p
. 34
Page 57 Dec 2012
Pag
e 3
of E
urop
ean
tech
nica
l App
rova
l ET
A-0
2/00
27
II S
PE
CIF
IC C
ON
DIT
ION
S O
F T
HE
EU
RO
PE
AN
TE
CH
NIC
AL
AP
PR
OV
AL
1D
efin
itio
n o
f p
rod
uct
an
d in
ten
ded
use
1.1.
Def
init
ion
of
pro
du
ct
The
Hilt
i H
SC
anc
hor
in t
he r
ange
of
M6
to M
12 i
s a
self-
cutti
ng u
nder
cut
anch
or m
ade
ofga
lvan
ised
ste
el.
The
Hilt
i H
SC
anc
hor
is a
vaila
ble
in t
wo
vers
ions
: a
n ex
tern
ally
thr
eade
dve
rsio
n (H
SC
-A)
and
an in
tern
ally
thre
aded
ver
sion
(H
SC
-I).
It is
pla
ced
into
a h
ole
drill
ed w
ith a
spec
ial
step
dril
l bi
t an
d se
lf-cu
tting
und
ercu
t us
ing
a sp
ecia
l se
tting
too
l. T
he n
ut i
s to
rque
tight
ened
to
com
plet
e th
e fa
sten
ing
of t
he f
ixtu
re.
In t
he c
ase
of H
SC
-I v
ersi
on,
the
fixtu
re s
hall
be a
ncho
red
with
a fa
sten
ing
scre
w o
r a
thre
aded
rod
acc
ordi
ng to
Ann
ex 4
.F
or th
e in
stal
led
anch
or s
ee F
igur
es g
iven
in A
nnex
es 1
and
2.
1.2.
Inte
nd
ed u
se
The
anc
hor
is i
nten
ded
to b
e us
ed f
or a
ncho
rage
s fo
r w
hich
req
uire
men
ts f
or m
echa
nica
lre
sist
ance
and
sta
bilit
y an
d sa
fety
in u
se in
the
sen
se o
f th
e E
ssen
tial R
equi
rem
ents
1 a
nd 4
of
Cou
ncil
Dire
ctiv
e 89
/106
/EE
C s
hall
be f
ulfil
led
and
failu
re o
f an
chor
ages
mad
e w
ith t
hese
prod
ucts
wou
ld c
ompr
omis
e th
e st
abili
ty o
f th
e w
orks
, ca
use
risk
to h
uman
life
and
/or
lead
to
cons
ider
able
eco
nom
ic c
onse
quen
ces.
The
anc
hor
is to
be
used
onl
y fo
r an
chor
ages
sub
ject
to
stat
ic o
r qu
asi-s
tatic
loa
ding
in
rein
forc
ed o
r un
rein
forc
ed n
orm
al w
eigh
t co
ncre
te o
f st
reng
thcl
asse
s C
20/
25 m
inim
um t
o C
50/6
0 m
axim
um a
ccor
ding
to
EN
V 2
06-1
: 20
00-1
2. I
t m
ay b
ean
chor
ed in
cra
cked
and
non
-cra
cked
con
cret
e.
The
anc
hor
may
onl
y be
use
d in
con
cret
e su
bjec
t to
dry
inte
rnal
con
ditio
ns.
The
pro
visi
ons
mad
e in
thi
s E
urop
ean
Tec
hnic
al A
ppro
val a
re b
ased
on
an a
ssum
ed in
tend
edw
orki
ng l
ife o
f th
e an
chor
of
50 y
ears
. T
he i
ndic
atio
ns g
iven
on
the
wor
king
life
can
not
bein
terp
rete
d as
a g
uara
ntee
giv
en b
y th
e pr
oduc
er,
but
are
to b
e re
gard
ed o
nly
as a
mea
ns f
orch
oosi
ng t
he r
ight
pro
duct
s in
rel
atio
n to
the
exp
ecte
d ec
onom
ical
ly r
easo
nabl
e w
orki
ng li
fe o
fth
e w
orks
.
2C
har
acte
rist
ics
of
pro
du
ct a
nd
met
ho
ds
of
veri
fica
tio
n
2.1.
Ch
arac
teri
stic
s o
f p
rod
uct
The
anc
hor
in t
he r
ange
of
M6
to M
12 c
orre
spon
ds t
o th
e dr
awin
gs a
nd p
rovi
sion
s gi
ven
inA
nnex
es 1
to
4. T
he c
hara
cter
istic
mat
eria
l va
lues
, di
men
sion
s an
d to
lera
nces
of
the
anch
orno
t in
dica
ted
in A
nnex
es 2
to
4 sh
all
corr
espo
nd t
o th
e re
spec
tive
valu
es l
aid
dow
n in
the
tech
nica
l do
cum
enta
tion5
of
this
E
urop
ean
Tec
hnic
al
App
rova
l. T
he
char
acte
ristic
an
chor
valu
es f
or t
he d
esig
n of
anc
hora
ges
are
give
n in
Ann
exes
5 t
o 8.
The
spe
cial
too
ls r
equi
red
tous
e th
is a
ncho
r ar
e de
scrib
ed i
n A
nnex
es 9
to
10.
In t
he c
ase
of t
he H
SC
-I v
ersi
on,
the
fast
enin
g sc
rew
or
th
e th
read
ed
rod
shal
l at
le
ast
corr
espo
nd
to
the
stre
ngth
cl
ass
8.8
acco
rdin
g to
EN
ISO
898
-1 a
nd g
alva
nise
d F
e/Z
n 5
acco
rdin
g to
EN
ISO
404
2.
Eac
h an
chor
is
mar
ked
on t
he b
olt
with
the
pro
duct
nam
e (H
SC
-A o
r H
SC
-I),
the
nom
inal
diam
eter
of
the
thre
ad,
the
embe
dmen
t de
pth
and
the
max
imum
thi
ckne
ss o
f th
e fix
ture
acco
rdin
g to
Ann
ex 3
.
5T
he te
chni
cal d
ocum
enta
tion
of th
is E
urop
ean
Tec
hnic
al A
ppro
val i
s de
posi
ted
at th
e C
entr
e S
cien
tifiq
ueet
Tec
hniq
ue d
u B
âtim
ent a
nd, a
s fa
r as
rel
evan
t for
the
task
s of
the
appr
oved
bod
ies
invo
lved
in th
eat
test
atio
n of
con
form
ity p
roce
dure
, is
hand
ed o
ver
to th
e ap
prov
ed b
odie
s.
Pag
e 4
of E
urop
ean
tech
nica
l App
rova
l ET
A-0
2/00
27
As
exam
ple
: HS
C-A
M10
*40/
20
The
anc
hor
shal
l onl
y be
pac
kage
d an
d su
pplie
d as
a c
ompl
ete
unit.
2.2.
Met
ho
ds
of
veri
fica
tio
n
The
ass
essm
ent
of f
itnes
s of
the
anc
hor
for
the
inte
nded
use
in r
elat
ion
to t
he r
equi
rem
ents
for
mec
hani
cal
resi
stan
ce
and
stab
ility
an
d sa
fety
in
us
e in
th
e se
nse
of
the
Ess
entia
lR
equi
rem
ents
1 a
nd 4
has
bee
n m
ade
in a
ccor
danc
e w
ith t
he «
Gui
delin
e fo
r E
urop
ean
Tec
hnic
al A
ppro
val o
f M
etal
Anc
hors
for
use
in C
oncr
ete
», P
art
1 «
Anc
hors
in g
ener
al »
and
Par
t 3 «
Und
ercu
t anc
hors
», o
n th
e ba
sis
of O
ptio
n 1.
3E
valu
atio
n o
f C
on
form
ity
and
CE
mar
kin
g
3.1.
Att
esta
tio
n o
f co
nfo
rmit
y sy
stem
The
sys
tem
of
atte
stat
ion
of c
onfo
rmity
2 (
i) (r
efer
red
to a
s sy
stem
1)
acco
rdin
g to
Cou
ncil
Dire
ctiv
e 89
/106
/EE
C A
nnex
III l
aid
dow
n by
the
Eur
opea
n C
omm
issi
on p
rovi
des:
a) ta
sks
for
the
man
ufac
ture
r:
1. fa
ctor
y pr
oduc
tion
cont
rol,
2. fu
rthe
r te
stin
g of
sam
ples
take
n at
the
fact
ory
by th
e m
anuf
actu
rer
in a
ccor
danc
ew
ith a
pre
scrib
ed te
st p
lan.
b) ta
sks
for
the
appr
oved
bod
y:
3. in
itial
type
-tes
ting
of th
e pr
oduc
t,4.
initi
al in
spec
tion
of fa
ctor
y an
d of
fact
ory
prod
uctio
n co
ntro
l,5.
con
tinuo
us s
urve
illan
ce, a
sses
smen
t and
app
rova
l of f
acto
ry p
rodu
ctio
n co
ntro
l.
3.2.
Res
po
nsi
bili
ties
3.2.
1.T
asks
of t
he m
anuf
actu
rer,
fact
ory
prod
uctio
n co
ntro
l
The
man
ufac
ture
r ha
s a
fact
ory
prod
uctio
n co
ntro
l sys
tem
in th
e pl
ant a
nd e
xerc
ises
per
man
ent
inte
rnal
con
trol
of
prod
uctio
n. A
ll th
e el
emen
ts,
requ
irem
ents
and
pro
visi
ons
adop
ted
by t
hem
anuf
actu
rer
are
docu
men
ted
in a
sys
tem
atic
man
ner
in t
he f
orm
of
writ
ten
polic
ies
and
proc
edur
es.
Thi
s pr
oduc
tion
cont
rol
syst
em e
nsur
es t
hat
the
prod
uct
is i
n co
nfor
mity
with
the
Eur
opea
n T
echn
ical
App
rova
l.
The
man
ufac
ture
r sh
all o
nly
use
raw
mat
eria
ls s
uppl
ied
with
the
rel
evan
t in
spec
tion
docu
men
tsas
lai
d do
wn
in t
he p
resc
ribed
tes
t pl
an6 .
The
inc
omin
g ra
w m
ater
ials
sha
ll be
sub
ject
to
cont
rols
and
tes
ts b
y th
e m
anuf
actu
rer
befo
re a
ccep
tanc
e. C
heck
of
inco
min
g m
ater
ials
suc
has
nut
s, w
ashe
rs,
wire
for
bol
ts a
nd s
leev
es s
hall
incl
ude
cont
rol
of t
he i
nspe
ctio
n do
cum
ents
pres
ente
d by
su
pplie
rs
(com
paris
on
with
no
min
al
valu
es)
by
verif
ying
di
men
sion
an
dde
term
inin
g m
ater
ial p
rope
rtie
s, e
.g. t
ensi
le s
tren
gth,
har
dnes
s, s
urfa
ce fi
nish
.
The
man
ufac
ture
d co
mpo
nent
s of
the
anch
or s
hall
be s
ubje
cted
to th
e fo
llow
ing
test
s:
− D
imen
sion
s of
com
pone
nt p
arts
:bo
lt (d
iam
eter
s, le
ngth
s, th
read
and
mar
king
, geo
met
ry o
f the
con
e);
slee
ve (
leng
ths,
inte
rnal
and
ext
erna
l dia
met
ers,
geo
met
ry o
f the
exp
ansi
on p
art,
cutti
ng e
dge)
;he
xago
nal n
ut (
prop
er r
unni
ng, w
renc
h si
ze a
cros
s fla
ts);
6T
he p
resc
ribed
test
pla
n ha
s be
en d
epos
ited
at th
e C
entr
e S
cien
tifiq
ue e
t Tec
hniq
ue d
u B
âtim
ent a
nd is
only
mad
e av
aila
ble
to th
e ap
prov
ed b
odie
s in
volv
ed in
the
conf
orm
ity a
ttest
atio
n pr
oced
ure.
Page 58 Dec 2012
Pag
e 5
of E
urop
ean
tech
nica
l App
rova
l ET
A-0
2/00
27
was
her
(dia
met
ers,
thic
knes
s).
− M
ater
ial
prop
ertie
s:
bolt
(ulti
mat
e te
nsile
st
reng
th),
sl
eeve
(u
ltim
ate
tens
ile
stre
ngth
),he
xago
nal n
ut (
proo
f loa
d), w
ashe
r (h
ardn
ess)
.−
Vis
ual c
ontr
ol o
f cor
rect
ass
embl
y an
d of
com
plet
enes
s of
the
anch
or.
The
fre
quen
cy o
f co
ntro
ls a
nd t
ests
con
duct
ed d
urin
g pr
oduc
tion
and
on t
he a
ssem
bled
anc
hor
is la
id d
own
in t
he p
resc
ribed
tes
t pl
an t
akin
g ac
coun
t of
the
aut
omat
ed m
anuf
actu
ring
proc
ess
of th
e an
chor
.
The
res
ults
of
fact
ory
prod
uctio
n co
ntro
l ar
e re
cord
ed a
nd e
valu
ated
. T
he r
ecor
ds i
nclu
de a
tle
ast t
he fo
llow
ing
info
rmat
ion:
− de
sign
atio
n of
the
prod
uct,
basi
c m
ater
ial a
nd c
ompo
nent
s;−
type
of c
ontr
ol o
r te
stin
g;−
date
of
man
ufac
ture
of
the
prod
uct
and
date
of
test
ing
of t
he p
rodu
ct o
r ba
sic
mat
eria
l and
com
pone
nts;
− re
sult
of c
ontr
ol a
nd te
stin
g an
d, if
app
ropr
iate
, com
paris
on w
ith r
equi
rem
ents
;−
sign
atur
e of
per
son
resp
onsi
ble
for
fact
ory
prod
uctio
n co
ntro
l.
The
rec
ords
sha
ll be
pre
sent
ed t
o th
e in
spec
tion
body
dur
ing
the
cont
inuo
us s
urve
illan
ce.
On
requ
est,
they
sha
ll be
pre
sent
ed to
the
Cen
tre
Sci
entif
ique
et T
echn
ique
du
Bât
imen
t.
Det
ails
of
the
exte
nt,
natu
re a
nd f
requ
ency
of
test
ing
and
cont
rols
to
be p
erfo
rmed
with
in t
hefa
ctor
y pr
oduc
tion
cont
rol
shal
l co
rres
pond
to
the
pres
crib
ed t
est
plan
whi
ch i
s pa
rt o
f th
ete
chni
cal d
ocum
enta
tion
of th
is E
urop
ean
Tec
hnic
al A
ppro
val.
3.2.
2.T
asks
of a
ppro
ved
bodi
es
3.2.
2.1.
Initi
al ty
pe-t
estin
g of
the
prod
uct
For
ini
tial
type
-tes
ting
the
resu
lts o
f th
e te
sts
perf
orm
ed a
s pa
rt o
f th
e as
sess
men
t fo
r th
eE
urop
ean
Tec
hnic
al A
ppro
val s
hall
be u
sed
unle
ss t
here
are
cha
nges
in t
he p
rodu
ctio
n lin
e or
plan
t. In
suc
h ca
ses
the
nece
ssar
y in
itial
typ
e-te
stin
g ha
s to
be
agre
ed b
etw
een
the
Cen
tre
Sci
entif
ique
et T
echn
ique
du
Bât
imen
t and
the
appr
oved
bod
ies
invo
lved
.
3.2.
2.2.
Initi
al in
spec
tion
of fa
ctor
y an
d of
fact
ory
prod
uctio
n co
ntro
l
The
app
rove
d bo
dy s
hall
asce
rtai
n th
at,
in a
ccor
danc
e w
ith t
he p
resc
ribed
tes
t pl
an,
the
fact
ory
and
the
fact
ory
prod
uctio
n co
ntro
l are
sui
tabl
e to
ens
ure
cont
inuo
us a
nd o
rder
ly m
anuf
actu
ring
of t
he a
ncho
r ac
cord
ing
to t
he s
peci
ficat
ions
men
tione
d in
2.1
. as
wel
l as
to t
he A
nnex
es t
o th
eE
urop
ean
Tec
hnic
al A
ppro
val.
3.2.
2.3.
Con
tinuo
us s
urve
illan
ce
The
app
rove
d bo
dy s
hall
visi
t the
fac
tory
at l
east
onc
e a
year
for
reg
ular
insp
ectio
n. I
t ha
s to
be
verif
ied
that
th
e sy
stem
of
fa
ctor
y pr
oduc
tion
cont
rol
and
the
spec
ified
au
tom
ated
man
ufac
turin
g pr
oces
s ar
e m
aint
aine
d ta
king
acc
ount
of t
he p
resc
ribed
test
pla
n.
Con
tinuo
us s
urve
illan
ce a
nd a
sses
smen
t of
fac
tory
pro
duct
ion
cont
rol
have
to
be p
erfo
rmed
acco
rdin
g to
the
pres
crib
ed te
st p
lan.
The
res
ults
of
prod
uct
cert
ifica
tion
and
cont
inuo
us s
urve
illan
ce s
hall
be m
ade
avai
labl
e on
dem
and
by t
he c
ertif
icat
ion
body
or
insp
ectio
n bo
dy,
resp
ectiv
ely,
to
the
Cen
tre
Sci
entif
ique
et
Tec
hniq
ue d
u B
âtim
ent.
In c
ases
whe
re t
he p
rovi
sion
s of
the
Eur
opea
n T
echn
ical
App
rova
l and
the
pres
crib
ed te
st p
lan
are
no lo
nger
fulfi
lled
the
conf
orm
ity c
ertif
icat
e sh
all b
e w
ithdr
awn.
Pag
e 6
of E
urop
ean
tech
nica
l App
rova
l ET
A-0
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27
3.3.
CE
-Mar
kin
g
The
CE
mar
king
sha
ll be
aff
ixed
on
each
pac
kagi
ng o
f an
chor
s. T
he s
ymbo
l «
CE
» s
hall
beac
com
pani
ed b
y th
e fo
llow
ing
info
rmat
ion:
− id
entif
icat
ion
num
ber
of th
e ce
rtifi
catio
n bo
dy;
− na
me
or id
entif
ying
mar
k of
the
prod
ucer
and
man
ufac
turin
g pl
ant;
− th
e la
st tw
o di
gits
of t
he y
ear
in w
hich
the
CE
-mar
king
was
aff
ixed
;−
num
ber
of th
e E
C c
ertif
icat
e of
con
form
ity;
− nu
mbe
r of
the
Eur
opea
n T
echn
ical
App
rova
l;−
use
cate
gory
(E
TA
G 0
01-1
Opt
ion1
);−
size
.
4A
ssu
mp
tio
ns
un
der
wh
ich
th
e fi
tnes
s o
f th
e p
rod
uct
fo
r th
e in
ten
ded
use
was
favo
ura
bly
ass
esse
d
4.1.
Man
ufa
ctu
rin
g
The
anc
hor
is m
anuf
actu
red
in a
ccor
danc
e w
ith t
he p
rovi
sion
s of
the
Eur
opea
n T
echn
ical
App
rova
l us
ing
the
auto
mat
ed m
anuf
actu
ring
proc
ess
as i
dent
ified
dur
ing
insp
ectio
n of
the
plan
t by
the
Cen
tre
Sci
entif
ique
et
Tec
hniq
ue d
u B
âtim
ent
and
the
appr
oved
bod
y an
d la
iddo
wn
in th
e te
chni
cal d
ocum
enta
tion.
4.2.
Inst
alla
tio
n
4.2.
1.D
esig
n of
anc
hora
ges
The
fitn
ess
of th
e an
chor
s fo
r th
e in
tend
ed u
se is
giv
en u
nder
the
follo
win
g co
nditi
ons:
The
anc
hora
ges
are
desi
gned
in
acco
rdan
ce w
ith t
he «
Gui
delin
e fo
r E
urop
ean
Tec
hnic
alA
ppro
val
of M
etal
Anc
hors
for
Use
in
Con
cret
e »,
Ann
ex C
, M
etho
d A
, fo
r un
derc
ut a
ncho
rsun
der
the
resp
onsi
bilit
y of
an
en
gine
er
expe
rienc
ed
in
anch
orag
es
and
conc
rete
w
ork.
