minimum post centres. - varley and gulliver ltd mast set.pdf · bs.en.1011-3:2000. f/. holding down...
TRANSCRIPT
H500 C
AS
T-IN A
NC
HO
RA
GE
SP
EC
IFICA
TION
Item N
o. D
escription.M
aterial.
MA
TER
IAL S
PE
CIFIC
ATIO
N.
1. S
SR
100 Anchorage S
ocket.22m
m D
iameter B
ar - SS
R550
Stainless S
teel grades 1.4401,1.4436 O
R 1.4362 (D
uplex) toB
S.10088-1:2005.
2. M
16 Hexagonal H
ead Bolt.
High Tensile S
teel Class 8.8 to
BS
.3692:2001.
3. A
nchorage Base S
traps.C
arbon Steel to B
S.E
N.10025-1
and 2:2004 grade S275JR
.
4. A
nchorage Base S
trapsconnecting straps.
Carbon S
teel to BS
.EN
.10025-1and 2:2004 grade S
275JR.
5. P
lywood Tem
plate.FS
C S
oftwood plyw
ood boardor sim
ilar.
60 60
30
30
30
30
30
40
14030100
200
30140
200
30
ww
w.v-and-g.co.uk
A/.
THIS
AN
CH
OR
AG
E IS
DE
SIG
NE
D A
ND
SP
EC
IFIED
IN
CO
MP
LIAN
CE
WITH
:A
.1 THE
MA
NU
AL O
F CO
NTR
AC
T DO
CU
ME
NTS
FOR
H
IGH
WA
Y 9/06)
RE
QU
IRE
ME
NT FO
R R
OA
D R
ES
TRA
INT S
YS
TEM
S.
A.2 B
S.6779-1:1998 H
IGH
WA
Y P
AR
AP
ETS
FOR
BR
IDG
ES
AN
DO
THE
R S
TRU
CTU
RE
S.
A.3 B
D 94/07 D
ES
IGN
OF M
INO
R S
TRU
CTU
RE
S.
B/.
CH
AR
AC
TER
ISTIC
AN
CH
OR
AG
E R
ES
ISTA
NC
E = 106kN
.D
ES
IGN
RE
SIS
TAN
CE
PE
R S
OC
KE
T. = 195kN.
C/.
THE
SO
CK
ET TH
RE
AD
S M
US
T BE
LINE
D W
ITH H
IGH
CR
EE
PR
ES
ISTA
NT G
RE
AS
E P
RIO
R TO
INS
ER
TION
OF TH
E B
OLT TO
FAC
ILITATE
FUTU
RE
MA
INTE
NA
NC
E O
F THE
AN
CH
OR
ED
C
OM
PO
NE
NT.
D/.
THR
EA
D TO
LER
AN
CE
S.
AN
CH
OR
SO
CK
ET IN
TER
VA
L - CLA
SS
6H M
ED
IUM
FIT TO
BS
.3643-2:2007.E
/. W
ELD
ING
:A
LL WE
LDS
TO B
E IN
AC
CO
RD
AN
CE
WITH
B
S.E
N.1011-3:2000.
F/. H
OLD
ING
DO
WN
BO
LTS:
US
E S
SR
170 AD
JUS
TME
NT S
TUD
SE
TS A
S D
ETA
ILED
ON
D
RA
WIN
G N
UM
BE
R FC
L 686.G
/. C
ON
CR
ETE
FOU
ND
ATIO
NS
TO B
E R
EIN
FOR
CE
D A
ND
AM
INIM
UM
CO
NC
RE
TE G
RA
DE
OF C
25/30.
