Post on 29-Jan-2021
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