Ver
ifiab
le c
alcu
latio
n no
tes
and
draw
ings
are
pre
pare
d ta
king
acc
ount
of
the
load
s to
be
anch
ored
.
The
pos
ition
of
the
anch
or i
s in
dica
ted
on t
he d
esig
n dr
awin
gs (
e.g.
pos
ition
of
the
anch
orre
lativ
e to
rei
nfor
cem
ent o
r to
sup
port
, etc
.).
The
min
imum
str
engt
h cl
ass
and
the
min
imum
scr
ewin
g de
pth
of t
he f
aste
ning
scr
ew o
rth
read
ed r
od f
or i
nsta
llatio
n of
the
fix
ture
sha
ll m
eet
the
requ
irem
ents
acc
ordi
ng t
o A
nnex
4.
The
le
ngth
of
th
e fa
sten
ing
scre
w
or
thre
aded
ro
d sh
all
be
defin
ed
acco
rdin
g to
th
ere
quire
men
ts g
iven
in
Ann
ex 4
, ta
king
int
o ac
coun
t th
e av
aila
ble
thre
ad l
engt
h, t
he m
inim
umsc
rew
ing
dept
h, th
e th
ickn
ess
of fi
xtur
e an
d to
lera
nces
of m
embe
r an
d fix
ture
.
4.2.
2.In
stal
latio
n of
anc
hors
The
fitn
ess
for
use
of th
e an
chor
can
onl
y be
ass
umed
if th
e an
chor
is in
stal
led
as fo
llow
s:
− an
chor
inst
alla
tion
carr
ied
out
by a
ppro
pria
tely
qua
lifie
d pe
rson
nel a
nd u
nder
the
sup
ervi
sion
of th
e pe
rson
res
pons
ible
for
tech
nica
l mat
ters
on
the
site
;
Page 59 Dec 2012
Pag
e 7
of E
urop
ean
tech
nica
l App
rova
l ET
A-0
2/00
27
− us
e of
the
anc
hor
only
as
supp
lied
by t
he m
anuf
actu
rer
with
out
exch
angi
ng t
he c
ompo
nent
sof
an
anch
or;
− an
chor
in
stal
latio
n in
ac
cord
ance
w
ith
the
man
ufac
ture
r’s
spec
ifica
tions
an
d dr
awin
gspr
epar
ed fo
r th
at p
urpo
se a
nd u
sing
the
appr
opria
te s
peci
al to
ols;
− th
ickn
ess
of t
he f
ixtu
re c
orre
spon
ding
to
the
rang
e of
req
uire
d th
ickn
ess
valu
es f
or t
he t
ype
of a
ncho
r;−
chec
ks b
efor
e pl
acin
g th
e an
chor
to
ensu
re t
hat
the
stre
ngth
cla
ss o
f th
e co
ncre
te in
whi
chth
e an
chor
is t
o be
pla
ced
is in
the
ran
ge g
iven
and
is n
ot lo
wer
tha
n th
at o
f th
e co
ncre
te t
ow
hich
the
char
acte
ristic
load
s ap
ply;
− ch
eck
of c
oncr
ete
bein
g w
ell c
ompa
cted
, e.g
. with
out s
igni
fican
t voi
ds;
− cl
earin
g th
e ho
le o
f dril
ling
dust
;−
anch
or i
nsta
llatio
n en
surin
g th
e sp
ecifi
ed e
mbe
dmen
t de
pth
usin
g th
e sp
ecia
l re
quire
dst
eppe
d dr
ill b
it.−
anch
or i
nsta
llatio
n en
surin
g co
mpl
ete
expa
nsio
n of
the
sle
eve
usin
g th
e sp
ecia
l re
quire
dse
tting
to
ol,
that
is
th
e en
d fa
ce
of
the
expa
nsio
n sl
eeve
re
ache
s th
e de
pth
of
the
embe
dmen
t mar
k on
the
stud
;−
keep
ing
of th
e ed
ge d
ista
nce
and
spac
ing
to th
e sp
ecifi
ed v
alue
s w
ithou
t min
us to
lera
nces
;−
posi
tioni
ng o
f the
dril
l hol
es w
ithou
t dam
agin
g th
e re
info
rcem
ent;
− in
cas
e of
abo
rted
hol
e: n
ew d
rillin
g at
a m
inim
um d
ista
nce
away
of
twic
e th
e de
pth
of t
heab
orte
d ho
le o
r sm
alle
r di
stan
ce if
the
abor
ted
drill
hol
e is
fill
ed w
ith h
igh
stre
ngth
mor
tar
and
if un
der
shea
r or
obl
ique
ten
sion
loa
d it
is n
ot t
o th
e an
chor
in
the
dire
ctio
n of
loa
dap
plic
atio
n;−
the
fast
enin
g sc
rew
or
thre
aded
rod
sha
ll co
rres
pond
to th
e re
quire
men
ts g
iven
in A
nnex
4;
− ap
plic
atio
n of
the
torq
ue m
omen
t giv
en in
Ann
ex 4
usi
ng a
cal
ibra
ted
torq
ue w
renc
h.
4.2.
3.R
espo
nsib
ility
of t
he m
anuf
actu
rer
It is
the
man
ufac
ture
r’s r
espo
nsib
ility
to
ensu
re t
hat
the
info
rmat
ion
on t
he s
peci
fic c
ondi
tions
acco
rdin
g to
1 a
nd 2
incl
udin
g A
nnex
es r
efer
red
to in
4.2
.1. a
nd 4
.2.2
. is
give
n to
thos
e w
ho a
reco
ncer
ned.
Thi
s in
form
atio
n m
ay b
e m
ade
by r
epro
duct
ion
of t
he r
espe
ctiv
e pa
rts
of t
heE
urop
ean
Tec
hnic
al A
ppro
val.
In a
dditi
on a
ll in
stal
latio
n da
ta s
hall
be s
how
n cl
early
on
the
pack
age
and/
or o
n an
enc
lose
d in
stru
ctio
n sh
eet,
pref
erab
ly u
sing
illu
stra
tion(
s).
The
min
imum
dat
a re
quire
d ar
e:
− dr
ill b
it di
amet
er,
− th
read
dia
met
er,
− m
axim
um th
ickn
ess
of th
e fix
ture
,−
requ
ired
inst
alla
tion
and
hole
dep
th,
− m
inim
um s
crew
ing
dept
h of
the
fast
enin
g sc
rew
or
thre
aded
rod
(H
SC
-I v
ersi
on),
− m
inim
um s
tren
gth
clas
s of
the
fas
teni
ng s
crew
or
thre
aded
rod
acc
ordi
ng t
o E
N I
SO
898
-1(H
SC
-I v
ersi
on),
− re
quire
d to
rque
mom
ent,
− in
form
atio
n on
the
inst
alla
tion
proc
edur
e, in
clud
ing
clea
ning
of
the
hole
, pr
efer
ably
by
mea
nsof
an
illus
trat
ion,
− re
fere
nce
to a
ny s
peci
al in
stal
latio
n eq
uipm
ent n
eede
d,−
iden
tific
atio
n of
the
man
ufac
turin
g ba
tch.
All
data
sha
ll be
pre
sent
ed in
a c
lear
and
exp
licit
form
.
The
ori
gina
l Fre
nch
vers
ion
is s
igne
d by
Le
Dir
ecte
ur T
echn
ique
J.-D
. ME
RL
ET
Pag
e 8
of E
urop
ean
Tec
hnic
al A
ppro
val E
TA
-02/
0027
Hilt
i Saf
ety
An
cho
r H
SC
An
nex
1
of E
urop
ean
Pro
du
ct a
nd
inte
nd
ed u
seT
echn
ical
App
rova
lE
TA
-02/
0027
HS
C s
afet
y an
chor
(ex
tern
ally
and
inte
rnal
ly th
read
ed v
ersi
on)
HS
C-A
HS
C-I
b
olt w
ithsl
eeve
was
her
hexa
gon
bolt
with
slee
veco
nenu
tco
ne
Inst
alle
d co
nditi
on: H
SC
-A s
afet
y an
chor
(ex
tern
ally
thre
aded
ver
sion
)
effe
ctiv
e an
chor
age
dept
h
dept
h of
dril
led
hole
fixtu
reth
ickn
ess
Inst
alle
d co
nditi
on: H
SC
-I s
afet
y an
chor
(in
tern
ally
thre
aded
ver
sion
)
scre
win
g de
pth
effe
ctiv
e an
chor
age
dept
h
dept
h of
dril
led
hole
Page 60 Dec 2012
Pag
e 9
of E
urop
ean
Tec
hnic
al A
ppro
val E
TA
-02/
0027
Hilt
i Saf
ety
An
cho
r H
SC
An
nex
2
of E
urop
ean
Mat
eria
lsT
echn
ical
App
rova
lE
TA
-02/
0027
h ef =
40
mm
h ef =
50
mm
h ef =
60
mm
mar
king
for
1 1
2 2
34
HSC .. HSC ..
HS
C-I
HS
C-A
par
td
esig
nat
ion
mat
eria
l (g
alva
nis
ed s
teel
1))
1co
ne b
olt w
ith e
xter
nal t
hrea
dgr
ade
8.8
EN
ISO
898
-1
cone
bol
t with
inte
rnal
thre
adgr
ade
8.8
EN
ISO
898
-1
2ex
pans
ion
slee
vega
lvan
ised
ste
el
3w
ashe
rga
lvan
ised
ste
el
4he
xago
n nu
tgr
ade
8E
N 2
0898
-2
1) g
al. Z
n ≥
5µm
Tab
le 1
: M
ater
ials
Pag
e 10
of E
urop
ean
Tec
hnic
al A
ppro
val E
TA
-02/
0027
Hilt
i Saf
ety
An
cho
r H
SC
An
nex
3
of E
urop
ean
Dim
ensi
on
s o
f an
cho
rT
echn
ical
App
rova
lE
TA
-02/
0027
Ext
ern
al t
hre
ad a
nch
or
HS
C-A
mar
king
HIL
TI 8
.8m
arki
ng e
.g. H
SC
-A M
8 x
40 /t
fix
øb
ød
øe
l s
M..
HSC -A
Anc
hor
type
HS
C-A
size
diam
eter
of
cone
bol
t
b [
mm
]
leng
th o
fex
pans
ion
slee
ve
l s [m
m]
diam
eter
of
expa
nsio
n sl
eeve
d [
mm
]
diam
eter
of
was
her
e [m
m]
M8
x 40
M8
13,5
40,8
13,5
16
M10
x 4
0M
1015
,540
,815
,520
M8
x 50
M8
13,5
50,8
13,5
16
M12
x 6
0M
1217
,560
,817
,524
Tab
le 2
: D
imen
sion
s fo
r ex
tern
ally
thre
aded
ver
sion
HS
C-A
Inte
rnal
th
read
an
cho
r H
SC
-I
mar
king
HIL
TI 8
.8m
arki
ng e
.g.
HS
C-I
M6
x 40
øb
ød
l bl s
M..
HSC-I
Anc
hor
type
HS
C-I
size
leng
th o
f con
ebo
lt
l b [
mm
]
diam
eter
of
cone
bol
t
b [
mm
]
leng
th o
fex
pans
ion
slee
ve
l s [m
m]
diam
eter
of
expa
nsio
n sl
eeve
d [
mm
]
M6
x 40
M6
43,3
13,5
40,8
13,5
M8
x 40
M8
43,8
15,5
40,8
15,5
M10
x 5
0M
1054
,817
,550
,817
,5
M10
x 6
0M
1064
,817
,560
,817
,5
M12
x 6
0M
1264
,819
,560
,819
,5
Tab
le 3
: D
imen
sion
s fo
r in
tern
ally
thre
aded
ver
sion
HS
C-I
Page 61 Dec 2012
Pag
e 11
of E
urop
ean
Tec
hnic
al A
ppro
val E
TA
-02/
0027
Hilt
i Saf
ety
An
cho
r H
SC
An
nex
4
of E
urop
ean
Inst
alla
tio
n d
ata
Tec
hnic
al A
ppro
val
ET
A-0
2/00
27
Tab
le 4
:H
SC
-A E
xter
nal t
hrea
d an
chor
An
cho
r ty
pe
HS
C-A
M8x
40/t
fix
M10
x40/
t fix
M8x
50/t
fix
M12
x60/
t fix
Nom
inal
dia
met
er o
f dril
l bit
d 0 [m
m]
1416
1418
Dep
th o
f dril
l hol
eh 1
[mm
]46
46,5
5668
Tor
que
mom
ent
Tin
st [N
m]
1020
1030
Dia
met
er o
f cle
aran
ce h
ole
in th
e fix
ture
d f [m
m]
912
914
Tab
le 5
:H
SC
-I I
nter
nal t
hrea
d an
chor
Fas
teni
ng s
crew
or
thre
aded
rod
: Min
imum
stre
ngth
cla
ss 8
.8 a
ccor
ding
to E
N IS
O 8
98-1
;m
inim
um s
crew
dep
th m
in s
; the
leng
th o
f the
fast
enin
g sh
all b
e de
term
ined
dep
endi
ng o
nth
ickn
ess
of fi
xtur
e t fi
x, a
dmis
sibl
e to
lera
nces
and
avai
labl
e th
read
leng
th.
An
cho
r ty
pe
HS
C-I
M6x
40M
8x40
M10
x50
M10
x60
M12
x60
Nom
inal
dia
met
er o
f dril
l bit
d 0 [m
m]
1416
1818
20
Dep
th o
f dril
led
hole
h 1 [m
m]
4646
,556
6868
,5
Tor
que
mom
ent
Tin
st [N
m]
1010
2030
30
Dia
met
er o
f cle
aran
ce h
ole
in th
e fix
ture
d f [m
m]
79
1212
14
Scr
ewin
g de
pth
min
s [m
m]
68
1010
12
max
s [m
m]
1622
2828
30
h ef
h 1
t fix
s
h ef
h 1
Pag
e 12
of E
urop
ean
Tec
hnic
al A
ppro
val E
TA
-02/
0027
Hilt
i Saf
ety
An
cho
r H
SC
An
nex
5
Min
imu
m d
ista
nce
s ;
char
acte
rist
icof
Eur
opea
nre
sist
ance
to
ten
sio
n lo
ads
Tec
hnic
al A
ppro
val
(des
ign
met
ho
d A
)E
TA
-02/
0027
Tab
le 6
:M
inim
um th
ickn
ess
of c
oncr
ete
mem
ber,
min
imum
spa
cing
and
min
imum
edg
e di
stan
ces
of a
ncho
rs
HS
C-A
M8x
40M
10x4
0M
8x50
M12
x60
Min
imum
thic
knes
s of
conc
rete
mem
ber
h min
[mm
]10
010
010
013
0
Min
imum
spa
cing
s min
[mm
]40
4050
60M
inim
um e
dge
dist
ance
c min
[mm
]40
4050
60
HS
C-I
M6x
40M
8x40
M10
x50
M10
x60
M12
x60
Min
imum
thic
knes
s of
conc
rete
mem
ber
h min
[mm
]10
010
011
013
013
0
Min
imum
spa
cing
s min
[mm
]40
4050
6060
Min
imum
edg
e di
stan
cec m
in[m
m]
4040
5060
60
Tab
le 7
:C
hara
cter
istic
res
ista
nce
to te
nsio
n lo
ads
(des
ign
met
hod
A)
HS
C-A
M8x
40M
10x4
0M
8x50
M12
x60
Ste
el f
ailu
reC
hara
cter
istic
res
ista
nce
NR
k,s
[kN
]29
,346
,429
,367
,4P
artia
l saf
ety
fact
orγ M
s1,
50
Co
ncr
ete
con
e an
d s
plit
tin
g f
ailu
reE
ffect
ive
anch
orag
e de
pth
h ef
[mm
]40
4050
60
γ 21,
0P
artia
l saf
ety
fact
or in
crac
ked
and
non
crac
ked
conc
rete
γ Mc
= γ M
,sp
1,80
Spa
cing
s cr,
N[m
m]
120
120
150
180
Edg
e di
stan
cec c
r,N
[mm
]60
6075
90S
paci
ngs c
r,sp
[mm
]13
012
017
018
0E
dge
dist
ance
c cr,
sp[m
m]
6560
8590
HS
C-I
M6x
40M
8x40
M10
x50
M10
x60
M12
x60
Ste
el f
ailu
reC
hara
cter
istic
res
ista
nce
NR
k,s
[kN
]16
,124
,430
,330
,336
,5P
artia
l saf
ety
fact
orγ M
s1,
50
Co
ncr
ete
con
e an
d s
plit
tin
g f
ailu
reE
ffect
ive
anch
orag
e de
pth
h ef
[mm
]40
4050
6060
γ 21,
0P
artia
l saf
ety
fact
or in
crac
ked
and
non
crac
ked
conc
rete
γ Mc
= γ M
,sp
1,80
Spa
cing
s cr,
N[m
m]
120
120
150
180
180
Edg
e di
stan
cec c
r,N
[mm
]60
6075
9090
Spa
cing
s cr,
sp[m
m]
130
120
170
180
180
Edg
e di
stan
cec c
r,sp
[mm
]65
6085
9090
Page 62 Dec 2012
Pag
e 13
of E
urop
ean
Tec
hnic
al A
ppro
val E
TA
-02/
0027
Hilt
i Saf
ety
An
cho
r H
SC
An
nex
6
Ch
arac
teri
stic
res
ista
nce
to
of E
urop
ean
shea
r lo
ads
(des
ign
met
ho
d A
)T
echn
ical
App
rova
lE
TA
-02/
0027
Tab
le 8
:C
hara
cter
istic
res
ista
nce
to s
hear
load
s (d
esig
n m
etho
d A
)
HS
C-A
M8x
40M
10x4
0M
8x50
M12
x60
Ste
el f
ailu
re w
ith
ou
t le
ver
arm
Cha
ract
eris
tic r
esis
tanc
e V
Rk,
s[k
N]
14,6
23,2
14,6
33,7
Par
tial s
afet
y fa
ctor
γ Ms
1,25
Ste
el f
ailu
re w
ith
leve
r ar
m
Cha
ract
eris
tic r
esis
tanc
e M
Rk,
s[N
m]
3060
3010
5
Par
tial s
afet
y fa
ctor
γ Ms
1,25
Co
ncr
ete
pry
ou
t fa
ilure
Fac
tor
in e
quat
ion
(5.6
) of
ET
AG
Ann
ex C
, §5.
2.3.
3k
22
22
γ 21,
0P
artia
l saf
ety
fact
or
γ Mc
1,80
Co
ncr
ete
edg
e fa
ilure
Effe
ctiv
e le
ngth
of a
ncho
rin
she
ar lo
adin
gl f
[mm
]40
4050
60
Ext
erna
l dia
met
er o
f anc
hor
d nom
[mm
]14
1614
18
γ 21,
0P
artia
l saf
ety
fact
or
γ Mc
1,80
HS
C-I
M6x
40M
8x40
M10
x50
M10
x60
M12
x60
Ste
el f
ailu
re w
ith
ou
t le
ver
arm
Cha
ract
eris
tic r
esis
tanc
eV
Rk,
s[k
N]
8,0
12,2
15,2
15,2
18,2
Par
tial s
afet
y fa
ctor
γ
Ms
1,25
Ste
el f
ailu
re w
ith
leve
r ar
m
Cha
ract
eris
tic r
esis
tanc
e M
Rk,
s[N
.m]
1230
6060
105
Par
tial s
afet
y fa
ctor
γ Ms
1,25
Co
ncr
ete
pry
ou
t fa
ilure
Fac
tor
in e
quat
ion
(5.6
) of
ET
AG
Ann
ex C
, §5.
2.3.
