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Attachment B Engineering plans
Attached to the e-mail MCU14/0084 Attachment B (2) Engineering Plans Email 2 of 4.
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COG 200
50 DIA. HOLE TO
PILE WITH 800 LONG
N32 TIE BAR \
g =e _| sRouno
BEAM
2.0m LONG N32. BAR
‘COG 200 INTO BEAM
2COATS INTERGARD
278 HIGH BUILD EPOXY
PAINT TO PILE
2000
EPOXY PAINT
CONCRETE FILLED
[> —— GALVANISED STEEL
CHS SCREW PILE (REFER
TO PILING LEGEND
I FOR SIZE, DEPTH AND
| SAFE WORKING LOAD )
'
TYPE VERTICAL SCREW PILE (RV1, RV2)
50 DIA. HOLE TO
PILE VATH 1000 LONG
N32 TIE BAR TO BEAM
2.No. N32 BARS:
10.0m LONG
COG 609 INTO BEAM
2. COATS INTERGARD
—]1 278 HIGH BUILD EPOXY
215 PAINT TO PILE
CONCRETE FILLED
GALVANISED STEEL
CHS SCREW PILE (REFER
TO PILING LEGEND
FOR SIZE, DEPTH ANO
SAFE WORKING LOAD )
TYPE VERTICAL
SCREW PILE
TYPE RAKING TENSION SCREW PILE (RT)
NOT TO SCAE
50 DIA. HOLE TO
PILE WITH 1000 LONG
N32 TIE BAR TO BEAM
2 COATS INTERGARD
278 HIGH BUILD EPOXY
GROUND / WALL PAINT TO PILE
HEAD BEAM
2.No, N32 BARS
10.0m LONG
COG 600 INTO BEAM
TYPE VERTI
SCREW PILE
CONCRETE FILLED
GALVANISED STEEL
CHS SCREW PILE (REFER
TO PILING LEGEND
FOR SIZE, DEPTH AND
SAFE WORKING LOAD )
TYPE RAKING COMPRESSION SCREW PILE (RC)
NOT TO SCME
WoTTO SA
COPYRIGHT © Associated Consultants Drawn Verified Project Drawing Tite Scale |Sheet Size]
orton accrtance wth the wu UNIVERSAL TOD ae B. GEORGE PROPOSED RESIDENCE ATLOT1,No71 | CONSTRUCTION DETAILS |~assHOWN| A1
Gretrantretts | n ra PROPERTY COMPANY B. GEORGE s.prystupA | SEAVIEW TERRACE, SUNSHINE BEACH SHEET 2 Drawing Number
iat et ace — ESTABLISHMENT. consuliog eomineels| tet ors. OP oan ae 14517-OP09
eo Te] | =| | MARKUS HASLER. Ee eT UAL eee ee (udeludladadudalu az —
rciincceen””_|Rev[Date [Revision Description Drawn en Bs tasecS = s 4 AUGUST 2014 | Gow APPROVAL RL UEASUREVENT BAR- NEREMENTS Him 9 of 10
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