SS
R-550 S
TAIN
LES
S S
TEE
L CO
NN
EC
TOR
.M
INIM
UM
0.2% P
RO
OF S
TRE
SS
= 550 N/m
m²
MIN
IMU
M U
LTIMA
TE TE
NS
ILE S
TRE
NG
TH = 650 N
/mm
²
GR
AD
E 8.8 H
IGH
TEN
SILE
STE
EL B
OLTS
TO B
S.3692:2001
MIN
IMU
M Y
IELD
STR
EN
GTH
= 640 N/m
m²
MIN
IMU
M TE
NS
ILE S
TRE
NG
TH = 800 N
/mm
²
CA
RB
ON
STE
EL TO
BS
.EN
, 10025-1 & 2:2004 G
RA
DE
S275JR
.M
INIM
UM
YIE
LD S
TRE
NG
TH = 275 N
/mm
²M
INIM
UM
ULTIM
ATE
TEN
SILE
STR
EN
GTH
= 410N/m
m²
INS
TALLA
TION
PR
OC
ED
UR
E.
1. TH
E P
LYW
OO
D IS
TO B
E N
AILE
D TO
THE
SH
UTTE
RIN
G B
EFO
RE
PO
UR
ING
, IF IT IS N
EC
ES
SA
RY
TO
RE
MO
VE
THE
PLY
WO
OD
THIS
SH
OU
LD N
OT B
E D
ON
E U
NTIL TH
E C
ON
CR
ETE
IS S
ET S
UFFIC
IEN
TLY TO
P
RE
VE
NT A
NY
DIS
TUR
BA
NC
E O
F THE
AN
CH
OR
AG
E. TH
E B
OLTS
MU
ST B
E R
EP
LAC
ED
IN TH
E S
OC
KE
TS,
TO E
NS
UR
E TH
AT TH
EY
AR
E N
OT LO
ST. A
LL SO
CK
ET TH
RE
AD
S A
RE
TO B
E K
EP
T CLE
AN
.
2. A
PP
LY H
IGH
CR
EE
P R
ES
ISTA
NT G
RE
AS
E TO
SO
CK
ET TH
RE
AD
S B
EFO
RE
INS
ER
TING
BO
LT.
3. A
NC
HO
RA
GE
UN
ITS A
RE
SU
PP
LIED
WITH
PLY
WO
OD
TEM
PLA
TE FO
R FIX
ING
TO FO
RM
WO
RK
.
CO
NC
RE
TEFO
UN
DA
TION
OU
TLINE
.
MIN
IMU
M P
OS
T CE
NTR
ES
.
30
Ø110
140
200
30
30140
200
30
225225
225 225
2251750
225
225 225
© FIX
ING
CE
NTR
E LTD
2010 - THIS
DO
CU
ME
NT IS
THE
CO
PY
RIG
HT W
OR
K O
F FIXIN
G C
EN
TRE LIM
ITED
. IT MA
Y N
OT B
E CO
PIE
D (IN
WH
OLE O
R IN
PA
RT) W
ITHO
UT TH
E P
RIO
R W
RITTE
N C
ON
SE
NT O
F FIXIN
G C
EN
TRE
LTD. TH
EC
ON
TEN
T AN
D A
NY
DE
SIG
N D
ISC
LOS
ED
IN TH
IS D
OC
UM
EN
T MA
Y A
LSO
BE
THE
SU
BJE
CT O
F OTH
ER
INTE
LLEC
TUA
L PR
OP
ER
TY R
IGH
TS A
ND
THE
RE
PR
OD
UC
TION
OF A
NY
CO
NTE
NT O
R D
ES
IGN
SH
OW
N IN
THIS
DO
CU
ME
NT
WITH
OU
T THE
PR
IOR
WR
ITTEN
CO
NS
EN
T OF FIX
ING
CE
NTR
E LTD
IS P
RO
HIB
ITED
AN
D M
AY
INFR
ING
E S
UC
H IN
TELLE
CTU
AL P
RO
PE
RTY
RIG
HTS
. UN
LES
S O
THE
RW
ISE
EX
PR
ES
SE
D A
GR
EE
D IN
WR
ITING
BY
FIXIN
G C
EN
TRE
LIMITE
DU
ND
ER
AN
Y D
ES
IGN
CO
NTR
AC
T OR
OTH
ER
AG
RE
EM
EN
T SH
ALL B
ELO
NG
TO FIX
ING
CE
NTR
E LIM
ITED
AB
SO
LUTE
LY N
O LIC
EN
CE
IS H
ER
EB
Y G
IVE
N O
R IS
INFE
RR
ED
IN R
ES
PE
CT O
F SU
CH
INTE
LLEC
TUA
L PR
OP
ER
TY.