3k
22
22
2
γ 21,
0P
artia
l saf
ety
fact
or
γ Mc
1,80
Co
ncr
ete
edg
e fa
ilure
Effe
ctiv
e le
ngth
of a
ncho
rin
she
ar lo
adin
gl f
[mm
]40
4050
6060
Ext
erna
l dia
met
er o
f anc
hor
d nom
[mm
]14
1618
1820
γ 21,
0P
artia
l saf
ety
fact
or
γ Mc
1,80
Pag
e 14
of E
urop
ean
Tec
hnic
al A
ppro
val E
TA
-02/
0027
Hilt
i Saf
ety
An
cho
r H
SC
An
nex
7
of E
urop
ean
Dis
pla
cem
ent
valu
es u
nd
er t
ensi
on
Tec
hnic
al A
ppro
val
load
sE
TA
-02/
0027
Tab
le 9
:D
ispl
acem
ents
und
er te
nsio
n lo
ads
HS
C-A
M8x
40M
10x4
0M
8x50
M12
x60
Ten
sion
load
in C
20/2
5(C
50/6
0) c
rack
ed c
oncr
ete
[kN
]3,
6 (
5,6)
3,6
(5,
6)5,
1 (
7,8)
6,6
(10
,3)
δ N0
[mm
]0,
2 (
0,4)
0,2
(0,
4)0,
3 (
0,4)
0,4
(0,
4)D
ispl
acem
ent
δ N∞
[mm
]0,
7 (
0,7)
0,7
(0,
7)0,
6 (
0,6)
0,4
(0,
4)
HS
C-I
M6x
40M
8x40
M10
x50
M10
x60
M12
x60
Ten
sion
load
in C
20/2
5(C
50/6
0) c
rack
ed c
oncr
ete
[kN
]3,
6 (
5,6)
3,6
(5,
6)5,
1 (
7,8)
6,6
(10
,3)
6,6
(10
,3)
δ N0
[mm
]0,
2 (
0,4)
0,2
(0,
4)0,
3 (
0,4)
0,4
(0,4
)0,
4 (
0,4)
Dis
plac
emen
t
δ N∞
[mm
]0,
7 (
0,7)
0,7
(0,
7)0,
6 (
0,6)
0,4
(0,
4)0,
4 (
0,4)
HS
C-A
M8x
40M
10x4
0M
8x50
M12
x60
Ten
sion
load
in C
20/2
5(C
50/6
0)no
n-cr
acke
dco
ncre
te
[kN
]5,
1 (
7,8)
5,1
(7,
8)7,
1 (
11,0
)9,
3 (
14,4
)
δ N0
[mm
]0,
1 (
0,2)
0,1
(0,
2)0,
1 (
0,2)
0,1
(0,
2)D
ispl
acem
ent
δ N∞
[mm
]0,
2 (
0,2)
0,2
(0,
2)0,
2 (
0,2)
0,2
(0,
2)
HS
C-I
M6x
40M
8x40
M10
x50
M10
x60
M12
x60
Ten
sion
load
in C
20/2
5(C
50/6
0) n
on-c
rack
edco
ncre
te
[kN
]5,
1 (
7,6)
5,1
(7,8
)7,
1 (
11,0
)9,
3 (
14,4
)9,
3 (
14,4
)
δ N0
[mm
]0,
1 (
0,2)
0,1
(0,
2)0,
1 (
0,2)
0,1
(0,
2)0,
1 (
0,2)
Dis
plac
emen
t
δ N∞
[mm
]0,
2 (
0,2)
0,2
(0,
2)0,
2 (
0,2)
0,2
(0,
2)0,
2 (
0,2)
Page 63 Dec 2012
Pag
e 15
of E
urop
ean
Tec
hnic
al A
ppro
val E
TA
-02/
0027
Hilt
i Saf
ety
An
cho
r H
SC
An
nex
8
of E
urop
ean
Dis
pla
cem
ent
valu
es u
nd
er s
hea
rT
echn
ical
App
rova
llo
ads
ET
A-0
2/00
27
Tab
le 1
0:D
ispl
acem
ents
und
er s
hear
load
s*
HS
C-A
M8x
40/1
5M
10x4
0/20
M8x
50/1
5M
12x6
0/20
She
ar lo
ad in
C20
/25
to C
50/6
0cr
acke
d an
d no
n-cr
acke
d co
ncre
te[k
N]
8,4
13,3
8,4
19,3
δ V0
[mm
]3,
0
(+1,
7)
3,0
(+1,
7)
2,8
(+1,
7)
3,0
(+1,
7)
Dis
plac
emen
t
δ V∞
[mm
]4,
5
(+1,
7)
4,5
(+1,
7)
4,3
(+1,
7)
4,5
(+1,
7)
HS
C-I
M6x
40M
8x40
M10
x50
M10
x60
M12
x60
She
ar lo
ad in
C20
/25
to C
50/6
0cr
acke
d an
d no
n-cr
acke
d co
ncre
te[k
N]
4,6
7,0
8,7
8,7
10,4
δ V0
[mm
]3,
0
(+1,
7)
3,0
(+1,
7)
2,8
(+1,
7)
3,0
(+1,
7)
3,0
(+1,
7)
Dis
plac
emen
t
δ V∞
[mm
]4,
5
(+1,
7)
4,5
(+1,
7)
4,3
(+1,
7)
4,5
(+1,
7)
4,5
(+1,
7)*
The
dis
plac
emen
ts v
alue
s gi
ven
in ta
ble
10 c
orre
spon
d to
the
anch
or’s
ow
n de
form
atio
n. T
his
disp
lace
men
t is
acco
mpa
nied
by
adi
spla
cem
ent,
indi
cate
d in
bra
cket
s, li
nked
to th
e br
ingi
ng in
to c
onta
ct o
f th
e an
chor
’s b
ody
and
the
edge
of
the
drill
ed h
ole
in th
eco
ncre
te s
ubst
rate
on
the
one
hand
and
on
the
fixt
ure
on th
e ot
her
hand
.
Pag
e 16
of E
urop
ean
Tec
hnic
al A
ppro
val E
TA
-02/
0027
Hilt
i Saf
ety
An
cho
r H
SC
An
nex
9
of E
urop
ean
Dri
llin
g a
nd
set
tin
g t
oo
lT
echn
ical
App
rova
lE
TA
-02/
0027
Ste
pp
ed d
rill
bit
HS
C-B
HS
C-B
...
conn
ectio
n en
d
t
ød0
typ
edi
amet
er o
f dril
l bit
d0
[mm
]to
tal l
engt
ht
[mm
]H
SC
-B 1
4 x
4014
46H
SC
-B 1
6 x
4016
46,5
HS
C-B
14
x 50
1456
HS
C-B
18
x 50
1858
HS
C-B
18
x 60
1868
HS
C-B
20
x 60
2068
,5
Tab
le 1
1: D
imen
sion
s of
ste
pped
dril
l bit
Set
tin
g t
oo
l HS
C-M
W
inse
rtse
tting
tool
conn
ectio
n en
d
hf
øg
øc
øk
HS
C-M
W...
sett
ing
to
ol /
inse
rt t
oo
lh
[m
m]
c [m
m]
g [
mm
]k
[mm
]f
[mm
]
HS
C-M
W 1
437
,58,
113
,5-
-H
SC
-EW
14
-8
-4,
917
HS
C-M
W 1
640
10,1
16-
-H
SC
-EW
16
-10
-6,
624
,5
HS
C-M
W 1
847
12,1
18-
-H
SC
-EW
18
-12
-8,
331
HS
C-M
W 2
047
14,1
20-
-H
SC
-EW
20
-13
,9-
10,1
34
Tab
le 1
2: S
ettin
g to
ol H
SC
-MW
/ in
sert
tool
HS
C-E
WT
he s
ettin
g to
ol H
SC
-MW
.. is
nee
ded
for
both
ver
sion
s of
HS
C s
afet
y an
chor
. T
he i
nser
t to
ol H
SC
-EW
.. is
nee
ded
only
for
the
HS
C-I
ver
sion
.
Page 64 Dec 2012
Pag
e 17
of E
urop
ean
Tec
hnic
al A
ppro
val E
TA
-02/
0027
Hilt
i Saf
ety
An
cho
r H
SC
An
nex
10
of E
urop
ean
Dri
llin
g a
nd
set
tin
g t
oo
lT
echn
ical
App
rova
lE
TA
-02/
0027
Tab
le 1
3: R
equi
red
setti
ng to
ols
and
step
ped
drill
bits
for
HS
C-A
An
cho
r ty
pe
HS
C-A
M8
x 40
/ tfi
x
HS
C-A
M10
x 4
0/ t
fix
HS
C-A
M8
x 50
/ tfi
x
HS
C-A
M12
x 6
0/ t
fix
Ste
pped
dril
l bit
HS
C-B
14 x
40
HS
C-B
16 x
40
HS
C-B
14 x
50
HS
C-B
18 x
60
Set
ting
tool
HS
C-M
W14
HS
C-M
W16
HS
C-M
W14
HS
C-M
W18
Tab
le 1
4: R
equi
red
setti
ng to
ols
and
step
ped
drill
bits
for
HS
C-I
An
cho
r ty
pe
HS
C-I
M6
x 40
HS
C-I
M8
x 40
HS
C-I
M10
x 5
0H
SC
-IM
10 x
60
HS
C-I
M12
x 6
0
Ste
pped
dril
l bit
HS
C-B
14 x
40
HS
C-B
16 x
40
HS
C-B
18 x
50
HS
C-B
18 x
60
HS
C-B
20 x
60
Set
ting
tool
HS
C-M
W14
HS
C-M
W16
HS
C-M
W18
HS
C-M
W18
HS
C-M
W20
Inse
rt to
olH
SC
-EW
14H
SC
-EW
16H
SC
-EW
18H
SC
-EW
18H
SC
-EW
20
Page 65 Dec 2012
Cen
tre
Sci
entif
ique
et
Tec
hniq
ue d
u B
âtim
ent
4, a
venu
e du
Rec
teur
Poi
ncar
éF
-757
82 P
AR
IS C
edex
16
Tél
. :(3
3) 0
1 40
50
28 2
8F
ax :
(33)
01
45 2
5 61
51
Aut
oris
é et
notif
ié c
onfo
rmém
ent à
l’art
icle
10
de la
dire
ctiv
e89
/106
/EE
C d
u C
onse
il, d
u21
déc
embr
e 19
88, r
elat
ive
aura
ppro
chem
ent d
es d
ispo
sitio
nslé
gisl
ativ
es, r
égle
men
taire
set
adm
inis
trat
ives
des
Eta
tsm
embr
es c
once
rnan
tle
s pr
odui
ts d
eco
nstr
uctio
n.
ME
MB
RE
DE
L’E
OT
A
Eu
rop
ean
Tec
hn
ical
Ap
pro
val
ET
A-0
2/00
28(E
nglis
h la
ngua
ge tr
ansl
atio
n, th
e or
igin
al v
ersi
on is
in F
renc
h la
ngua
ge)
Nom
com
mer
cial
:T
rad
e n
ame:
Hilt
i HS
C-R
Titu
laire
:H
old
er o
f ap
pro
val:
Hilt
i AG
, Bu
sin
ess
Un
it A
nch
ors
FL
-949
4 S
CH
AA
NP
rin
cip
alit
y o
f L
iech
ten
stei
n
Typ
e gé
nériq
ue e
t util
isat
ion
prév
ue d
upr
odui
t de
cons
truc
tion
:C
hevi
lle m
étal
lique
en
acie
r in
oxyd
able
, à v
erro
uilla
ge d
e fo
rme
par
auto
ancr
age,
de
fixat
ion
dans
le b
éton
: di
amèt
res
M6,
M8,
M10
et M
12.
Gen
eric
typ
e an
d u
se o
fco
nst
ruct
ion
pro
du
ct:
Sel
f-cu
ttin
g u
nd
ercu
t an
cho
r, m
ade
of
stai
nle
ss s
teel
, fo
ru
se in
co
ncr
ete:
siz
es M
6, M
8, M
10 a
nd
M12
.
Val
idité
du :
au :
Val
idit
y fr
om
/ to
:
20/0
9/20
0220
/09/
2007
Usi
ne d
e fa
bric
atio
n :
Man
ufa
ctu
rin
g p
lan
t:H
ilti C
o.L
td.,
pla
nt
8, Z
han
jian
g, C
hin
a
Le p
rése
nt A
grém
ent t
echn
ique
eur
opée
nco
ntie
nt :
Th
is E
uro
pea
n T
ech
nic
al A
pp
rova
lco
nta
ins:
17 p
ages
incl
uant
10
anne
xes
fais
ant p
artie
inté
gran
te d
u do
cum
ent.
17 p
ages
incl
ud
ing
10
ann
exes
wh
ich
fo
rm a
n in
teg
ral p
art
of
the
do
cum
ent.
Org
anis
atio
n po
ur l’
Agr
émen
t Tec
hniq
ue E
urop
éen
Eur
opea
n O
rgan
isat
ion
for
Tec
hnic
al A
ppro
vals
Pag
e 2
of E
urop
ean
Tec
hnic
al A
ppro
val E
TA
-02/
0028
I L
EG
AL
BA
SE
S A
ND
GE
NE
RA
L C
ON
DIT
ION
S
1.
Thi
s E
urop
ean
Tec
hnic
al
App
rova
l is
is
sued
by
th
e C
entr
e S
cien
tifiq
ue
et
Tec
hniq
ue
duB
âtim
ent i
n ac
cord
ance
with
:
− C
ounc
il D
irect
ive
89/1
06/E
EC
of
21
D
ecem
ber
1988
on
th
e ap
prox
imat
ion
of
law
s,re
gula
tions
an
d ad
min
istr
ativ
e pr
ovis
ions
of
M
embe
r S
tate
s re
latin
g to
co
nstr
uctio
npr
oduc
ts1 , m
odifi
ed b
y th
e C
ounc
il D
irect
ive
93/6
8/E
EC
of 2
2 Ju
ly 1
9932 ;
− D
écre
t n°
92-
647
du
8 ju
illet
19
923
conc
erna
nt
l’apt
itude
à
l’usa
ge
des
prod
uits
de
cons
truc
tion;
− C
omm
on
Pro
cedu
ral
Rul
es
for
Req
uest
ing,
P
repa
ring
and
the
Gra
ntin
g of
E
urop
ean
Tec
hnic
al A
ppro
vals
set
out
in th
e A
nnex
of C
omm
issi
on D
ecis
ion
94/2
3/E
C4 ;
− G
uide
line
for
Eur
opea
n T
echn
ical
A
ppro
val
of
« M
etal
A
ncho
rs
for
use
in
Con
cret
e »
ET
AG
001
, edi
tion
1997
, Par
t 1 «
Anc
hors
in g
ener
al »
and
Par
t 3 «
Und
ercu
t anc
hors
».
2.
The
C
entr
e S
cien
tifiq
ue
et
Tec
hniq
ue
du
Bât
imen
t is
au
thor
ised
to
ch
eck
whe
ther
th
epr
ovis
ions
of
this
Eur
opea
n T
echn
ical
App
rova
l ar
e m
et.
Che
ckin
g m
ay t
ake
plac
e in
the
man
ufac
turin
g pl
ant
(for
ex
ampl
e co
ncer
ning
th
e fu
lfilm
ent
of
assu
mpt
ions
m
ade
in
this
Eur
opea
n T
echn
ical
App
rova
l with
reg
ard
to m
anuf
actu
ring)
. Nev
erth
eles
s, th
e re
spon
sibi
lity
for
the
conf
orm
ity o
f the
pro
duct
s w
ith th
e E
urop
ean
Tec
hnic
al A
ppro
val a
nd f
or th
eir
fitne
ss f
or th
ein
tend
ed u
se r
emai
ns w
ith th
e ho
lder
of t
he E
urop
ean
Tec
hnic
al A
ppro
val.
3.
Thi
s E
urop
ean
Tec
hnic
al A
ppro
val
is n
ot t
o be
tra
nsfe
rred
to
man
ufac
ture
rs o
r ag
ents
of
man
ufac
ture
r ot
her
than
tho
se i
ndic
ated
on
page
1;
or m
anuf
actu
ring
plan
ts o
ther
tha
n th
ose
indi
cate
d on
pag
e 1
of th
is E
urop
ean
Tec
hnic
al A
ppro
val.
4.
Thi
s E
urop
ean
Tec
hnic
al A
ppro
val m
ay b
e w
ithdr
awn
by t
he C
entr
e S
cien
tifiq
ue e
t T
echn
ique
du B
âtim
ent p
ursu
ant t
o A
rtic
le 5
(1)
of t
he C
ounc
il D
irect
ive
89/1
06/E
EC
.
5.
Rep
rodu
ctio
n of
thi
s E
urop
ean
Tec
hnic
al A
ppro
val
incl
udin
g tr
ansm
issi
on b
y el
ectr
onic
mea
nssh
all
be i
n fu
ll. H
owev
er,
part
ial
repr
oduc
tion
can
be m
ade
with
the
writ
ten
cons
ent
of t
heC
entr
e S
cien
tifiq
ue e
t T
echn
ique
du
Bât
imen
t. In
thi
s ca
se p
artia
l re
prod
uctio
n ha
s to
be
desi
gnat
ed a
s su
ch.
Tex
ts a
nd d
raw
ings
of
adve
rtis
ing
broc
hure
s sh
all n
ot c
ontr
adic
t or
mis
use
the
Eur
opea
n T
echn
ical
App
rova
l.
6.
The
Eur
opea
n T
echn
ical
App
rova
l is
iss
ued
by t
he a
ppro
val
body
in
its o
ffic
ial
lang
uage
. T
his
vers
ion
corr
espo
nds
to t
he v
ersi
on c
ircul
ated
with
in E
OT
A.
Tra
nsla
tions
int
o ot
her
lang
uage
sha
ve to
be
desi
gnat
ed a
s su
ch.
1O
ffic
ial J
ourn
al o
f th
e E
urop
ean
Com
mun
ities
n°
L 4
0, 1
1.2.
1989
, p. 1
22
Off
icia
l Jou
rnal
of
the
Eur
opea
n C
omm
uniti
es n
° L
220
, 30.
8.19
93, p
. 13
Jour
nal o
ffic
iel d
e la
Rép
ubliq
ue f
ranç
aise
du
14 ju
illet
199
24
Off
icia
l Jou
rnal
of
the
Eur
opea
n C
omm
uniti
es n
° L
17,
20.
1.19
94, p
. 34
Page 66 Dec 2012
Pag
e 3
of E
urop
ean
Tec
hnic
al A
ppro
val E
TA
-02/
0028
II S
PE
CIF
IC C
ON
DIT
ION
S O
F T
HE
EU
RO
PE
AN
TE
CH
NIC
AL
AP
PR
OV
AL
1D
efin
itio
n o
f p
rod
uct
an
d in
ten
ded
use
1.1.
Def
init
ion
of
pro
du
ct
The
Hilt
i H
SC
-R a
ncho
r in
the
ran
ge o
f M
6 to
M12
is
a se
lf-cu
tting
und
ercu
t an
chor
mad
e of
stai
nles
s st
eel.
The
Hilt
i H
SC
-R a
ncho
r is
ava
ilabl
e in
tw
o ve
rsio
ns :
an
exte
rnal
ly t
hrea
ded
vers
ion
(HS
C-A
R)
and
an i
nter
nally
thr
eade
d ve
rsio
n (H
SC
-IR
). I
t is
pla
ced
into
a h
ole
drill
edw
ith a
spe
cial
ste
p dr
ill b
it an
d se
lf-cu
tting
und
ercu
t us
ing
a sp
ecia
l se
tting
too
l. T
he n
ut i
sto
rque
tig
hten
ed t
o co
mpl
ete
the
fast
enin
g of
the
fix
ture
. In
the
cas
e of
HS
C-I
R v
ersi
on,
the
fixtu
re s
hall
be a
ncho
red
with
a fa
sten
ing
scre
w o
r th
read
ed r
od a
ccor
ding
to A
nnex
4.
For
the
inst
alle
d an
chor
see
Fig
ures
giv
en in
Ann
exes
1 a
nd 2
.
