CONCRETE ENCAPSULATIMG FIXING SCREW PILE CAP€¦ · 76 series screw pile 350 grade steel 76.1 dia. lateral support fins trench 400x 300d footing with 5-hd16 bars, r6 stirrups @ 600

H5 HOUSE POST

BOWMAC BRACKET

CONCRETE ENCAPSULATIMG FIXING

SCREW PILE

50

400

SCREW PILE CAP

H5 HOUSE POST

BOWMAC BRACKET

CONCRETE ENCAPSULATIMG FIXING

SCREW PILE

50

400

SCREW PILE CAP

SK011:1018.10.2017

DETAILS FOR INFORMATION ONLY. SUBJECT TOENGINEERS APPROVAL ON A JOB BY JOB BASIS.

NOT FOR CONSTRUCTION.

TYPICAL DETAILS

A

STANDARD POST FIXINGOPTIONS

01-

OUT GROUND CONCRETE ENCASED FOOTING

1:10 SECTION

02-

IN GROUND CONCRETE ENCASED FOOTING

1:10 SECTION

REINFORCING BY OTHERS

CAPPING PLATE

76 SERIES SCREW PILE

120

100

CONCRETE FOOTING BY OTHERS

SK021:10DETAILS FOR INFORMATION ONLY. SUBJECT TOENGINEERS APPROVAL ON A JOB BY JOB BASIS.

NOT FOR CONSTRUCTION.

TYPICAL DETAILS

A

CONCRETE GROUND SLABFIXING

18.10.2017

01-

STRIP FOOTING ENCASEMENT

1:10 SECTION

75

75

300

76 SERIES SCREW PILE350 GRADE STEEL76.1 DIA.

LATERAL SUPPORT FINS

TRENCH

400X 300D FOOTING WITH 5-HD16 BARS,R6 STIRRUPS @ 600 CRS

50

20 DIA. HOLE IN DUST CAP AND SCREW PILETO ALLOW HD16 TO PASS THROUGH

SK03DETAILS FOR INFORMATION ONLY. SUBJECT TOENGINEERS APPROVAL ON A JOB BY JOB BASIS.

NOT FOR CONSTRUCTION.

TYPICAL DETAILS

FIXING OF SCREW PILETO STRIP FOOTING

01-

CONNECTION TO FOOTING

1:10 SECTION

18.10.2017

1:10

A

SCREW PILE EXTENSION.CUT TO REQUIRED HEIGHT

BOWMAC BRACKET CONNECTEDTO STEEL CAP

STRUCTURE BY OTHERS

REID BRACING TO BE ATTACHEDBY OTHERS IF REQUIRED

250 x 12mm HELIX

GROUND ANCHOR.CHS PIPE 88.9 x 5.5 x 2000

DETAILS FOR INFORMATION ONLY. SUBJECT TOENGINEERS APPROVAL ON A JOB BY JOB BASIS.

NOT FOR CONSTRUCTION.

TYPICAL DETAILS

88.6 PILE WITH EXTENSION+ TIMBER CONNECTION

SK0418.10.2017

1:10

A

GROUND ANCHOR,CHS PIPE 88.9 x 5.5 x 2000

BOWMAC BRACKET CONNECTEDTO STEEL CAP

TIMBER POST AND STRUCTURE BY OTHERS

250 x 12mm HELIX

GROUND ANCHOR.CHS PIPE 88.9 x 5.5 x 2000

DETAILS FOR INFORMATION ONLY. SUBJECT TOENGINEERS APPROVAL ON A JOB BY JOB BASIS.

NOT FOR CONSTRUCTION.

TYPICAL DETAILS

88.6 PILE WITH POSTATTACHMENT AT GL

SK0518.10.2017

1:10

A

SLEEVE 500 x 101.3 x 4mm CHS

4 LATERAL FINS10 x 150 x 500

25 x D x 101.3 CHS

25 x D x 101.3 CHS

SCREW PILE EXTENSION.CUT TO REQUIRED HEIGHT

BOWMAC BRACKET CONNECTEDTO STEEL CAP

STRUCTURE BY OTHERS

REID BRACING TO BE ATTACHEDBY OTHERS IF REQUIRED

250 x 12mm HELIX

GROUND ANCHOR.CHS PIPE 88.9 x 5.5 x 2000

DETAILS FOR INFORMATION ONLY. SUBJECT TOENGINEERS APPROVAL ON A JOB BY JOB BASIS.

NOT FOR CONSTRUCTION.

TYPICAL DETAILS

88.6 PILE WITH LATERALSUPPORT FOR BRACE PILES A

18.10.17

1:10 SK06

350 x 12mm HELIX

CHS PIPE 88.9 x 5.5 x 2000

SLEEVE 500 x 101.3 x 4mm CHS

4 LATERAL FINS10 x 150 x 500

BASIC PLATE - TO BE ADVISED BY CLIENT.BOLTED TO SCREW PILE PLATE

LIGHT POLE

PLATE WELDED TO SCREW PILE

25 x D x 101.3 CHS

25 x D x 101.3 CHS

CABLE ENTRY

DETAILS FOR INFORMATION ONLY. SUBJECT TOENGINEERS APPROVAL ON A JOB BY JOB BASIS.

NOT FOR CONSTRUCTION.

TYPICAL DETAILS

A

18.10.2018

1:10 SK07LIGHT POLE INSTALLATION

88.9 x 5.5 SCREW PILE INSTALLEDTO REQUIRED DEPTH

PILE CAP75

450

1000

350 x 12mm HELIX

DETAILS FOR INFORMATION ONLY. SUBJECT TOENGINEERS APPROVAL ON A JOB BY JOB BASIS.

NOT FOR CONSTRUCTION.

TYPICAL DETAILS

C

07.08.2018

1:20 SK0888.9 PILE VERTICAL LOAD

01-

VERTICAL LOAD ONLY

1:2O SECTION

(RECESSED 1000MM)

02-

ISOMETRIC

NTS

88.9 x 5.5 SCREW PILEINSTALLED TO REQUIRED DEPTH

D12/D16 REO BARS GROUTEDINTO TOP OF PILE.TO ENGINEERS SPECIFICATION

75

450

1000

525

75

350 x 12mm HELIX

DETAILS FOR INFORMATION ONLY. SUBJECT TOENGINEERS APPROVAL ON A JOB BY JOB BASIS.

NOT FOR CONSTRUCTION.

TYPICAL DETAILS

B

07.07.2018

1:20 SK0988.9 PILE VERTICAL LOAD

01-

VERTICAL LOAD WITH UPLIFT

1:20 SECTION

(RECESSED 1M) WITH UPLIFT