VA
RLE
Y &
GU
LLIVE
R LTD
M16 - S
SR
-170 CR
AD
LE A
NC
HO
RTY
PE
H500 M
AS
T
FCL685
-R
L15.07.2010
N.T.S
.D
RN
. & C
HK
D B
Y
TITLE
DA
TES
CA
LE
MO
DIFIC
ATIO
NB
YD
ATE
DR
AW
ING
No.
RE
VIS
ION
ISS
UE
CLIE
NT
4 2 114621172 5
140
Item N
o. D
escription.M
aterial.
ww
w.v-and-g.co.uk
M16
1. M
16 Hexagonal Full N
uts
2. M
16x30x3mm
Flat Washers
3. M
16 Nylon Top H
at IsolationW
ashers
M18x54x4m
m Flat W
ashers
20mm
Galvanised S
teelB
ase Plate
4.
5.
M16 N
ylon Flat Washer
6.
M16x140m
m Long A
ll ThreadS
tud
Stainless S
teel Class A
4-80to B
S.E
N.IS
O.3506-2:1998
A4 S
tainless Steel Form
A to
BS
4320: 1968
Nylon 66
Galvanised S
teel to BS
4320:1968
To Varley and G
ulliverS
pecification
Nylon 66
Stainless S
teel Class A
4-80to B
S.E
N.IS
O.3506-1: 1997
7.
3
SS
R 170 A
DJU
STM
EN
T STU
D S
ETS
INST
ALLA
TIO
N PR
OC
EDU
RE
1. SCR
EW T
HE T
HR
EAD
ED ST
UD
INT
O T
HE A
NC
HO
R SO
CK
ET BY
HA
ND
, EN
SUR
ING
TH
AT
TH
E MIN
IMU
M EN
GA
GEM
ENT
OF T
HR
EAD
IS 20mm
. IT
IS REC
OM
MEN
DED
TH
AT
HIG
H C
REEP R
ESISTA
NT
GR
EASE IS
APPLIED
TO
TH
E INT
ERN
AL T
HR
EAD
BEFOR
E INSER
TIN
G T
HE ST
UD
.
2. PLAC
E A ST
AIN
LESS STEEL W
ASH
ER O
VER
TH
E STU
D. SC
REW
A H
EXA
GO
N N
UT
DO
WN
TH
E STU
D U
NT
IL TH
E WA
SHER
IS IN C
ON
TA
CT
WIT
H T
HE C
ON
CR
ETE SU
RFA
CE. T
IGH
TEN
TH
E C
ON
NEC
TIO
N BU
T D
O N
OT
OV
ER T
OR
QU
E.
3. TH
REA
D A
SECO
ND
HEX
AG
ON
NU
T O
NT
O T
HE ST
UD
AN
D SC
REW
DO
WN
TO
TH
E LOW
ER PA
RT
BUT
DO
NO
T T
IGH
TEN
.
4. PLAC
E A ST
AIN
LESS STEEL W
ASH
ER FO
LLOW
ED BY
TH
E NY
LON
ISOLA
TO
R W
ASH
ER A
ND
FINA
LLY A
GA
LVA
NISED
WA
SHER
OV
ER T
HE N
UT
. ENSU
RE T
HA
T T
HIS SEQ
UEN
CE IS ST
RIC
TLY
FOLLO
WED
.
5. WH
EN A
LL TH
E STU
DS A
RE FIT
TED
IN T
HE A
NC
HO
RS FO
LLOW
ING
TH
E ABO
VE SEQ
UEN
CE, T
HE C
OLU
MN
BASE PLA
TE C
AN
BE PLAC
ED O
VER
TH
E PRO
JECT
ING
RO
DS. T
HE LEV
EL CA
N BE A
DJU
STED
USIN
G T
HE H
EXA
GO
N N
UT
BELOW
TH
E PLAT
E.