1.2.
Inte
nd
ed u
se
The
anc
hor
is i
nten
ded
to b
e us
ed f
or a
ncho
rage
s fo
r w
hich
req
uire
men
ts f
or m
echa
nica
lre
sist
ance
and
sta
bilit
y an
d sa
fety
in u
se in
the
sen
se o
f th
e E
ssen
tial R
equi
rem
ents
1 a
nd 4
of
Cou
ncil
Dire
ctiv
e 89
/106
/EE
C s
hall
be f
ulfil
led
and
failu
re o
f an
chor
ages
mad
e w
ith t
hese
prod
ucts
wou
ld c
ompr
omis
e th
e st
abili
ty o
f th
e w
orks
, ca
use
risk
to h
uman
life
and
/or
lead
to
cons
ider
able
eco
nom
ic c
onse
quen
ces.
The
anc
hor
is to
be
used
onl
y fo
r an
chor
ages
sub
ject
to
stat
ic o
r qu
asi-s
tatic
loa
ding
in
rein
forc
ed o
r un
rein
forc
ed n
orm
al w
eigh
t co
ncre
te o
f st
reng
thcl
asse
s C
20/
25 m
inim
um t
o C
50/6
0 m
axim
um a
ccor
ding
to
EN
V 2
06-1
: 20
00-1
2. I
t m
ay b
ean
chor
ed in
cra
cked
and
non
-cra
cked
con
cret
e.
The
anc
hor
may
be
used
in
conc
rete
sub
ject
to
dry
inte
rnal
con
ditio
ns a
nd a
lso
in c
oncr
ete
subj
ect
to e
xter
nal
atm
osph
eric
exp
osur
e (in
clud
ing
indu
stria
l an
d m
arin
e en
viro
nmen
t),
orex
posu
re i
n pe
rman
ently
dam
p in
tern
al c
ondi
tions
, if
no p
artic
ular
agg
ress
ive
cond
ition
s ex
ist.
Suc
h pa
rtic
ular
agg
ress
ive
cond
ition
s ar
e e.
g. p
erm
anen
t, al
tern
atin
g im
mer
sion
in s
eaw
ater
or
the
spla
sh z
one
of s
eaw
ater
, ch
lorid
e at
mos
pher
e of
ind
oor
swim
min
g po
ols
or a
tmos
pher
ew
ith e
xtre
me
chem
ical
pol
lutio
n (e
.g.
in d
esul
phur
izat
ion
plan
ts o
r ro
ad t
unne
ls w
here
de-
icin
gm
ater
ials
are
use
d).
The
pro
visi
ons
mad
e in
thi
s E
urop
ean
Tec
hnic
al A
ppro
val a
re b
ased
on
an a
ssum
ed in
tend
edw
orki
ng l
ife o
f th
e an
chor
of
50 y
ears
. T
he i
ndic
atio
ns g
iven
on
the
wor
king
life
can
not
bein
terp
rete
d as
a g
uara
ntee
giv
en b
y th
e pr
oduc
er,
but
are
to b
e re
gard
ed o
nly
as a
mea
ns f
orch
oosi
ng t
he r
ight
pro
duct
s in
rel
atio
n to
the
exp
ecte
d ec
onom
ical
ly r
easo
nabl
e w
orki
ng li
fe o
fth
e w
orks
.
2C
har
acte
rist
ics
of
pro
du
ct a
nd
met
ho
ds
of
veri
fica
tio
n
2.1.
Ch
arac
teri
stic
s o
f p
rod
uct
The
anc
hor
in t
he r
ange
of
M6
to M
12 c
orre
spon
ds t
o th
e dr
awin
gs a
nd p
rovi
sion
s gi
ven
inA
nnex
es 1
to
4. T
he c
hara
cter
istic
mat
eria
l va
lues
, di
men
sion
s an
d to
lera
nces
of
the
anch
orno
t in
dica
ted
in A
nnex
es 2
to
4 sh
all
corr
espo
nd t
o th
e re
spec
tive
valu
es l
aid
dow
n in
the
tech
nica
l do
cum
enta
tion5
of
this
E
urop
ean
Tec
hnic
al
App
rova
l. T
he
char
acte
ristic
an
chor
valu
es f
or t
he d
esig
n of
anc
hora
ges
are
give
n in
Ann
exes
5 t
o 8.
The
spe
cial
too
ls r
equi
red
tous
e th
is a
ncho
r ar
e de
scrib
ed in
Ann
exes
9 to
10.
5T
he te
chni
cal d
ocum
enta
tion
of th
is E
urop
ean
Tec
hnic
al A
ppro
val i
s de
posi
ted
at th
e C
entr
e S
cien
tifiq
ueet
Tec
hniq
ue d
u B
âtim
ent a
nd, a
s fa
r as
rel
evan
t for
the
task
s of
the
appr
oved
bod
ies
invo
lved
in th
eat
test
atio
n of
con
form
ity p
roce
dure
, is
hand
ed o
ver
to th
e ap
prov
ed b
odie
s.
Pag
e 4
of E
urop
ean
Tec
hnic
al A
ppro
val E
TA
-02/
0028
In t
he c
ase
of t
he H
SC
-IR
ver
sion
, th
e fa
sten
ing
scre
w o
r th
read
ed r
od s
hall
be a
t le
ast
stee
lgr
ade
A4-
70 a
ccor
ding
to E
N IS
O 3
506.
Eac
h an
chor
is
mar
ked
on t
he b
olt
with
the
pro
duct
nam
e (H
SC
-AR
or
HS
C-I
R),
the
nom
inal
diam
eter
of
the
thre
ad,
the
embe
dmen
t de
pth
and
the
max
imum
thi
ckne
ss o
f th
e fix
ture
acco
rdin
g to
Ann
ex 3
.
As
exam
ple
: HS
C-A
R M
10*4
0/20
The
anc
hor
shal
l onl
y be
pac
kage
d an
d su
pplie
d as
a c
ompl
ete
unit.
2.2.
Met
ho
ds
of
veri
fica
tio
n
The
ass
essm
ent
of f
itnes
s of
the
anc
hor
for
the
inte
nded
use
in r
elat
ion
to t
he r
equi
rem
ents
for
mec
hani
cal
resi
stan
ce
and
stab
ility
an
d sa
fety
in
us
e in
th
e se
nse
of
the
Ess
entia
lR
equi
rem
ents
1 a
nd 4
has
bee
n m
ade
in a
ccor
danc
e w
ith t
he «
Gui
delin
e fo
r E
urop
ean
Tec
hnic
al A
ppro
val o
f M
etal
Anc
hors
for
use
in C
oncr
ete
», P
art
1 «
Anc
hors
in g
ener
al »
and
Par
t 3 «
Und
ercu
t anc
hors
», o
n th
e ba
sis
of O
ptio
n 1.
3E
valu
atio
n o
f C
on
form
ity
and
CE
mar
kin
g
3.1.
Att
esta
tio
n o
f co
nfo
rmit
y sy
stem
The
sys
tem
of
atte
stat
ion
of c
onfo
rmity
2 (
i) (r
efer
red
to a
s sy
stem
1)
acco
rdin
g to
Cou
ncil
Dire
ctiv
e 89
/106
/EE
C A
nnex
III l
aid
dow
n by
the
Eur
opea
n C
omm
issi
on p
rovi
des:
a) ta
sks
for
the
man
ufac
ture
r:
1. fa
ctor
y pr
oduc
tion
cont
rol,
2. fu
rthe
r te
stin
g of
sam
ples
take
n at
the
fact
ory
by th
e m
anuf
actu
rer
in a
ccor
danc
ew
ith a
pre
scrib
ed te
st p
lan.
b) ta
sks
for
the
appr
oved
bod
y:
3. in
itial
type
-tes
ting
of th
e pr
oduc
t,4.
initi
al in
spec
tion
of fa
ctor
y an
d of
fact
ory
prod
uctio
n co
ntro
l,5.
con
tinuo
us s
urve
illan
ce, a
sses
smen
t and
app
rova
l of f
acto
ry p
rodu
ctio
n co
ntro
l.
3.2.
Res
po
nsi
bili
ties
3.2.
1.T
asks
of t
he m
anuf
actu
rer,
fact
ory
prod
uctio
n co
ntro
l
The
man
ufac
ture
r ha
s a
fact
ory
prod
uctio
n co
ntro
l sys
tem
in th
e pl
ant a
nd e
xerc
ises
per
man
ent
inte
rnal
con
trol
of
prod
uctio
n. A
ll th
e el
emen
ts,
requ
irem
ents
and
pro
visi
ons
adop
ted
by t
hem
anuf
actu
rer
are
docu
men
ted
in a
sys
tem
atic
man
ner
in t
he f
orm
of
writ
ten
polic
ies
and
proc
edur
es.
Thi
s pr
oduc
tion
cont
rol
syst
em e
nsur
es t
hat
the
prod
uct
is i
n co
nfor
mity
with
the
Eur
opea
n T
echn
ical
App
rova
l.
The
man
ufac
ture
r sh
all o
nly
use
raw
mat
eria
ls s
uppl
ied
with
the
rel
evan
t in
spec
tion
docu
men
tsas
lai
d do
wn
in t
he p
resc
ribed
tes
t pl
an6 .
The
inc
omin
g ra
w m
ater
ials
sha
ll be
sub
ject
to
cont
rols
and
tes
ts b
y th
e m
anuf
actu
rer
befo
re a
ccep
tanc
e. C
heck
of
inco
min
g m
ater
ials
suc
has
nut
s, w
ashe
rs,
wire
for
bol
ts a
nd s
leev
es s
hall
incl
ude
cont
rol
of t
he i
nspe
ctio
n do
cum
ents
6T
he p
resc
ribed
test
pla
n ha
s be
en d
epos
ited
at th
e C
entr
e S
cien
tifiq
ue e
t Tec
hniq
ue d
u B
âtim
ent a
nd is
only
mad
e av
aila
ble
to th
e ap
prov
ed b
odie
s in
volv
ed in
the
conf
orm
ity a
ttest
atio
n pr
oced
ure.
Page 67 Dec 2012
Pag
e 5
of E
urop
ean
Tec
hnic
al A
ppro
val E
TA
-02/
0028
pres
ente
d by
su
pplie
rs
(com
paris
on
with
no
min
al
valu
es)
by
verif
ying
di
men
sion
an
dde
term
inin
g m
ater
ial p
rope
rtie
s, e
.g. t
ensi
le s
tren
gth,
har
dnes
s, s
urfa
ce fi
nish
.
The
man
ufac
ture
d co
mpo
nent
s of
the
anch
or s
hall
be s
ubje
cted
to th
e fo
llow
ing
test
s:
− D
imen
sion
s of
com
pone
nt p
arts
:bo
lt (d
iam
eter
s, le
ngth
s, th
read
and
mar
king
, geo
met
ry o
f the
con
e);
slee
ve (
leng
ths,
inte
rnal
and
ext
erna
l dia
met
ers,
geo
met
ry o
f the
exp
ansi
on p
art,
cutti
ng e
dge)
;he
xago
nal n
ut (
prop
er r
unni
ng, w
renc
h si
ze a
cros
s fla
ts);
was
her
(dia
met
ers,
thic
knes
s).
− M
ater
ial
prop
ertie
s:
bolt
(ulti
mat
e te
nsile
st
reng
th),
sl
eeve
(u
ltim
ate
tens
ile
stre
ngth
),he
xago
nal n
ut (
proo
f loa
d), w
ashe
r (h
ardn
ess)
.−
Vis
ual c
ontr
ol o
f cor
rect
ass
embl
y an
d of
com
plet
enes
s of
the
anch
or.
The
fre
quen
cy o
f co
ntro
ls a
nd t
ests
con
duct
ed d
urin
g pr
oduc
tion
and
on t
he a
ssem
bled
anc
hor
is la
id d
own
in t
he p
resc
ribed
tes
t pl
an t
akin
g ac
coun
t of
the
aut
omat
ed m
anuf
actu
ring
proc
ess
of th
e an
chor
.
The
res
ults
of
fact
ory
prod
uctio
n co
ntro
l ar
e re
cord
ed a
nd e
valu
ated
. T
he r
ecor
ds i
nclu
de a
tle
ast t
he fo
llow
ing
info
rmat
ion:
− de
sign
atio
n of
the
prod
uct,
basi
c m
ater
ial a
nd c
ompo
nent
s;−
type
of c
ontr
ol o
r te
stin
g;−
date
of
man
ufac
ture
of
the
prod
uct
and
date
of
test
ing
of t
he p
rodu
ct o
r ba
sic
mat
eria
l and
com
pone
nts;
− re
sult
of c
ontr
ol a
nd te
stin
g an
d, if
app
ropr
iate
, com
paris
on w
ith r
equi
rem
ents
;−
sign
atur
e of
per
son
resp
onsi
ble
for
fact
ory
prod
uctio
n co
ntro
l.
The
rec
ords
sha
ll be
pre
sent
ed t
o th
e in
spec
tion
body
dur
ing
the
cont
inuo
us s
urve
illan
ce.
On
requ
est,
they
sha
ll be
pre
sent
ed to
the
Cen
tre
Sci
entif
ique
et T
echn
ique
du
Bât
imen
t.
Det
ails
of
the
exte
nt,
natu
re a
nd f
requ
ency
of
test
ing
and
cont
rols
to
be p
erfo
rmed
with
in t
hefa
ctor
y pr
oduc
tion
cont
rol
shal
l co
rres
pond
to
the
pres
crib
ed t
est
plan
whi
ch i
s pa
rt o
f th
ete
chni
cal d
ocum
enta
tion
of th
is E
urop
ean
Tec
hnic
al A
ppro
val.
3.2.
2.T
asks
of a
ppro
ved
bodi
es
3.2.
2.1.
Initi
al ty
pe-t
estin
g of
the
prod
uct
For
ini
tial
type
-tes
ting
the
resu
lts o
f th
e te
sts
perf
orm
ed a
s pa
rt o
f th
e as
sess
men
t fo
r th
eE
urop
ean
Tec
hnic
al A
ppro
val s
hall
be u
sed
unle
ss t
here
are
cha
nges
in t
he p
rodu
ctio
n lin
e or
plan
t. In
suc
h ca
ses
the
nece
ssar
y in
itial
typ
e-te
stin
g ha
s to
be
agre
ed b
etw
een
the
Cen
tre
Sci
entif
ique
et T
echn
ique
du
Bât
imen
t and
the
appr
oved
bod
ies
invo
lved
.
3.2.
2.2.
Initi
al in
spec
tion
of fa
ctor
y an
d of
fact
ory
prod
uctio
n co
ntro
l
The
app
rove
d bo
dy s
hall
asce
rtai
n th
at,
in a
ccor
danc
e w
ith t
he p
resc
ribed
tes
t pl
an,
the
fact
ory
and
the
fact
ory
prod
uctio
n co
ntro
l are
sui
tabl
e to
ens
ure
cont
inuo
us a
nd o
rder
ly m
anuf
actu
ring
of t
he a
ncho
r ac
cord
ing
to t
he s
peci
ficat
ions
men
tione
d in
2.1
. as
wel
l as
to t
he A
nnex
es t
o th
eE
urop
ean
Tec
hnic
al A
ppro
val.
3.2.
2.3.
Con
tinuo
us s
urve
illan
ce
The
app
rove
d bo
dy s
hall
visi
t the
fac
tory
at l
east
onc
e a
year
for
reg
ular
insp
ectio
n. I
t ha
s to
be
verif
ied
that
th
e sy
stem
of
fa
ctor
y pr
oduc
tion
cont
rol
and
the
spec
ified
au
tom
ated
man
ufac
turin
g pr
oces
s ar
e m
aint
aine
d ta
king
acc
ount
of t
he p
resc
ribed
test
pla
n.
Pag
e 6
of E
urop
ean
Tec
hnic
al A
ppro
val E
TA
-02/
0028
Con
tinuo
us s
urve
illan
ce a
nd a
sses
smen
t of
fac
tory
pro
duct
ion
cont
rol
have
to
be p
erfo
rmed
acco
rdin
g to
the
pres
crib
ed te
st p
lan.
The
res
ults
of
prod
uct
cert
ifica
tion
and
cont
inuo
us s
urve
illan
ce s
hall
be m
ade
avai
labl
e on
dem
and
by t
he c
ertif
icat
ion
body
or
insp
ectio
n bo
dy,
resp
ectiv
ely,
to
the
Cen
tre
Sci
entif
ique
et
Tec
hniq
ue d
u B
âtim
ent.
In c
ases
whe
re t
he p
rovi
sion
s of
the
Eur
opea
n T
echn
ical
App
rova
l and
the
pres
crib
ed te
st p
lan
are
no lo
nger
fulfi
lled
the
conf
orm
ity c
ertif
icat
e sh
all b
e w
ithdr
awn.
3.3.
CE
-Mar
kin
g
The
CE
mar
king
sha
ll be
aff
ixed
on
each
pac
kagi
ng o
f an
chor
s. T
he s
ymbo
l «
CE
» s
hall
beac
com
pani
ed b
y th
e fo
llow
ing
info
rmat
ion:
− id
entif
icat
ion
num
ber
of th
e ce
rtifi
catio
n bo
dy;
− na
me
or id
entif
ying
mar
k of
the
prod
ucer
and
man
ufac
turin
g pl
ant;
− th
e la
st tw
o di
gits
of t
he y
ear
in w
hich
the
CE
-mar
king
was
aff
ixed
;−
num
ber
of th
e E
C c
ertif
icat
e of
con
form
ity;
− nu
mbe
r of
the
Eur
opea
n T
echn
ical
App
rova
l;−
use
cate
gory
(E
TA
G 0
01-1
Opt
ion1
);−
size
.
4A
ssu
mp
tio
ns
un
der
wh
ich
th
e fi
tnes
s o
f th
e p
rod
uct
fo
r th
e in
ten
ded
use
was
favo
ura
bly
ass
esse
d
4.1.
Man
ufa
ctu
rin
g
The
anc
hor
is m
anuf
actu
red
in a
ccor
danc
e w
ith t
he p
rovi
sion
s of
the
Eur
opea
n T
echn
ical
App
rova
l us
ing
the
auto
mat
ed m
anuf
actu
ring
proc
ess
as i
dent
ified
dur
ing
insp
ectio
n of
the
plan
t by
the
Cen
tre
Sci
entif
ique
et
Tec
hniq
ue d
u B
âtim
ent
and
the
appr
oved
bod
y an
d la
iddo
wn
in th
e te
chni
cal d
ocum
enta
tion.
4.2.
Inst
alla
tio
n
4.2.
1.D
esig
n of
anc
hora
ges
The
fitn
ess
of th
e an
chor
s fo
r th
e in
tend
ed u
se is
giv
en u
nder
the
follo
win
g co
nditi
ons:
The
anc
hora
ges
are
desi
gned
in
acco
rdan
ce w
ith t
he «
Gui
delin
e fo
r E
urop
ean
Tec
hnic
alA
ppro
val
of M
etal
Anc
hors
for
Use
in
Con
cret
e »,
Ann
ex C
, M
etho
d A
, fo
r un
derc
ut a
ncho
rsun
der
the
resp
onsi
bilit
y of
an
en
gine
er
expe
rienc
ed
in
anch
orag
es
and
conc
rete
w
ork.
Ver
ifiab
le c
alcu
latio
n no
tes
and
draw
ings
are
pre
pare
d ta
king
acc
ount
of
the
load
s to
be
anch
ored
.
The
pos
ition
of
the
anch
or i
s in
dica
ted
on t
he d
esig
n dr
awin
gs (
e.g.
pos
ition
of
the
anch
orre
lativ
e to
rei
nfor
cem
ent o
r to
sup
port
, etc
.).
The
min
imum
str
engt
h cl
ass
and
the
min
imum
scr
ewin
g de
pth
of t
he f
aste
ning
scr
ew o
rth
read
ed r
od f
or i
nsta
llatio
n of
the
fix
ture
sha
ll m
eet
the
requ
irem
ents
acc
ordi
ng t
o A
nnex
4.
The
le
ngth
of
th
e fa
sten
ing
scre
w
or
thre
aded
ro
d sh
all
be
defin
ed
acco
rdin
g to
th
ere
quire
men
ts g
iven
in
Ann
ex 4
, ta
king
int
o ac
coun
t th
e av
aila
ble
thre
ad l
engt
h, t
he m
inim
umsc
rew
ing
dept
h, th
e th
ickn
ess
of fi
xtur
e an
d to
lera
nces
of m
embe
r an
d fix
ture
.
Page 68 Dec 2012
Pag
e 7
of E
urop
ean
Tec
hnic
al A
ppro
val E
TA
-02/
0028
4.2.
2.In
stal
latio
n of
anc
hors
The
fitn
ess
for
use
of th
e an
chor
can
onl
y be
ass
umed
if th
e an
chor
is in
stal
led
as fo
llow
s:
− an
chor
inst
alla
tion
carr
ied
out
by a
ppro
pria
tely
qua
lifie
d pe
rson
nel a
nd u
nder
the
sup
ervi
sion
of th
e pe
rson
res
pons
ible
for
tech
nica
l mat
ters
on
the
site
;−
use
of t
he a
ncho
r on
ly a
s su
pplie
d by
the
man
ufac
ture
r w
ithou
t ex
chan
ging
the
com
pone
nts
of a
n an
chor
;−
anch
or
inst
alla
tion
in
acco
rdan
ce
with
th
e m
anuf
actu
rer’s
sp
ecifi
catio
ns
and
draw
ings
prep
ared
for
that
pur
pose
and
usi
ng th
e ap
prop
riate
spe
cial
tool
s;−
thic
knes
s of
the
fix
ture
cor
resp
ondi
ng t
o th
e ra
nge
of r
equi
red
thic
knes
s va
lues
for
the
typ
eof
anc
hor;
− ch
ecks
bef
ore
plac
ing
the
anch
or t
o en
sure
tha
t th
e st
reng
th c
lass
of
the
conc
rete
in w
hich
the
anch
or is
to
be p
lace
d is
in t
he r
ange
giv
en a
nd is
not
low
er t
han
that
of
the
conc
rete
to
whi
ch th
e ch
arac
teris
tic lo
ads
appl
y;−
chec
k of
con
cret
e be
ing
wel
l com
pact
ed, e
.g. w
ithou
t sig
nific
ant v
oids
;−
clea
ring
the
hole
of d
rillin
g du
st;
− an
chor
ins
talla
tion
ensu
ring
the
spec
ified
em
bedm
ent
dept
h us
ing
the
spec
ial
requ
ired
step
ped
drill
bit.
− an
chor
ins
talla
tion
ensu
ring
com
plet
e ex
pans
ion
of t
he s
leev
e us
ing
the
spec
ial
requ
ired
setti
ng
tool
, th
at
is
the
end
face
of
th
e ex
pans
ion
slee
ve
reac
hes
the
dept
h of
th
eem
bedm
ent m
ark
on th
e st
ud;
− ke
epin
g of
the
edge
dis
tanc
e an
d sp
acin
g to
the
spec
ified
val
ues
with
out m
inus
tole
ranc
es;
− po
sitio
ning
of t
he d
rill h
oles
with
out d
amag
ing
the
rein
forc
emen
t;−
in c
ase
of a
bort
ed h
ole:
new
dril
ling
at a
min
imum
dis
tanc
e aw
ay o
f tw
ice
the
dept
h of
the
abor
ted
hole
or
smal
ler
dist
ance
if th
e ab
orte
d dr
ill h
ole
is f
illed
with
hig
h st
reng
th m
orta
r an
dif
unde
r sh
ear
or o
bliq
ue t
ensi
on l
oad
it is
not
to
the
anch
or i
n th
e di
rect
ion
of l
oad
appl
icat
ion;
− th
e fa
sten
ing
scre
w o
r th
read
ed r
od s
hall
corr
espo
nd to
the
requ
irem
ents
giv
en in
Ann
ex 4
;−
appl
icat
ion
of th
e to
rque
mom
ent g
iven
in A
nnex
4 u
sing
a c
alib
rate
d to
rque
wre
nch.
4.2.
3.R
espo
nsib
ility
of t
he m
anuf
actu
rer
It is
the
man
ufac
ture
r’s r
espo
nsib
ility
to
ensu
re t
hat
the
info
rmat
ion
on t
he s
peci
fic c
ondi
tions
acco
rdin
g to
1 a
nd 2
incl
udin
g A
nnex
es r
efer
red
to in
4.2
.1. a
nd 4
.2.2
. is
give
n to
thos
e w
ho a
reco
ncer
ned.
Thi
s in
form
atio
n m
ay b
e m
ade
by r
epro
duct
ion
of t
he r
espe
ctiv
e pa
rts
of t
heE
urop
ean
Tec
hnic
al A
ppro
val.
In a
dditi
on a
ll in
stal
latio
n da
ta s
hall
be s
how
n cl
early
on
the
pack
age
and/
or o
n an
enc
lose
d in
stru
ctio
n sh
eet,
pref
erab
ly u
sing
illu
stra
tion(
s).
The
min
imum
dat
a re
quire
d ar
e:
− dr
ill b
it di
amet
er,
− th
read
dia
met
er,
− m
axim
um th
ickn
ess
of th
e fix
ture
,−
requ
ired
inst
alla
tion
and
hole
dep
th,
− m
inim
um s
crew
ing
dept
h of
the
fast
enin
g sc
rew
or
thre
aded
rod
(H
SC
-IR
ver
sion
),−
min
imum
str
engt
h cl
ass
of t
he f
aste
ning
scr
ew o
r th
read
ed r
od a
ccor
ding
to
EN
IS
O 3
506
(HS
C-I
R v
ersi
on),
− re
quire
d to
rque
mom
ent,
− in
form
atio
n on
the
inst
alla
tion
proc
edur
e, in
clud
ing
clea
ning
of
the
hole
, pr
efer
ably
by
mea
nsof
an
illus
trat
ion,
− re
fere
nce
to a
ny s
peci
al in
stal
latio
n eq
uipm
ent n
eede
d,−
iden
tific
atio
n of
the
man
ufac
turin
g ba
tch.
All
data
sha
ll be
pre
sent
ed in
a c
lear
and
exp
licit
form
.
The
ori
gina
l Fre
nch
vers
ion
is s
igne
d by
Le
Dir
ecte
ur T
echn
ique
J.-D
. ME
RL
ET
Pag
e 8
of E
urop
ean
Tec
hnic
al A
ppro
val E
TA
-02/
0028
Hilt
i Saf
ety
An
cho
r H
SC
-RA
nn
ex 1
of E
urop
ean
Pro
du
ct a
nd
inte
nd
ed u
seT
echn
ical
App
rova
lE
TA
-02/
0028
HS
C-R
saf
ety
anch
or (
exte
rnal
ly a
nd in
tern
ally
thre
aded
ver
sion
)
HS
C-A
RH
SC
-IR
b
olt w
ithsl
eeve
was
her
hexa
gon
bolt
with
slee
veco
nenu
tco
ne
Inst
alle
d co
nditi
on: H
SC
-AR
saf
ety
anch
or (
exte
rnal
ly th
read
ed v
ersi
on)
effe
ctiv
e an
chor
age
dept
h
dept
h of
dril
led
hole
fixtu
reth
ickn
ess
Inst
alle
d co
nditi
on: H
SC
-IR
saf
ety
anch
or (
inte
rnal
ly th
read
ed v
ersi
on)
scre
win
g de
pth
effe
ctiv
e an
chor
age
dept
h
dept
h of
dril
led
hole
Page 69 Dec 2012
Pag
e 9
of E
urop
ean
Tec
hnic
al A
ppro
val E
TA
-02/
0028
Hilt
i Saf
ety
An
cho
r H
SC
-RA
nn
ex 2
of E
urop
ean
Mat
eria
lsT
echn
ical
App
rova
lE
TA
-02/
0028
h ef =
40
mm
h ef =
50
mm
h ef =
60
mm
mar
king
for
1 1
2 2
34
HSC .. HSC ..
HS
C-I
R
HS
C-A
R
par
td
esig
nat
ion
mat
eria
l (st
ain
less
ste
el)
1co
ne b
olt w
ith e
xter
nal t
hrea
d1.
4401
, 1.4
571
EN
100
88A
4-70
E
N IS
O 3
506
cone
bol
t with
inte
rnal
thre
ad1.
4401
, 1.4
571
EN
100
88A
4-70
E
N IS
O 3
506
2ex
pans
ion
slee
ve1.
4401
, 1.4
571
EN
100
88
3w
ashe
r1.
4401
, 1.4
571
EN
100
88
4he
xago
n nu
t1.
4401
, 1.4
571
EN
100
88A
4-70
E
N IS
O 3
506
Tab
le 1
: M
ater
ials
Pag
e 10
of E
urop
ean
Tec
hnic
al A
ppro
val E
TA
-02/
0028
Hilt
i Saf
ety
An
cho
r H
SC
-RA
nn
ex 3
of E
urop
ean
Dim
ensi
on
s o
f an
cho
rT
echn
ical
App
rova
lE
TA
-02/
0028
Ext
ern
al t
hre
ad a
nch
or
HS
C-A
Rm
arki
ng H
ILT
I A4
mar
king
e.g
. HS
C-A
R M
8 x
40 /t
fix A
4
øb
ød
øe
l s
M..
HSC -AR
Anc
hor
type
HS
C-A
Rsi
ze
diam
eter
of
cone
bol
t
b [
mm
]
leng
th o
fex
pans
ion
slee
ve
l s [m
m]
diam
eter
of
expa
nsio
n sl
eeve
d [
mm
]
diam
eter
of
was
her
e [m
m]
M8
x 40
M8
13,5
40,8
13,5
16
M10
x 4
0M
1015
,540
,815
,520
M8
x 50
M8
13,5
50,8
13,5
16
M12
x 6
0M
1217
,560
,817
,524
Tab
le 2
: D
imen
sion
s fo
r ex
tern
ally
thre
aded
ver
sion
HS
C-A
R
Inte
rnal
th
read
an
cho
r H
SC
-IR
mar
king
HIL
TI A
4m
arki
ng e
.g.
HS
C-I
R M
6 x
40 A
4
øb
ød
l bl s
M..
HSC-IR
Anc
hor
type
HS
C-I
Rsi
ze
leng
th o
f con
ebo
lt
l b [
mm
]
diam
eter
of
cone
bol
t
b [
mm
]
leng
th o
fex
pans
ion
slee
ve
l s [m
m]
diam
eter
of
expa
nsio
n sl
eeve
d [
mm
]
M6
x 40
M6
43,3
13,5
40,8
13,5
M8
x 40
M8
43,8
15,5
40,8
15,5
M10
x 5
0M
1054
,817
,550
,817
,5
M10
x 6
0M
1064
,817
,560
,817
,5
M12
x 6
0M
1264
,819
,560
,819
,5
Tab
le 3
: D
imen
sion
s fo
r in
tern
ally
thre
aded
ver
sion
HS
C-I
R
Page 70 Dec 2012
Pag
e 11
of E
urop
ean
Tec
hnic
al A
ppro
val E
TA
-02/
0028
Hilt
i Saf
ety
An
cho
r H
SC
-RA
nn
ex 4
of E
urop
ean
Inst
alla
tio
n d
ata
Tec
hnic
al A
ppro
val
ET
A-0
2/00
28
Tab
le 4
:H
SC
-AR
Ext
erna
l thr
ead
anch
or
An
cho
r ty
pe
HS
C-A
RM
8x40
/ tfi
xM
10x4
0/ t
fix
M8x
50/ t
fix
M12
x60/
tfi
x
Nom
inal
dia
met
er o
f dril
l bit
d 0 [m
m]
1416
1418
Dep
th o
f dril
l hol
eh 1
[mm
]46
46,5
5668
Tor
que
mom
ent
Tin
st [N
m]
1020
1030
Dia
met
er o
f cle
aran
ce h
ole
in th
e fix
ture
d f [m
m]
912
914
Tab
le 5
:H
SC
-IR
Int
erna
l thr
ead
anch
or
Fas
teni
ng s
crew
or
thre
aded
rod
: Min
imum
str
engt
hcl
ass
A4-
70 a
ccor
ding
to E
N IS
O 3
506;
min
imum
scre
w d
epth
min
s; t
he le
ngth
of t
he fa
sten
ing
shal
lbe
det
erm
ined
dep
endi
ng o
n th
ickn
ess
of fi
xtur
e t fi
x,ad
mis
sibl
e to
lera
nces
and
ava
ilabl
e th
read
leng
thm
ax s
as
wel
l as
min
imum
scr
ewin
g de
pth
min
s.
An
cho
r ty
pe
HS
C-I
RM
6x40
M8x
40M
10x5
0M
10x6
0M
12x6
0
Nom
inal
dia
met
er o
f dril
l bit
d 0 [m
m]
1416
1818
20
Dep
th o
f dril
led
hole
h 1 [m
m]
4646
,556
6868
,5
Tor
que
mom
ent
Tin
st [N
m]
1010
2030
30
Dia
met
er o
f cle
aran
ce h
ole
in th
e fix
ture
d f [m
m]
79
1212
14
Scr
ewin
g de
pth
min
s [m
m]
68
1010
12
max
s [m
m]
1622
2828
30
h ef
h 1
t fix
s
h ef
h 1
Pag
e 12
of E
urop
ean
Tec
hnic
al A
ppro
val E
TA
-02/
0028
Hilt
i Saf
ety
An
cho
r H
SC
-RA
nn
ex 5
Min
imu
m d
ista
nce
s ;
char
acte
rist
icof
Eur
opea
nre
sist
ance
to
ten
sio
n lo
ads
Tec
hnic
al A
ppro
val
(des
ign
met
ho
d A
)E
TA
-02/
0028
Tab
le 6
:M
inim
um th
ickn
ess
of c
oncr
ete
mem
ber,
min
imum
spa
cing
and
min
imum
edg
e di
stan
ces
of a
ncho
rs
HS
C-A
RM
8x40
M10
x40
M8x
50M
12x6
0
Min
imum
thic
knes
s of
conc
rete
mem
ber
h min
[mm
]10
010
010
013
0
Min
imum
spa
cing
s min
[mm
]40
4050
60M
inim
um e
dge
dist
ance
c min
[mm
]40
4050
60
HS
C-I
RM
6x40
M8x
40M
10x5
0M
10x6
0M
12x6
0
Min
imum
thic
knes
s of
conc
rete
mem
ber
h min
[mm
]10
010
011
013
013
0
Min
imum
spa
cing
s min
[mm
]40
4050
6060
Min
imum
edg
e di
stan
cec m
in[m
m]
4040
5060
60
Tab
le 7
:C
hara
cter
istic
res
ista
nce
to te
nsio
n lo
ads
(des
ign
met
hod
A)
HS
C-A
RM
8x40
M10
x40
M8x
50M
12x6
0
Ste
el f
ailu
reC
hara
cter
istic
res
ista
nce
NR
k,s
[kN
]25
,640
,625
,659
,0P
artia
l saf
ety
fact
orγ M
s1,
87
Co
ncr
ete
con
e an
d s
plit
tin
g f
ailu
reE
ffect
ive
anch
orag
e de
pth
h ef
[mm
]40
4050
60
γ 21,
0P
artia
l saf
ety
fact
or in
crac
ked
and
non
crac
ked
conc
rete
γ Mc
= γ M
,sp
1,80
Spa
cing
s cr,
N[m
m]
120
120
150
180
Edg
e di
stan
cec c
r,N
[mm
]60
6075
90S
paci
ngs c
r,sp
[mm
]13
012
017
018
0E
dge
dist
ance
c cr,
sp[m
m]
6560
8590
HS
C-I
RM
6x40
M8x
40M
10x5
0M
10x6
0M
12x6
0
Ste
el f
ailu
reC
hara
cter
istic
res
ista
nce
NR
k,s
[kN
]14
,121
,426
,526
,531
,9P
artia
l saf
ety
fact
orγ M
s1,
87
Co
ncr
ete
con
e an
d s
plit
tin
g f
ailu
reE
ffect
ive
anch
orag
e de
pth
h ef
[mm
]40
4050
6060
γ 21,
0P
artia
l saf
ety
fact
or in
crac
ked
and
non
crac
ked
conc
rete
γ Mc
= γ M
,sp
1,80
Spa
cing
s cr,
N[m
m]
120
120
150
180
180
Edg
e di
stan
cec c
r,N
[mm
]60
6075
9090
Spa
cing
s cr,
sp[m
m]
130
120
170
180
180
Edg
e di
stan
cec c
r,sp
[mm
]65
6085
9090
Page 71 Dec 2012
Pag
e 13
of E
urop
ean
Tec
hnic
al A
ppro
val E
TA
-02/
0028
Hilt
i Saf
ety
An
cho
r H
SC
-RA
nn
ex 6
Ch
arac
teri
stic
res
ista
nce
to
of E
urop
ean
shea
r lo
ads
(des
ign
met
ho
d A
)T
echn
ical
App
rova
lE
TA
-02/
0028
Tab
le 8
:C
hara
cter
istic
res
ista
nce
to s
hear
load
s (d
esig
n m
etho
d A
)
HS
C-A
RM
8x40
M10
x40
M8x
50M
12x6
0
Ste
el f
ailu
re w
ith
ou
t le
ver
arm
Cha
ract
eris
tic r
esis
tanc
e V
Rk,
s[k
N]
12,8
20,3
12,8
29,5
Par
tial s
afet
y fa
ctor
γ Ms
1,56
Ste
el f
ailu
re w
ith
leve
r ar
m
Cha
ract
eris
tic r
esis
tanc
e M
Rk,
s[N
m]
2652
2692
Par
tial s
afet
y fa
ctor
γ Ms
1,56
Co
ncr
ete
pry
ou
t fa
ilure
Fac
tor
in e
quat
ion
(5.6
) of
ET
AG
Ann
ex C
, §5.
2.3.
3k
22
22
γ 21
Par
tial s
afet
y fa
ctor
γ Mc
1,80
Co
ncr
ete
edg
e fa
ilure
Effe
ctiv
e le
ngth
of a
ncho
rin
she
ar lo
adin
gl f
[mm
]40
4050
60
Ext
erna
l dia
met
er o
f anc
hor
d nom
[mm
]14
1614
18
γ 21
Par
tial s
afet
y fa
ctor
γ Mc
1,80
HS
C-I
RM
6x40
M8x
40M
10x5
0M
10x6
0M
12x6
0
Ste
el f
ailu
re w
ith
ou
t le
ver
arm
Cha
ract
eris
tic r
esis
tanc
e V
Rk,
s[k
N]
7,0
10,7
13,3
13,3
16,0
Par
tial s
afet
y fa
ctor
γ Ms
1,56
Ste
el f
ailu
re w
ith
leve
r ar
m
Cha
ract
eris
tic r
esis
tanc
e
M
Rk,
s[k
N]
1126
5252
92
Par
tial s
afet
y fa
ctor
γ
Ms
1,56
Co
ncr
ete
pry
ou
t fa
ilure
Fac
tor
in e
quat
ion
(5.6
) of
ET
AG
Ann
ex C
, §5.
2.3.