6. WH
EN T
HE LIN
E AN
D LEV
EL HA
VE BEEN
SET PLA
CE T
HE SEC
ON
D G
ALV
AN
ISED W
ASH
ER O
VER
TH
E STU
D. N
EXT
POSIT
ION
TH
E NY
LON
TO
P HA
T ISO
LAT
OR
WA
SHER
ON
TH
E STU
D EN
SUR
ING
TH
AT
TH
E SH
AN
K PA
SSES TH
RO
UG
H T
HE O
VER
SIZE H
OLE IN
TH
E WA
SHER
AN
D IN
TO
TH
E DR
ILLED H
OLE O
R SLO
T IN
TH
E BASE PLA
TE. FIN
ALLY
PLAC
E TH
E STA
INLESS ST
EEL WA
SHER
OV
ER T
HE N
YLO
N T
OP H
AT
WA
SHER
.
7. SCR
EW T
HE T
HIR
D H
EXA
GO
N N
UT
ON
TO
TH
E STU
D A
ND
TIG
HT
EN T
O A
TO
RQ
UE W
ITH
IN T
HE R
AN
GE 25 T
O 40N
m.
8. SCR
EW O
N T
HE FO
UR
TH
HEX
AG
ON
NU
T A
ND
LOC
K O
NT
O T
HE T
HIR
D N
UT
USIN
G A
SPAN
NER
.
© FIX
ING
CE
NTR
E LTD
2010 - THIS
DO
CU
ME
NT IS
THE
CO
PY
RIG
HT W
OR
K O
F FIXIN
G C
EN
TRE LIM
ITED
. IT MA
Y N
OT B
E CO
PIE
D (IN
WH
OLE O
R IN
PA
RT) W
ITHO
UT TH
E P
RIO
R W
RITTE
N C
ON
SE
NT O
F FIXIN
G C
EN
TRE
LTD. TH
EC
ON
TEN
T AN
D A
NY
DE
SIG
N D
ISC
LOS
ED
IN TH
IS D
OC
UM
EN
T MA
Y A
LSO
BE
THE
SU
BJE
CT O
F OTH
ER
INTE
LLEC
TUA
L PR
OP
ER
TY R
IGH
TS A
ND
THE
RE
PR
OD
UC
TION
OF A
NY
CO
NTE
NT O
R D
ES
IGN
SH
OW
N IN
THIS
DO
CU
ME
NT
WITH
OU
T THE
PR
IOR
WR
ITTEN
CO
NS
EN
T OF FIX
ING
CE
NTR
E LTD
IS P
RO
HIB
ITED
AN
D M
AY
INFR
ING
E S
UC
H IN
TELLE
CTU
AL P
RO
PE
RTY
RIG
HTS
. UN
LES
S O
THE
RW
ISE
EX
PR
ES
SE
D A
GR
EE
D IN
WR
ITING
BY
FIXIN
G C
EN
TRE
LIMITE
DU
ND
ER
AN
Y D
ES
IGN
CO
NTR
AC
T OR
OTH
ER
AG
RE
EM
EN
T SH
ALL B
ELO
NG
TO FIX
ING
CE
NTR
E LIM
ITED
AB
SO
LUTE
LY N
O LIC
EN
CE
IS H
ER
EB
Y G
IVE
N O
R IS
INFE
RR
ED
IN R
ES
PE
CT O
F SU
CH
INTE
LLEC
TUA
L PR
OP
ER
TY.
VA
RLE
Y &
GU
LLIVE
R LTD
M16 - S
SR
-170 STU
D S
ET C
LAS
S A
4-80(H
OLD
ING
DO
WN
BO
LT DE
TAIL O
F H500 M
AS
T)
FCL686
-R
L15.07.2010
N.T.S
.D
RN
. & C
HK
D B
Y
TITLE
DA
TES
CA
LE
MO
DIFIC
ATIO
NB
YD
ATE
DR
AW
ING
No.
RE
VIS
ION
ISS
UE
CLIE
NT