3k
22
22
2
γ 21
Par
tial s
afet
y fa
ctor
γ Mc
1,80
Co
ncr
ete
edg
e fa
ilure
Effe
ctiv
e le
ngth
of a
ncho
rin
she
ar lo
adin
gl f
[mm
]40
4050
6060
Ext
erna
l dia
met
er o
f anc
hor
d nom
[mm
]14
1618
1820
γ 21
Par
tial s
afet
y fa
ctor
γ Mc
1,80
Pag
e 14
of E
urop
ean
Tec
hnic
al A
ppro
val E
TA
-02/
0028
Hilt
i Saf
ety
An
cho
r H
SC
-RA
nn
ex 7
of E
urop
ean
Dis
pla
cem
ent
valu
es u
nd
er t
ensi
on
Tec
hnic
al A
ppro
val
load
sE
TA
-02/
0028
Tab
le 9
:D
ispl
acem
ents
und
er te
nsio
n lo
ads
HS
C-A
RM
8x40
M10
x40
M8x
50M
12x6
0
Ten
sion
load
in C
20/2
5(C
50/6
0) c
rack
ed c
oncr
ete
[kN
]3,
6 (
5,6)
3,6
(5,
6)5,
1 (
7,8)
6,6
(10
,3)
δ N0
[mm
]0,
4 (
0,5)
0,4
(0,
5)0,
4 (
0,5)
1,0
(0,
5)D
ispl
acem
ent
δ N∞
[mm
]0,
9 (
0,9)
1,0
(1,
0)0,
9 (
0,9)
1,0
(0,
9)
HS
C-I
RM
6x40
M8x
40M
10x5
0M
10x6
0M
12x6
0
Ten
sion
load
in C
20/2
5(C
50/6
0) c
rack
ed c
oncr
ete
[kN
]3,
6 (
5,6)
3,6
(5,
6)5,
1 (
7,8)
6,6
(10
,3)
6,6
(10
,3)
δ N0
[mm
]0,
4 (
0,5)
0,4
(0,
5)0,
5 (
1,0)
0,5
(1,
0)1,
0 (
1,0)
Dis
plac
emen
t
δ N∞
[mm
]0,
9 (
0,9)
1,0
(1,
0)1,
2 (
1,2)
0,9
(1,
0)1,
0 (
1,0)
HS
C-A
RM
8x40
M10
x40
M8x
50M
12x6
0
Ten
sion
load
in C
20/2
5(C
50/6
0) n
on-c
rack
edco
ncre
te
[kN
]5,
1 (
7,8)
5,1
(7,
8)7,
1 (
11,0
)9,
3 (
14,4
)
δ N0
[mm
]0,
1 (
0,2)
0,1
(0,
2)0,
1 (
0,2)
0,2
(0,
2)D
ispl
acem
ent
δ N∞
[mm
]0,
3 (
0,3)
0,3
(0,
3)0,
3 (
0,3)
0,3
(0,
3)
HS
C-I
RM
6x40
M8x
40M
10x5
0M
10x6
0M
12x6
0
Ten
sion
load
in C
20/2
5(C
50/6
0) n
on-c
rack
edco
ncre
te
[kN
]5,
1 (
7,6)
5,1
(7,
8)7,
1 (
11,0
)9,
3 (
14,4
)9,
3 (
14,4
)
δ N0
[mm
]0,
1 (
0,2)
0,1
(0,
2)0,
1 (
0,2)
0,2
(0,
2)0,
2 (
0,2)
Dis
plac
emen
t
δ N∞
[mm
]0,
3 (
0,3)
0,3
(0,
3)0,
3 (
0,3)
0,3
(0,
3)0,
3 (
0,3)
Page 72 Dec 2012
Pag
e 15
of E
urop
ean
Tec
hnic
al A
ppro
val E
TA
-02/
0028
Hilt
i Saf
ety
An
cho
r H
SC
-RA
nn
ex 8
of E
urop
ean
Dis
pla
cem
ent
valu
es u
nd
er s
hea
rT
echn
ical
App
rova
llo
ads
ET
A-0
2/00
28
Tab
le 1
0:D
ispl
acem
ents
und
er s
hear
load
s*
HS
C-A
RM
8x40
/15
M10
x40/
20M
8x50
/15
M12
x60/
20
She
ar lo
ad in
C20
/25
to C
50/6
0cr
acke
d an
d no
n-cr
acke
d co
ncre
te[k
N]
8,4
13,3
8,4
19,3
δ V0
[mm
]3,
0
(+1,
7)
3,0
(+1,
7)
2,8
(+1,
7)
3,0
(+1,
7)
Dis
plac
emen
t
δ V∞
[mm
]4,
5
(+1,
7)
4,5
(+1,
7)
4,3
(+1,
7)
4,5
(+1,
7)
HS
C-I
RM
6x40
M8x
40M
10x5
0M
10x6
0M
12x6
0
She
ar lo
ad in
C20
/25
to C
50/6
0cr
acke
d an
d no
n-cr
acke
d co
ncre
te[k
N]
4,6
7,0
8,7
8,7
10,4
δ V0
[mm
]3,
0
(+1,
7)
3,0
(+1,
7)
2,8
(+1,
7)
3,0
(+1,
7)
3,0
(+1,
7)
Dis
plac
emen
t
δ V∞
[mm
]4,
5
(+1,
7)
4,5
(+1,
7)
4,3
(+1,
7)
4,5
(+1,
7)
4,5
(+1,
7)*
The
dis
plac
emen
ts v
alue
s gi
ven
in ta
ble
10 c
orre
spon
d to
the
anch
or’s
ow
n de
form
atio
n. T
his
disp
lace
men
t is
acco
mpa
nied
by
adi
spla
cem
ent,
indi
cate
d in
bra
cket
s, li
nked
to th
e br
ingi
ng in
to c
onta
ct o
f th
e an
chor
’s b
ody
and
the
edge
of
the
drill
ed h
ole
in th
eco
ncre
te s
ubst
rate
on
the
one
hand
and
on
the
fixt
ure
on th
e ot
her
hand
.
Pag
e 16
of E
urop
ean
Tec
hnic
al A
ppro
val E
TA
-02/
0028
Hilt
i Saf
ety
An
cho
r H
SC
-RA
nn
ex 9
of E
urop
ean
Dri
llin
g a
nd
set
tin
g t
oo
lsT
echn
ical
App
rova
lE
TA
-02/
0028
Ste
pp
ed d
rill
bit
HS
C-B
HS
C-B
...
conn
ectio
n en
d
t
ød0
typ
edi
amet
er o
f dril
l bit
d0
[mm
]to
tal l
engt
ht
[mm
]H
SC
-B 1
4 x
4014
46H
SC
-B 1
6 x
4016
46,5
HS
C-B
14
x 50
1456
HS
C-B
18
x 50
1858
HS
C-B
18
x 60
1868
HS
C-B
20
x 60
2068
,5
Tab
le 1
1: D
imen
sion
s of
ste
pped
dril
l bit
Set
tin
g t
oo
l HS
C-M
W
inse
rtse
tting
tool
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c [m
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[mm
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[mm
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2: S
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SC
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sert
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sion
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.
Page 73 Dec 2012
Pag
e 17
of E
urop
ean
Tec
hnic
al A
ppro
val E
TA
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0028
Hilt
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Dri
llin
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echn
ical
App
rova
lE
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-02/
0028
Tab
le 1
3: R
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ng to
ols
and
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ped
drill
bits
for
HS
C-A
R
An
cho
r ty
pe
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C-A
RM
8 x
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fix
HS
C-A
RM
10 x
40/
tfi
x
HS
C-A
RM
8 x
50/ t
fix
HS
C-A
RM
12 x
60/
tfi
x
Ste
pped
dril
l bit
HS
C-B
14 x
40
HS
C-B
16 x
40
HS
C-B
14 x
50
HS
C-B
18 x
60
Set
ting
tool
HS
C-M
W14
HS
C-M
W16
HS
C-M
W14
HS
C-M
W18
Tab
le 1
4: R
equi
red
setti
ng to
ols
and
step
ped
drill
bits
for
HS
C-I
R
An
cho
r ty
pe
HS
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RM
6 x
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C-I
RM
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C-I
RM
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Ste
pped
dril
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HS
C-B
14 x
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HS
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16 x
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HS
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C-B
18 x
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HS
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Set
ting
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Inse
rt to
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-EW
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SC
-EW
20
Page 74 Dec 2012
Page 75 Dec 2012
Page 76 Dec 2012
Page 77 Dec 2012
Ref No Date Project Contractor Consulting Engineer Product Application
Job/Application Reference07-Apr-11
40649 09-10 Shangri-la and Traders HotelsSheraton and St. Regis Hotels
(Parcel 5&6)
TOP BUILDERS INTERNATIONAL CO.LTD
Safety anchor HSC-A M12x60/20 steel bracket fixing
40643 09-10 Shangri-la and Traders HotelsSheraton and St. Regis Hotels
(Parcel 5&6)
TOP BUILDERS GROUP LTD Safety anchor HSC-A M12x60/20 steel bracket fixing
40414 09-10 SHK Development, Tseung Kwan O (Area 56)
YKK AP FACADE HONG KONG LTD
Safety anchor HSC-A M12x60/20 cladding / pre-cast panel fixing
40385 09-10 MTR West Island Line MILLION HOPE INDUSTRIES LTD
Safety anchor HSC-I M8x40 steel bracket fixing
40384 09-10 MTR West Island Line MILLION HOPE INDUSTRIES LTD
Safety anchor HSC-I M12x60 steel bracket fixing
40383 09-10 MTR West Island Line MILLION HOPE INDUSTRIES LTD
Safety anchor HSC-I M10x50 steel bracket fixing
40382 09-10 MTR West Island Line MILLION HOPE INDUSTRIES LTD
Safety anchor HSC-A M8x40/15 steel bracket fixing
40381 09-10 MTR West Island Line MILLION HOPE INDUSTRIES LTD
Safety anchor HSC-A M12x60/20 steel bracket fixing
40033 05-10 KCRC Tai Wai Depot MAINTOP ENGINEERING LIMITED
Safety anchor HSC-A M12x60/20 cladding / pre-cast panel fixing
40032 05-10 KCRC Tai Wai Depot MAINTOP ENGINEERING LIMITED
Safety anchor HSC-A M10x40/20 cladding / pre-cast panel fixing
39826 02-10 Union Square 7, Kowloon Station KAM KEE STEEL WORKS LTD Safety anchor HSC-AR M12x60/20 steel hanger fixing
39744 01-10 Union Square 7, Kowloon Station HANG CHUN METAL WORKS LTD.
Safety anchor HSC-IR M10x50 cladding / pre-cast panel fixing
39682 01-10 PTM Projects - Sun Hung Kai CHEVALIER (ALUMINIUM ENG) LTD
Safety anchor HSC-I M12x60 glass rail fixing
Units 701-704, 7/F, Tower A, Manulife Financial Centre, No 223 Wai Yip Street, Kwun Tong, Kowloon, Hong Kong. 1Hotline : 8228 8118 Fax : 29541751
Page 78 Dec 2012
Ref No Date Project Contractor Consulting Engineer Product Application
Job/Application Reference20-Feb-10
39616 12-09 Wynn Macau Casino VAFORD CONTRACTING CO LTD
Safety anchor HSC-I M12x60 hand rail fixing
39617 12-09 Wynn Macau Casino VAFORD CONTRACTING CO LTD
Setting tool TE-C-HSC-MW20 hand rail fixing
39384 11-09 Union Square 7, Kowloon Station HANG CHUN METAL WORKS LTD.
Safety anchor HSC-IR M12x60 cladding / pre-cast panel fixing
39162 10-09 PTM Projects - Sun Hung Kai HANG CHUN METAL WORKS LTD.
Safety anchor HSC-IR M8x40 cladding / pre-cast panel fixing
38902 09-09 Union Square 7, Kowloon Station WAH ON (CHINA HONGKONG) ENG CO LTD
Setting tool TE-C HSC-MW18 hand rail fixing
38901 09-09 Union Square 7, Kowloon Station WAH ON (CHINA HONGKONG) ENG CO LTD
Stop drill bit TE-C-HSC-B 18x60 hand rail fixing
38900 09-09 Union Square 7, Kowloon Station WAH ON (CHINA HONGKONG) ENG CO LTD
Safety anchor HSC-AR M12x60/20 hand rail fixing
38598 08-09 PTM Projects - Hsin Chong TEAMBO ENGINEERING LTD Setting tool TE-C-HSC-MW14 hand rail fixing
38597 08-09 PTM Projects - Hsin Chong TEAMBO ENGINEERING LTD Safety anchor HSC-I M6x40 hand rail fixing
38309 07-09 PTM Projects - Yau Lee YUK KWAN ENG CO. Safety anchor HSC-I M6x40 hand rail fixing
38018 06-09 PTM Projects - Paul Y HANG YICK GATE ENG CO Safety anchor HSC-A M12*60/20 staircase fencing fixing
38111 06-09 Wynn Macau Casino LUEN HING ENGINEERING CO Safety anchor HSC-I M12*60 steel hanger fixing
38020 06-09 PTM Projects - Shui On HANG YICK GATE ENG CO Safety anchor HSC-A M10*40/20 staircase fencing fixing
37524 04-09 Le Royal Arc HANG TAK ENGINEERING CO LTD
Safety anchor HSC-A M8*50/15 hand rail fixing
37523 04-09 Le Royal Arc HANG TAK ENGINEERING CO LTD
Safety anchor HSC-A M8*40/15 hand rail fixing
37103 03-09 PTM Projects - Paul Y HANG YICK GATE ENG CO Safety anchor HSC-I M12*60 staircase fencing fixing
Units 701-704, 7/F, Tower A, Manulife Financial Centre, No 223 Wai Yip Street, Kwun Tong, Kowloon, Hong Kong. 1Hotline : 8228 8118 Fax : 29541751
Ref No Date Project Contractor Consulting Engineer Product Application
Job/Application Reference20-Feb-10
36829 02-09 Lohas Park Phase 1 & Phase 2 SAN PO METAL WORKS & ENG CO.
Safety anchor HSC-I M12*60 glass rail fixing
36553 01-09 Airport HONGAN CONSTRUCTION CO LTD
Safety anchor HSC-A M12*60/20 steel hanger fixing
36620 01-09 KCRC Fo Tan Depot - Ho Tung Lau MAXGRAND LIMITED Safety anchor HSC-I M8*40 roofing fixing
36619 01-09 KCRC Fo Tan Depot - Ho Tung Lau MAXGRAND LIMITED Safety anchor HSC-I M10*50 roofing fixing
Units 701-704, 7/F, Tower A, Manulife Financial Centre, No 223 Wai Yip Street, Kwun Tong, Kowloon, Hong Kong. 2Hotline : 8228 8118 Fax : 29541751
Page 79 Dec 2012
Ref No Date Project Contractor Consulting Engineer Product Application
Job/Application Reference20-Jul-09
33359 12-08 PTM Projects - Sun Hung Kai CHEVALIER (ALUMINIUM ENG) LTD
Safety anchor HSC-I M10*60 cladding / pre-cast panel fixing
33954 12-08 PTM Projects - E-man LUEN ON ALUM ENGRG CO LTD
Safety anchor HSC-I M10*50 steel bracket fixing
33466 12-08 KCRC Tai Wai Depot MIDI ALUM FABRICATOR LTD Safety anchor HSC-A M8*50/15 curtain wall fixing
33953 12-08 PTM Projects - E-man LUEN ON ALUM ENGRG CO LTD
Safety anchor HSC-AR M10*40/20 steel bracket fixing
33450 12-08 PTM Projects - Sun Hung Kai ACME METAL WORKS INT'L LTD
Safety anchor HSC-I M10*50 window fixing
33451 12-08 PTM Projects - Sun Hung Kai ACME METAL WORKS INT'L LTD
Safety anchor HSC-I M12*60 window fixing
32213 11-08 Shangri-la and Traders HotelsSheraton and St. Regis Hotels
(Parcel 5&6)
CHEUNG WAH ENGINEERING LTD
Safety anchor HSC-AR M12*60/20 MVAC fixing
32212 11-08 Shangri-la and Traders HotelsSheraton and St. Regis Hotels
(Parcel 5&6)
CHEUNG WAH ENGINEERING LTD
Safety anchor HSC-A M12*60/20 MVAC fixing
32377 11-08 PTM Projects - Sun Hung Kai ACME METAL WORKS INT'L LTD
Safety anchor HSC-I M10*50 window fixing
32355 11-08 PTM Projects - China State HACELY FACADE ENGINEERING LTD
Safety anchor HSC-AR M12*60/20 curtain wall fixing
32286 11-08 PTM Projects - Sun Hung Kai CHEVALIER (ALUMINIUM ENG) LTD
Safety anchor HSC-I M10*60 cladding / pre-cast panel fixing
32940 11-08 KCRC NOBLE ENG LTD Safety anchor HSC-AR M8*50/15 steel bracket fixing
32965 11-08 KCRC MAXGRAND LTD Safety anchor HSC-I M10*50 electrical services fixing
32002 11-08 PTM Projects - Hanison YUK KWAN ENG CO. Safety anchor HSC-A M10*40/20 steel hanger fixing
32359 11-08 PTM Projects - E-man KO SING ENG LTD Safety anchor HSC-A M8*50/15 window fixing
Units 701-704, 7/F, Tower A, Manulife Financial Centre, No 223 Wai Yip Street, Kwun Tong, Kowloon, Hong Kong.Hotline : 8228 8118 Fax : 29541751
Ref No Date Project Contractor Consulting Engineer Product Application
Job/Application Reference20-Jul-09
32424 11-08 PTM Projects - Sun Hung Kai HOP KEE (KAM FAI) ENG CO LTD
Safety anchor HSC-IR M10*50 steel hanger fixing
31981 11-08 PTM Projects - Yau Lee HANG YICK GATE ENG CO Safety anchor HSC-I M6*40 hand rail fixing
32304 11-08 PTM Projects - Yau Lee YAU LEE CONST CO LTD Safety anchor HSC-I M6*40 cladding / pre-cast panel fixing
31213 10-08 PTM Projects - Sun Hung Kai ACME METAL WORKS INT'L LTD
Safety anchor HSC-I M10*50 window fixing
30848 10-08 PTM Projects - Hanison YUK KWAN ENG CO. Safety anchor HSC-A M10*40/20 steel bracket fixing
31022 10-08 Shangri-la and Traders HotelsSheraton and St. Regis Hotels
(Parcel 5&6)
CHEUNG WAH ENGINEERING LTD
Safety anchor HSC-AR M12*60/20 MVAC fixing
31710 10-08 Shangri-la and Traders HotelsSheraton and St. Regis Hotels
(Parcel 5&6)
VAFORD CONTRACTING CO LTD
Safety anchor HSC-A M12*60/20 hand rail fixing
31711 10-08 Shangri-la and Traders HotelsSheraton and St. Regis Hotels
(Parcel 5&6)
VAFORD CONTRACTING CO LTD
Safety anchor HSC-I M10*50 hand rail fixing
31912 10-08 Airport STEADY ENGINEERING COMPANY LTD
Safety anchor HSC-I M10*50 lighting euqipment fixing
31911 10-08 Airport STEADY ENGINEERING COMPANY LTD
Safety anchor HSC-A M10*40/20 lighting euqipment fixing
30124 09-08 PTM Projects - E-man SHUN TAI STEEL WORKS LTD Safety anchor HSC-I M12*60 steel hanger fixing
29683 09-08 PTM Projects - Yau Lee HANG YICK GATE ENG CO Safety anchor HSC-I M6*40 hand rail fixing
30043 09-08 Airport UNISON PROJECTS CO LTD Safety anchor HSC-A M12*60/20 cladding / pre-cast panel fixing
30063 09-08 PTM Projects - China State HACELY FACADE ENGINEERING LTD
Safety anchor HSC-AR M12*60/20 curtain wall fixing
29905 09-08 Shangri-la and Traders HotelsSheraton and St. Regis Hotels
(Parcel 5&6)
HUGE TRUMP ENGINEERING LIMITED
Safety anchor HSC-A M12*60/20 electrical services fixing
Units 701-704, 7/F, Tower A, Manulife Financial Centre, No 223 Wai Yip Street, Kwun Tong, Kowloon, Hong Kong. 2Hotline : 8228 8118 Fax : 29541751
Page 80 Dec 2012
Ref No Date Project Contractor Consulting Engineer Product Application
Job/Application Reference20-Jul-09
30106 09-08 KCRC MIDI ALUM FABRICATOR LTD Safety anchor HSC-A M8*50/15 window fixing
29896 09-08 Shangri-la and Traders HotelsSheraton and St. Regis Hotels
(Parcel 5&6)
COMPANHIA DE ENGENHARIS HUNG LEE,
Safety anchor HSC-A M12*60/20 electrical services fixing
29247 08-08 Four Seasons Hotel, Macau (Parcel 2) TOPFINE CURTAIN WALL ENGINEERING
Safety anchor HSC-AR M12*60/20 window fixing
28977 08-08 Airport UNISON PROJECTS CO LTD Safety anchor HSC-A M12*60/20 cladding / pre-cast panel fixing
29465 08-08 Shangri-la and Traders HotelsSheraton and St. Regis Hotels
(Parcel 5&6)
VAFORD CONTRACTING CO LTD
Safety anchor HSC-A M12*60/20 hand rail fixing
29660 08-08 PTM Projects - Sun Hung Kai BOTH ARTS ENG CO Safety anchor HSC-IR M10*50 cladding / pre-cast panel fixing
29046 08-08 Airport WOO KEE STEEL WORKS Safety anchor HSC-I M12*60 steel hanger fixing
29350 08-08 PTM Projects - Sun Hung Kai JUMBO ORIENT CONTRACTING LTD
Safety anchor HSC-IR M10*50 steel hanger fixing
29659 08-08 PTM Projects - Sun Hung Kai BOTH ARTS ENG CO Safety anchor HSC-AR M8*40/15 cladding / pre-cast panel fixing
29076 08-08 PTM Projects - Sun Hung Kai HOP KEE (KAM FAI) ENG CO LTD
Safety anchor HSC-A M8*40/15 steel hanger fixing
28300 07-08 PTM Projects - E-man JUMBO ORIENT CONTRACTING LTD
Safety anchor HSC-IR M10*50 steel hanger fixing
28026 07-08 PTM Projects - Hip Hing HOP KEE (KAM FAI) ENG CO LTD
Safety anchor HSC-A M8*40/15 steel hanger fixing
27924 07-08 Airport UNISON PROJECTS CO LTD Safety anchor HSC-A M8*50/15 cladding / pre-cast panel fixing
27939 07-08 PTM Projects - China State APEX CURTAIN WALL & WINDOW LTD
Safety anchor HSC-I M6*40 window fixing
27979 07-08 KCRC MIDI ALUM FABRICATOR LTD Safety anchor HSC-A M12*60/20 window fixing
Hong Kong.Units 701-704, 7/F, Tower A, Manulife Financial Centre, No 223 Wai Yip Street, Kwun Tong, Kowloon, Hong Kong. 3Hotline : 8228 8118 Fax : 29541751
Ref No Date Project Contractor Consulting Engineer Product Application
Job/Application Reference20-Jul-09
28444 07-08 Shangri-la and Traders HotelsSheraton and St. Regis Hotels
(Parcel 5&6)
VAFORD CONTRACTING CO LTD
Safety anchor HSC-A M12*60/20 catch fence fixing
28445 07-08 Shangri-la and Traders HotelsSheraton and St. Regis Hotels
(Parcel 5&6)
VAFORD CONTRACTING CO LTD
Safety anchor HSC-AR M12*60/20 catch fence fixing
27824 07-08 PTM Projects - E-man KERVIN ENGINEERING COMPANY LIMITED
Safety anchor HSC-A M8*50/15 electrical services fixing
28400 07-08 Four Seasons Hotel, Macau (Parcel 2) VAFORD CONTRACTING CO LTD
Safety anchor HSC-I M12*60 catch fence fixing
27581 07-08 PTM Projects - Shui On MING TAI ENG CO LTD Safety anchor HSC-I M6*40 hand rail fixing
27923 07-08 Airport UNISON PROJECTS CO LTD Safety anchor HSC-A M12*60/20 cladding / pre-cast panel fixing
28645 07-08 PTM Projects - Sun Hung Kai BOTH ARTS ENG CO Safety anchor HSC-IR M10*50 cladding / pre-cast panel fixing
28399 07-08 Four Seasons Hotel, Macau (Parcel 2) VAFORD CONTRACTING CO LTD
Safety anchor HSC-A M12*60/20 catch fence fixing
26571 06-08 PTM Projects - Hanison HANG YICK GATE ENG CO Safety anchor HSC-I M6*40 hand rail fixing
26572 06-08 PTM Projects - Hanison HANG YICK GATE ENG CO Safety anchor HSC-IR M6*40 hand rail fixing
27020 06-08 PTM Projects - Hsin Chong HSIN CHONG CONSTRUCTION (ASIA) LTD
Safety anchor HSC-A M8*50/15 steel hanger fixing
26790 06-08 Shangri-la and Traders HotelsSheraton and St. Regis Hotels
(Parcel 5&6)
HUGE TRUMP ENGINEERING LIMITED
Safety anchor HSC-A M12*60/20 MVAC fixing
26597 06-08 PTM Projects - Shui On MING TAI ENG CO LTD Safety anchor HSC-I M6*40 hand rail fixing
27308 06-08 Four Seasons Hotel, Macau (Parcel 2) VAFORD CONTRACTING CO LTD
Safety anchor HSC-AR M8*40/15 glass fencing / balustrade fixing
26575 06-08 PTM Projects - Paul Y HANG YICK GATE ENG CO Safety anchor HSC-I M6*40 hand rail fixing
Units 701-704, 7/F, Tower A, Manulife Financial Centre, No 223 Wai Yip Street, Kwun Tong, Kowloon, Hong Kong. 4Hotline : 8228 8118 Fax : 29541751
Page 81 Dec 2012
Ref No Date Project Contractor Consulting Engineer Product Application
Job/Application Reference20-Jul-09
26908 06-08 Airport UNISON PROJECTS CO LTD Safety anchor HSC-A M8*50/15 cladding / pre-cast panel fixing
26589 06-08 Airport MPS CONSTRUCTION MATERIALS LTD
Safety anchor HSC-I M12*60 hand rail fixing
27348 06-08 PTM Projects - E-man LUEN ON ALUM ENGRG CO LTD
Safety anchor HSC-AR M10*40/20 window fixing
26907 06-08 Airport UNISON PROJECTS CO LTD Safety anchor HSC-A M12*60/20 cladding / pre-cast panel fixing
25498 05-08 PTM Projects - Hanison HANG YICK GATE ENG CO Safety anchor HSC-I M6*40 hand rail fixing
25531 05-08 PTM Projects - Shui On MING TAI ENG CO LTD Safety anchor HSC-I M6*40 hand rail fixing
26327 05-08 Four Seasons Hotel, Macau (Parcel 2) VAFORD CONTRACTING CO LTD
Safety anchor HSC-I M12*60 glass fencing / balustrade fixing
26141 05-08 Four Seasons Hotel, Macau (Parcel 2) TOPFINE CURTAIN WALL ENGINEERING
Safety anchor HSC-IR M12*60 window fixing
25752 05-08 PTM Projects - E-man KERVIN ENGINEERING COMPANY LIMITED
Safety anchor HSC-A M8*50/15 MVAC fixing
25499 05-08 PTM Projects - Hanison HANG YICK GATE ENG CO Safety anchor HSC-IR M6*40 hand rail fixing
25701 05-08 Shangri-la and Traders HotelsSheraton and St. Regis Hotels
(Parcel 5&6)
HUGE TRUMP ENG. LTD. Safety anchor HSC-A M12*60/20 MVAC fixing
25530 05-08 PTM Projects - Paul Y YUK KWAN ENG CO. Safety anchor HSC-I M6*40 hand rail fixing
24140 04-08 Four Seasons Hotel, Macau (Parcel 2) VAFORD CONTRACTING CO LTD
Safety anchor HSC-A M12*60/20 hand rail fixing
23353 04-08 PTM Projects - Hanison HANG YICK GATE ENG CO Safety anchor HSC-IR M6*40 hand rail fixing
23365 04-08 Hong Kong Disneyland LEADER CONSTRUCTION ENGINEERING LTD
OAP / Maunsell / Meinhardt Safety anchor HSC-I M8*40 hand rail fixing
24185 04-08 PTM Projects - E-man LUEN ON DECORATION WORK COMPANY
Safety anchor HSC-IR M10*50 cladding / pre-cast panel fixing
Units 701-704, 7/F, Tower A, Manulife Financial Centre, No 223 Wai Yip Street, Kwun Tong, Kowloon, Hong Kong. 5Hotline : 8228 8118 Fax : 29541751
Ref No Date Project Contractor Consulting Engineer Product Application
Job/Application Reference20-Jul-09
24141 04-08 Four Seasons Hotel, Macau (Parcel 2) VAFORD CONTRACTING CO LTD
Safety anchor HSC-I M12*60 hand rail fixing
23979 04-08 Four Seasons Hotel, Macau (Parcel 2) TOPFINE CURTAIN WALL ENGINEERING
Safety anchor HSC-AR M12*60/20 window fixing
23352 04-08 PTM Projects - Hanison HANG YICK GATE ENG CO Safety anchor HSC-I M6*40 hand rail fixing
23081 03-08 Shangri-la and Traders HotelsSheraton and St. Regis Hotels
(Parcel 5&6)
TOPFINE CURTAIN WALL ENGINEERING
Safety anchor HSC-IR M12*60 window fixing
22920 03-08 Airport WING DIK ENGINEERING CO. LTD.
Safety anchor HSC-I M10*50 steel hanger fixing
23183 03-08 Four Seasons Hotel, Macau (Parcel 2) VAFORD CONTRACTING CO LTD
Safety anchor HSC-I M12*60 catch fence fixing
23209 03-08 PTM Projects - E-man LUEN ON ALUM ENGRG CO LTD
Safety anchor HSC-AR M10*40/20 window fixing
23092 03-08 PTM Projects - China State CHINA STATE CONST ENG COR
Safety anchor HSC-A M10*40/20 curtain wall fixing
23207 03-08 PTM Projects - E-man LUEN ON ALUM ENGRG CO LTD
Safety anchor HSC-A M10*40/20 window fixing
23208 03-08 PTM Projects - E-man LUEN ON ALUM ENGRG CO LTD
Safety anchor HSC-A M8*50/15 window fixing
23214 03-08 PTM Projects - E-man LUEN ON DECORATION WORK COMPANY
Safety anchor HSC-AR M8*50/15 window fixing
23215 03-08 PTM Projects - E-man LUEN ON DECORATION WORK COMPANY
Safety anchor HSC-IR M10*50 window fixing
22637 03-08 PTM Projects - Hanison HANG YICK GATE ENG CO Safety anchor HSC-IR M6*40 hand rail fixing
22870 03-08 PTM Projects - China State APEX CURTAIN WALL & WINDOW LTD
Safety anchor HSC-I M10*50 window fixing
23252 03-08 The Venetian Casino Resort (Parcel 1) CHONG HING HONG Safety anchor HSC-AR M8*50/15 marble / granite fixing
Units 701-704, 7/F, Tower A, Manulife Financial Centre, No 223 Wai Yip Street, Kwun Tong, Kowloon, Hong Kong.6Hotline : 8228 8118 Fax : 29541751
Page 82 Dec 2012
Ref No Date Project Contractor Consulting Engineer Product Application
Job/Application Reference20-Jul-09
22584 02-08 Metro Harbour View Phase 3 LUEN ON DECORATION WORK COMPANY
Stephen Cheng / MECS Safety anchor HSC-IR M10*50 window fixing
22332 02-08 Union Square Phase 7 LUCKY HOUSE OAP / JRP Safety anchor HSC-A M12*60/20 steel bracket fixing
22506 02-08 Four Seasons Hotel, Macau (Parcel 2) TOPFINE CURTAIN WALL ENGINEERING
Safety anchor HSC-AR M12*60/20 window fixing
22567 02-08 Four Seasons Hotel, Macau (Parcel 2) VAFORD CONTRACTING CO LTD
Safety anchor HSC-A M8*40/15 catch fence fixing
22625 02-08 PTM Projects - Sun Hung Kai BOTH ARTS ENG CO Safety anchor HSC-I M10*50 glass fencing / balustrade fixing
22049 01-08 Chinese University Shatin Hotel Development
MIDI ALUM FABRICATOR LTD Wong Pak Lam / PBA Safety anchor HSC-IR M12*60 curtain wall fixing
22292 01-08 Four Seasons Hotel, Macau (Parcel 2) DING LIK METAL MANUFACTURER LTD
Safety anchor HSC-I M12*60 glass rail fixing
Units 701-704, 7/F, Tower A, Manulife Financial Centre, No 223 Wai Yip Street, Kwun Tong, Kowloon, Hong Kong. 7Hotline : 8228 8118 Fax : 29541751
Page 83 Dec 2012
Ref No Date Project Contractor Consulting Engineer Product Application
Job/Application Reference29-Apr-08
20386 12-07 Pacific Place Renovation REX DECORATION LTD Wong & Ouyang Setting tool TE-C-HSC-MW14 steel hanger fixing
21378 12-07 Metro Harbour View Phase 3 LUEN ON ALUM ENGRG CO LTD
Stephen Cheng / MECS Safety anchor HSC-A M8*50/15 curtain wall fixing
20385 12-07 Pacific Place Renovation REX DECORATION LTD Wong & Ouyang Safety anchor HSC-I M6*40 steel hanger fixing
20789 12-07 Chinese University Shatin Hotel Development
MIDI ALUM FABRICATOR LTD Wong Pak Lam / PBA Safety anchor HSC-AR M12*60/20 curtain wall fixing
18294 11-07 Chinese University Shatin Hotel Development
HOI PAK ENG CO LTD Wong Pak Lam / PBA Safety anchor HSC-AR M12*60/20 steel bracket fixing
18620 11-07 Chinese University Shatin Hotel Development
MIDI ALUM FABRICATOR LTD Wong Pak Lam / PBA Safety anchor HSC-AR M12*60/20 curtain wall fixing
19025 11-07 Four Seasons Hotel, Macau VAFORD CONTRACTING CO LTD
OAP / PBA / Arup Façade Safety anchor HSC-I M10*50 overhead line fixing
18219 11-07 Hong Kong Disneyland LEADER CONSTRUCTION ENGINEERING LTD
OAP / Maunsell / Meinhardt Safety anchor HSC-I M8*40 steel hanger fixing
18575 11-07 Tai Lin Pai Road Commercial Development
ACME METAL WORKS INT'L LTD
OAP Setting tool TE-C HSC-MW18 curtain wall fixing
19024 11-07 Four Seasons Hotel, Macau VAFORD CONTRACTING CO LTD
OAP / PBA / Arup Façade Safety anchor HSC-A M8*50/15 overhead line fixing
18426 11-07 Hong Kong Disneyland UNION MANOR LTD OAP / Maunsell / Meinhardt Safety anchor HSC-A M8*50/15 MVAC fixing
18574 11-07 Tai Lin Pai Road Commercial Development
ACME METAL WORKS INT'L LTD
OAP Safety anchor HSC-I M10*50 curtain wall fixing
17314 10-07 Hong Kong Disneyland UNION MANOR LTD OAP / Maunsell / Meinhardt Safety anchor HSC-A M8*40/15 air duct fixing
18151 10-07 Union Square Phase 7 LUCKY HOUSE OAP / JRP Safety anchor HSC-A M12*60/20 glass rail fixing
18143 10-07 Chinese University Shatin Hotel Development
SHUN HOO ENGINEERING CO Wong Pak Lam / PBA Safety anchor HSC-AR M12*60/20 glass fencing / balustrade fixing
17510 10-07 Chinese University Shatin Hotel Development
MIDI ALUM FABRICATOR LTD Wong Pak Lam / PBA Safety anchor HSC-AR M12*60/20 cladding / pre-cast panel fixing
Units 701-704, 7/F, Tower A, Manulife Financial Centre, No 223 Wai Yip Street, Kwun Tong, Kowloon, Hong Kong. 1Hotline : 8228 8118 Fax : 29541751
Ref No Date Project Contractor Consulting Engineer Product Application
Job/Application Reference29-Apr-08
16776 09-07 Arcdetriomphe Macau YING WAH CONSTRUCTION (MACAU) CO
Wong Pak Lam / JRP Safety anchor HSC-A M8*40/15 hand rail fixing
16778 09-07 Arcdetriomphe Macau YING WAH CONSTRUCTION (MACAU) CO
Wong Pak Lam / JRP Stop drill bit TE-C HSC-B 14*40 hand rail fixing
16624 09-07 Public Housing Fanling Area 36 Phase 2
CHINA STATE CONST ENG COR
Housing Authority Safety anchor HSC-A M10*40/20 metal gate fixing
16777 09-07 Arcdetriomphe Macau YING WAH CONSTRUCTION (MACAU) CO
Wong Pak Lam / JRP Setting tool TE-C-HSC-MW14 hand rail fixing
16552 09-07 MGM Grand Macau SAN TAK POU ENGINEERING &
Siu Yin Wai / JRP / Hyder Setting tool TE-C HSC-MW18 machine fixing
15980 09-07 Union Square Phase 7 SZE CHEONG (HK) ENG CO LTD
OAP / JRP Safety anchor HSC-A M12*60/20 steel bracket fixing
16551 09-07 MGM Grand Macau SAN TAK POU ENGINEERING &
Siu Yin Wai / JRP / Hyder Safety anchor HSC-AR M12*60/20 machine fixing
16626 09-07 Public Housing Fanling Area 36 Phase 2
CHINA STATE CONST ENG COR
Housing Authority Stop drill bit TE-C HSC-B 16*40 metal gate fixing
16402 09-07 Development of Ponte 16, Macau ACME GONDOLA SYSTEMS LIMITED
CAA / Maunsell Safety anchor HSC-I M12*60 gondola fixing
16561 09-07 Development of Ponte 16, Macau ACME GONDOLA SYSTEMS LIMITED
CAA / Maunsell Safety anchor HSC-I M12*60 machine fixing
16583 09-07 The Venetian Casino Resort, Macau OFIC FERRAGENS OU SON OAP / PBA / Hyder / Arup Façade
Safety anchor HSC-A M10*40/20 hanger fixing
16586 09-07 The Venetian Casino Resort, Macau OFIC FERRAGENS OU SON OAP / PBA / Hyder / Arup Façade
Stop drill bit TE-C HSC-B 16*40 hanger fixing
16553 09-07 MGM Grand Macau SAN TAK POU ENGINEERING &
Siu Yin Wai / JRP / Hyder Stop drill bit TE-C HSC-B 18*60 machine fixing
15989 09-07 Hong Kong Disneyland LEADER CONSTRUCTION ENGINEERING LTD
OAP / Maunsell / Meinhardt Safety anchor HSC-I M8*40 hand rail fixing
16232 09-07 Hong Kong Disneyland UNION MANOR LTD OAP / Maunsell / Meinhardt Safety anchor HSC-A M10*40/20 MVAC fixing
Units 701-704, 7/F, Tower A, Manulife Financial Centre, No 223 Wai Yip Street, Kwun Tong, Kowloon, Hong Kong. 2Hotline : 8228 8118 Fax : 29541751
Page 84 Dec 2012
Ref No Date Project Contractor Consulting Engineer Product Application
Job/Application Reference29-Apr-08
16415 09-07 Chinese University Shatin Hotel Development
MIDI ALUM FABRICATOR LTD Wong Pak Lam / PBA Safety anchor HSC-AR M8*50/15 curtain wall fixing
16759 09-07 Chinese University Shatin Hotel Development
PENTA-OCEAN CONST CO LTD
Wong Pak Lam / PBA Setting tool TE-C HSC-MW18 steel bracket fixing
16231 09-07 Hong Kong Disneyland ALLIANCE BUILDING SERVICES ENG LTD.
OAP / Maunsell / Meinhardt Safety anchor HSC-A M8*40/15 MVAC fixing
16758 09-07 Chinese University Shatin Hotel Development
PENTA-OCEAN CONST CO LTD
Wong Pak Lam / PBA Safety anchor HSC-I M10*50 steel bracket fixing
16233 09-07 Hong Kong Disneyland UNION MANOR LTD OAP / Maunsell / Meinhardt Safety anchor HSC-A M8*40/15 MVAC fixing
16760 09-07 Chinese University Shatin Hotel Development
PENTA-OCEAN CONST CO LTD
Wong Pak Lam / PBA Stop drill bit TE-C HSC-B 18*50 steel bracket fixing
16625 09-07 Public Housing Fanling Area 36 Phase 2
CHINA STATE CONST ENG COR
Housing Authority Setting tool TE-C-HSC-MW16 metal gate fixing
16460 09-07 Hong Kong Disneyland KRUEGER ENG (ASIA) LTD OAP / Maunsell / Meinhardt Safety anchor HSC-I M12*60 electrical services fixing
14918 08-07 Hong Kong Disneyland LEADER CONSTRUCTION ENGINEERING LTD
OAP / Maunsell / Meinhardt Safety anchor HSC-I M8*40 steel hanger fixing
15503 08-07 MGM Grand Macau HING WAH CONSTRUCTION COMPANY LTD
Siu Yin Wai / JRP / Hyder Stop drill bit TE-C HSC-B 14*40 steel bracket fixing
15498 08-07 MGM Grand Macau HING WAH CONSTRUCTION COMPANY LTD
Siu Yin Wai / JRP / Hyder Safety anchor HSC-IR M6*40 steel bracket fixing
15356 08-07 Hong Kong Disneyland KRUEGER ENG (ASIA) LTD OAP / Maunsell / Meinhardt Safety anchor HSC-IR M10*50 electrical services fixing
15156 08-07 Hong Kong Disneyland ALLIANCE BUILDING SERVICES ENG LTD.
OAP / Maunsell / Meinhardt Safety anchor HSC-A M8*40/15 air duct fixing
15157 08-07 Hong Kong Disneyland UNION MANOR LTD OAP / Maunsell / Meinhardt Safety anchor HSC-A M8*50/15 air duct fixing
15358 08-07 Hong Kong Disneyland KRUEGER ENG (ASIA) LTD OAP / Maunsell / Meinhardt Setting tool TE-C HSC-MW18 electrical services fixing
15499 08-07 MGM Grand Macau HING WAH CONSTRUCTION COMPANY LTD
Siu Yin Wai / JRP / Hyder Setting tool TE-C-HSC-MW14 steel bracket fixing
Units 701-704, 7/F, Tower A, Manulife Financial Centre, No 223 Wai Yip Street, Kwun Tong, Kowloon, Hong Kong. 3Hotline : 8228 8118 Fax : 29541751
Ref No Date Project Contractor Consulting Engineer Product Application
Job/Application Reference29-Apr-08
15217 08-07 Kowloon Southern Link LINK 200 JOINT VENTURE Maunsell / Mott Connell / Jacobs Babtie
Safety anchor HSC-A M10*40/20 steel hanger fixing
15256 08-07 Public Housing Fanling Area 36 Phase 2
CHINA STATE CONST ENG COR
Housing Authority Safety anchor HSC-A M10*40/20 steel hanger fixing
15359 08-07 Hong Kong Disneyland KRUEGER ENG (ASIA) LTD OAP / Maunsell / Meinhardt Stop drill bit TE-C HSC-B 18*50 electrical services fixing
15924 08-07 Metro Harbour View Phase 3 LUEN ON ALUM ENGRG CO LTD
Stephen Cheng / MECS Setting tool TE-C-HSC-MW14 window fixing
15306 08-07 Chinese University Shatin Hotel Development
MIDI ALUM FABRICATOR LTD Wong Pak Lam / PBA Safety anchor HSC-AR M8*50/15 window fixing
15925 08-07 Metro Harbour View Phase 3 LUEN ON ALUM ENGRG CO LTD
Stephen Cheng / MECS Stop drill bit TE-C HSC-B 14*40 window fixing
15923 08-07 Metro Harbour View Phase 3 LUEN ON ALUM ENGRG CO LTD
Stephen Cheng / MECS Safety anchor HSC-IR M10*50 window fixing
15895 08-07 Union Square Phase 7 LUCKY HOUSE OAP / JRP Safety anchor HSC-A M12*60/20 steel hanger fixing
14474 07-07 MGM Grand Macau TONG UN TIT LOI KONG CHENG KONG SI
Siu Yin Wai / JRP / Hyder Safety anchor HSC-A M12*60/20 glass fencing / balustrade fixing
14475 07-07 MGM Grand Macau TONG UN TIT LOI KONG CHENG KONG SI
Siu Yin Wai / JRP / Hyder Safety anchor HSC-A M8*40/15 glass fencing / balustrade fixing
14478 07-07 MGM Grand Macau TONG UN TIT LOI KONG CHENG KONG SI
Siu Yin Wai / JRP / Hyder Stop drill bit TE-C HSC-B 14*40 glass fencing / balustrade fixing
14477 07-07 MGM Grand Macau TONG UN TIT LOI KONG CHENG KONG SI
Siu Yin Wai / JRP / Hyder Setting tool TE-C-HSC-MW14 glass fencing / balustrade fixing
14479 07-07 MGM Grand Macau TONG UN TIT LOI KONG CHENG KONG SI
Siu Yin Wai / JRP / Hyder Stop drill bit TE-C HSC-B 18*60 glass fencing / balustrade fixing
14476 07-07 MGM Grand Macau TONG UN TIT LOI KONG CHENG KONG SI
Siu Yin Wai / JRP / Hyder Setting tool TE-C HSC-MW18 glass fencing / balustrade fixing
14128 07-07 Hong Kong Disneyland UNION MANOR LTD OAP / Maunsell / Meinhardt Safety anchor HSC-A M8*40/15 MVAC fixing
14840 07-07 Union Square Phase 7 LUCKY HOUSE OAP / JRP Safety anchor HSC-I M12*60 steel hanger fixing
Units 701-704, 7/F, Tower A, Manulife Financial Centre, No 223 Wai Yip Street, Kwun Tong, Kowloon, Hong Kong. 4Hotline : 8228 8118 Fax : 29541751
Page 85 Dec 2012
Ref No Date Project Contractor Consulting Engineer Product Application
Job/Application Reference29-Apr-08
13871 07-07 Hong Kong Disneyland LEADER CONSTRUCTION ENGINEERING LTD
OAP / Maunsell / Meinhardt Safety anchor HSC-I M8*40 steel hanger fixing
14837 07-07 Chinese University Shatin Hotel Development
SHUN HOO ENGINEERING CO Wong Pak Lam / PBA Stop drill bit TE-C HSC-B 14*50 glass rail fixing
14291 07-07 Union Square Phase 5 WOO KEE STEEL WORKS OAP / PBA Safety anchor HSC-I M12*60 steel bracket fixing
13788 06-07 Union Square Phase 7 LUCKY HOUSE OAP / JRP Safety anchor HSC-I M12*60 singage / advertising sign fixing
13645 06-07 Hong Kong Disneyland KRUEGER ENG (ASIA) LTD OAP / Maunsell / Meinhardt Safety anchor HSC-A M10*40/20 electrical services fixing
13789 06-07 Union Square Phase 7 LUCKY HOUSE OAP / JRP Setting tool TE-C-HSC-MW20 singage / advertising sign fixing
13435 06-07 Hong Kong Disneyland UNION MANOR LTD OAP / Maunsell / Meinhardt Safety anchor HSC-A M8*40/15 electrical services fixing
13628 06-07 Union Square Phase 5 WOO KEE STEEL WORKS OAP / PBA Safety anchor HSC-I M12*60 steel bracket fixing
13770 06-07 Hong Kong Disneyland CHIEF ENGINEERING COMPANY
OAP / Maunsell / Meinhardt Setting tool TE-C-HSC-MW20 machine fixing
13358 06-07 Hong Kong Disneyland LEADER CONSTRUCTION ENGINEERING LTD
OAP / Maunsell / Meinhardt Setting tool TE-C-HSC-MW16 steel hanger fixing
13646 06-07 Hong Kong Disneyland KRUEGER ENG (ASIA) LTD OAP / Maunsell / Meinhardt Safety anchor HSC-A M8*40/15 electrical services fixing
13432 06-07 Hong Kong Disneyland ALLIANCE BUILDING SERVICES ENG LTD.
OAP / Maunsell / Meinhardt Safety anchor HSC-A M8*40/15 electrical services fixing
13647 06-07 Hong Kong Disneyland KRUEGER ENG (ASIA) LTD OAP / Maunsell / Meinhardt Safety anchor HSC-I M12*60 electrical services fixing
13357 06-07 Hong Kong Disneyland LEADER CONSTRUCTION ENGINEERING LTD
OAP / Maunsell / Meinhardt Safety anchor HSC-I M12*60 steel hanger fixing
13356 06-07 Hong Kong Disneyland LAP KEI LEADER ENG CO. LTD.
OAP / Maunsell / Meinhardt Safety anchor HSC-A M12*60/20 steel hanger fixing
13359 06-07 Hong Kong Disneyland LEADER CONSTRUCTION ENGINEERING LTD
OAP / Maunsell / Meinhardt Setting tool TE-C-HSC-MW20 steel hanger fixing
13135 05-07 Hong Kong Disneyland KRUEGER ENG (ASIA) LTD OAP / Maunsell / Meinhardt Safety anchor HSC-A M10*40/20 electrical services fixing
Units 701-704, 7/F, Tower A, Manulife Financial Centre, No 223 Wai Yip Street, Kwun Tong, Kowloon, Hong Kong. 5Hotline : 8228 8118 Fax : 29541751
Ref No Date Project Contractor Consulting Engineer Product Application
Job/Application Reference29-Apr-08
13111 05-07 Union Square Phase 5 WOO KEE STEEL WORKS OAP / PBA Safety anchor HSC-I M12*60 steel bracket fixing
12897 05-07 Hong Kong Disneyland LEADER CONSTRUCTION ENGINEERING LTD
OAP / Maunsell / Meinhardt Safety anchor HSC-A M12*60/20 steel hanger fixing
12901 05-07 Hong Kong Disneyland LEADER CONSTRUCTION ENGINEERING LTD
OAP / Maunsell / Meinhardt Stop drill bit TE-C HSC-B 20*60 steel hanger fixing
13295 05-07 Hong Kong Disneyland EASTBOUND CEILING AND RAISE
OAP / Maunsell / Meinhardt Setting tool TE-C-HSC-MW20 cladding / pre-cast panel fixing
12899 05-07 Hong Kong Disneyland LEADER CONSTRUCTION ENGINEERING LTD
OAP / Maunsell / Meinhardt Safety anchor HSC-I M8*40 steel hanger fixing
12898 05-07 Hong Kong Disneyland LEADER CONSTRUCTION ENGINEERING LTD
OAP / Maunsell / Meinhardt Safety anchor HSC-I M12*60 steel hanger fixing
12900 05-07 Hong Kong Disneyland LEADER CONSTRUCTION ENGINEERING LTD
OAP / Maunsell / Meinhardt Stop drill bit TE-C HSC-B 16*40 steel hanger fixing
13136 05-07 Hong Kong Disneyland KRUEGER ENG (ASIA) LTD OAP / Maunsell / Meinhardt Safety anchor HSC-I M10*50 electrical services fixing
13079 05-07 Chinese University Shatin Hotel Development
MIDI ALUM FABRICATOR LTD Wong Pak Lam / PBA Safety anchor HSC-A M8*50/15 window fixing
13275 05-07 Hong Kong Disneyland BRILLIANT HOPE ENG LTD OAP / Maunsell / Meinhardt Safety anchor HSC-A M12*60/20 window fixing
13184 05-07 Grand Waterfront, Tokwawan JUMBO ORIENT CONTRACTING LTD
Stephen Cheng / Meinhardt Safety anchor HSC-AR M12*60/20 steel hanger fixing
13060 05-07 The Venetian Casino Resort, Macau FAR EAST ALUMINIUM WORKS CO LTD
OAP / PBA / Hyder / Arup Façade
Safety anchor HSC-IR M6*40 window fixing
11513 04-07 Hong Kong Disneyland LAP KEI LEADER ENG CO. LTD.
OAP / Maunsell / Meinhardt Safety anchor HSC-I M12*60 steel hanger fixing
11735 04-07 Hong Kong Disneyland KRUEGER ENG (ASIA) LTD OAP / Maunsell / Meinhardt Safety anchor HSC-A M10*40/20 electrical services fixing
11738 04-07 Hong Kong Disneyland KRUEGER ENG (ASIA) LTD OAP / Maunsell / Meinhardt Safety anchor HSC-IR M10*50 electrical services fixing
11585 04-07 Hong Kong Disneyland UNION MANOR LTD OAP / Maunsell / Meinhardt Setting tool TE-C-HSC-MW16 air duct fixing
Units 701-704, 7/F, Tower A, Manulife Financial Centre, No 223 Wai Yip Street, Kwun Tong, Kowloon, Hong Kong. 6Hotline : 8228 8118 Fax : 29541751
Page 86 Dec 2012
Ref No Date Project Contractor Consulting Engineer Product Application
Job/Application Reference29-Apr-08
11829 04-07 Hotel Grand Lisboa, Macau AV PROFESSIONAL LIMITED Maunsell / PBA Safety anchor HSC-A M12*60/20 machine fixing
11828 04-07 Hotel Grand Lisboa, Macau AV PROFESSIONAL LIMITED Maunsell / PBA Safety anchor HSC-A M10*40/20 machine fixing
11516 04-07 Hong Kong Disneyland LAP KEI LEADER ENG CO. LTD.
OAP / Maunsell / Meinhardt Stop drill bit TE-C HSC-B 20*60 steel hanger fixing
11923 04-07 MGM Grand Macau MAXLONG INDUSTRIAL LIMITED
Siu Yin Wai / JRP / Hyder Safety anchor HSC-A M12*60/20 window fixing
11830 04-07 Hotel Grand Lisboa, Macau AV PROFESSIONAL LIMITED Maunsell / PBA Setting tool TE-C-HSC-MW16 machine fixing
11582 04-07 Hong Kong Disneyland UNION MANOR LTD OAP / Maunsell / Meinhardt Safety anchor HSC-I M10*50 air duct fixing
11583 04-07 Hong Kong Disneyland UNION MANOR LTD OAP / Maunsell / Meinhardt Safety anchor HSC-I M8*40 air duct fixing
11736 04-07 Hong Kong Disneyland KRUEGER ENG (ASIA) LTD OAP / Maunsell / Meinhardt Safety anchor HSC-AR M10*40/20 electrical services fixing
11514 04-07 Hong Kong Disneyland LAP KEI LEADER ENG CO. LTD.
OAP / Maunsell / Meinhardt Setting tool TE-C-HSC-MW20 steel hanger fixing
11737 04-07 Hong Kong Disneyland KRUEGER ENG (ASIA) LTD OAP / Maunsell / Meinhardt Safety anchor HSC-I M10*50 electrical services fixing
11831 04-07 Hotel Grand Lisboa, Macau AV PROFESSIONAL LIMITED Maunsell / PBA Stop drill bit TE-C HSC-B 16*40 machine fixing
11518 04-07 Hong Kong Disneyland LEADER CONSTRUCTION ENGINEERING LTD
OAP / Maunsell / Meinhardt Safety anchor HSC-I M8*40 steel hanger fixing
11071 03-07 Wynn Macau Casino, Macau CHAN'S (E&M) ENG CO LTD Wong & Ouyang Safety anchor HSC-AR M12*60/20 electrical services fixing
11004 03-07 Wynn Macau Casino, Macau CHAN'S (E&M) ENG CO LTD Wong & Ouyang Safety anchor HSC-AR M10*40/20 electrical services fixing
11010 03-07 HSBC Data Center FAS ENGINEERING LTD Meinhardt Stop drill bit TE-C HSC-B 18*50 cladding / pre-cast panel fixing
10946 03-07 HSBC Data Center BRILLIANT HOPE ENG LTD Meinhardt Safety anchor HSC-IR M12*60 window fixing
10903 03-07 Hong Kong Cyberport SI-O ENGINEERING CO Siu Yin Wai & Associates Safety anchor HSC-A M10*40/20 steel bracket fixing
10947 03-07 HSBC Data Center FAS ENGINEERING LTD Meinhardt Setting tool TE-C HSC-MW18 cladding / pre-cast panel fixing
Units 701-704, 7/F, Tower A, Manulife Financial Centre, No 223 Wai Yip Street, Kwun Tong, Kowloon, Hong Kong. 7Hotline : 8228 8118 Fax : 29541751
Ref No Date Project Contractor Consulting Engineer Product Application
Job/Application Reference29-Apr-08
10887 03-07 HSBC Data Center FAS ENGINEERING LTD Meinhardt Safety anchor HSC-IR M10*50 cladding / pre-cast panel fixing
10859 03-07 Hotel Grand Lisboa, Macau ASIA ADVANCED FEDERAL CURTAIN WALL
Maunsell / PBA Safety anchor HSC-AR M12*60/20 cladding / pre-cast panel fixing
10820 03-07 Wynn Macau Casino, Macau CHAN'S (E&M) ENG CO LTD Wong & Ouyang Safety anchor HSC-AR M12*60/20 steel bracket fixing
10782 03-07 Hong Kong Disneyland LEADER CONSTRUCTION ENGINEERING LTD
OAP / Maunsell / Meinhardt Safety anchor HSC-I M12*60 steel bracket fixing
10765 03-07 Wynn Macau Casino, Macau CHAN'S (E&M) ENG CO LTD Wong & Ouyang Safety anchor HSC-AR M10*40/20 steel bracket fixing
10646 03-07 HSBC Data Center BRILLIANT HOPE ENG LTD Meinhardt Stop drill bit TE-C HSC-B 20*60 window fixing
10584 03-07 HSBC Data Center BRILLIANT HOPE ENG LTD Meinhardt Setting tool TE-C-HSC-MW20 window fixing
10477 03-07 Lok Ma Chau - Others KAM HUNG ENG LTD KCRC Safety anchor HSC-AR M10*40/20 steel bracket fixing
10417 02-07 Hotel Grand Lisboa, Macau AV PROFESSIONAL LIMITED Maunsell / PBA Safety anchor HSC-A M12*60/20 machine fixing
10257 02-07 The Beverly Hills FAT CHEONG CONST CO LTD Stephen Cheng / JRP Safety anchor HSC-AR M8*50/15 steel bracket fixing
10122 01-07 Hong Kong Cyberport SI-O ENGINEERING CO Siu Yin Wai & Associates Setting tool TE-C-HSC-MW14 steel bracket fixing
10115 01-07 Union Square Phase 5 KAM KEE STEEL WORKS LTD OAP / PBA Safety anchor HSC-AR M10*40/20 structural steel / I-beam fixing
10075 01-07 Hong Kong Cyberport SI-O ENGINEERING CO Siu Yin Wai & Associates Safety anchor HSC-I M10*50 steel bracket fixing
9927 01-07 Tsuen Wan Town Center Redevelopment
MIDI ALUM FABRICATOR LTD C M Wong / Wong & Ouyang Safety anchor HSC-A M10*40/20 window fixing
9702 01-07 MGM Grand Macau HING WAH CONSTRUCTION COMPANY LTD
Siu Yin Wai / JRP / Hyder Safety anchor HSC-A M10*40/20 structural steel / I-beam fixing
5673 12-06 Hong Kong Disneyland TONG KEE ENGINEERING LTD
OAP / Maunsell / Meinhardt Safety anchor HSC-AR M12*60/20 steel bracket fixing
6408 12-06 Hoi Fai Road Lot 11152 YKK AP HONG KONG LTD Safety anchor HSC-AR M12*60/20 cladding / pre-cast panel fixing
Units 701-704, 7/F, Tower A, Manulife Financial Centre, No 223 Wai Yip Street, Kwun Tong, Kowloon, Hong Kong. 8Hotline : 8228 8118 Fax : 29541751
Page 87 Dec 2012