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MIN
PIER BASE PROTECTOR
NO
M.
130
GROUND LINE
DESIGN NOTES
LOADING - LIMIT STATE LOAD CAPACITY AS INDICATED. LOADS TO BE ASSESSED BY OTHERS TO AS1170.1-2002 & AS4055-2012ALL HOLLOW SECTIONS MIN. G350 TO AS4100-1998ALL COLD FORMED SECTIONS MIN. G550 TO AS4600-2006CAST PIER HEAD MALLEABLE CAST IRON MIN. UTS=400MPa TO AS1881-1986
1.
2.
3.
4.
12-24x32 TEK SCREWSEE TABLE LOCATION "A"
FOR QUANTITIES
M24 GALV. THREADED ROD
12-24x32 TEK SCREWSEE TABLE LOCATION "A"
FOR QUANTITIES
2/M12x100 GALVTRUBOLT OR SIMILAR
MIN 60mm EMBEDMENT INTO FOOTING DETAIL TO YOUR
ENGINEERS’ SPECIFICATIONS
DESIGN LOAD CAPACITIESLIMIT STATE VERTICAL DOWNWARDLOAD CAPACITY 54kNLIMIT STATE MAXIMUM UPLIFTLOAD CAPACITY 27kN
TERMITE INSPECTION POINTTERMITE INSPECTION SATISFIESB.C.A. REQUIREMENTS BYPROVISION OF A CLEARINSPECTION POINT
75x75x2, 89x89x3.5 OR 90x90x2 SHS, (G350). WHEN USING DESIGN LOADS LISTED, DESIGNER MUST CONSIDER DESIGN CAPACITY OF PIER POST MATERIAL
FOOTING DESIGNTO YOUR ENGINEERS’ SPECIFICATIONS
27.0
19.2
16.2
10.8
9.6
MAX UPLIFTCAPACITY kN
SPANTEC SYSTEMS Pty Ltd ABN 56 053 584 384
COPYRIGHT: THIS DRAWING REMAINS THE PROPERTY OF SPANTEC SYSTEMS PTY LTDAND MAY NOT BE ALTERED IN ANY WAY WITHOUT SPANTEC SYSTEMS WRITTEN CONSENT
DATE DRAWN DWG FILE
SCALE VIEW NAME REVISION
JOB REFERENCE
EZIPIERN3 WIND CONDITIONS
03/04/15
NTS
P04-01GMC
A4
JOB DETAILS DESIGNED
6
4
4
3
2
TEK SCREW QTY LOCATION
“A”
17 Drapers Road Braemar NSW 2575PO Box 81 Mittagong NSW 2575 AustraliaPhone 02 4860 1000 Fax 02 4872 1616www.spantec.com.au
TECHNICAL SPECIFICATION N3 WIND CONDITIONS
TERMITE INSPECTION POINT
DESIGN NOTES
LOADING - LIMIT STATE LOAD CAPACITY AS INDICATED. LOADS TO BE ASSESSED BY OTHERS TO AS1170.1-2002 & AS4055-2012ALL HOLLOW SECTIONS MIN. G350 TO AS4100-1998ALL COLD FORMED SECTIONS MIN. G550 TO AS4600-2006CAST PIER HEAD MALLEABLE CAST IRON MIN. UTS=400MPa TO AS1881-1986
1.
2.
3.
4.
8/12-24x32 TEK SCREWSLOAD BEARING PIERS
4/12-24x32 TEK SCREWSNON LOAD BEARING PIERS
SUGGESTED ANCHOR TO ENGINEERS’ SPECIFICATIONS
DESIGN LOAD CAPACITIESLIMIT STATE VERTICAL DOWNWARD LOAD CAPACITY 54kN. LIMIT STATE UPLIFT LOAD CAPACITY 30kN. MAXIMUM LATERAL LOAD CAPACITY AT 800mm FFL IS 5kN PER PIER (WITHOUT SUB-FLOOR BRACING - TO BE CONFIRMED WITH PIER DESIGN)
TECHNICAL SPECIFICATION CYCLONIC WIND CONDITIONS
GROUND LINE
FOOTING AND EMBEDMENTDESIGN TO YOUR ENGINEERS’ SPECIFICATIONS
17 Drapers Road Braemar NSW 2575PO Box 81 Mittagong NSW 2575 AustraliaPhone 02 4860 1000 Fax 02 4872 1616www.spantec.com.au
SPANTEC SYSTEMS Pty Ltd ABN 56 053 584 384
COPYRIGHT: THIS DRAWING REMAINS THE PROPERTY OF SPANTEC SYSTEMS PTY LTDAND MAY NOT BE ALTERED IN ANY WAY WITHOUT SPANTEC SYSTEMS WRITTEN CONSENT
DATE DRAWN DWG FILE
SCALE VIEW NAME REVISION
JOB REFERENCE
EZIPIERCYCLONIC WIND CONDITIONS
03/04/15
NTS
P04-02GMC
A4
JOB DETAILS DESIGNED
M24 GALV. THREADED ROD
75x75x2, 89x89x3.5 OR 90x90x2 SHS, (G350). WHEN USING DESIGN LOADS LISTED, DESIGNER MUST CONSIDER DESIGN CAPACITY OF PIER POST MATERIAL
NO
M.
130
••••
PE
TE
R J. B
AR
RE
CA
Civil &
Structural E
ngineer
En
gin
eers Au
stralia Mem
bership N° 353640
NE
R N
ational Engineering R
egister
CP
En
g C
hartered Professional E
ngineer
QL
D R
PE
Q N
° 7678
VIC
RB
P C
ivil Engineer V
BA
N° E
C24907
TA
S C
ivil Engineer C
C5469A
Stru
ctu
ral D
esig
n C
ertific
atio
n B
y:
DESIGN NOTES
–
PETER J. BARRECACivil & Structural Engineer
Engineers Australia Membership N° 353640
NER National Engineering Register
CPEng Chartered Professional Engineer
QLD RPEQ N° 7678
VIC RBP Civil Engineer VBA N° EC24907
TAS Civil Engineer CC5469A
Structural Design Certification By:
PE
TE
R J. B
AR
RE
CA
Civil &
Structural E
ngineer
En
gin
eers Au
stralia Mem
bership N° 353640
NE
R N
ational Engineering R
egister
CP
En
g C
hartered Professional E
ngineer
QL
D R
PE
Q N
° 7678
VIC
RB
P C
ivil Engineer V
BA
N° E
C24907
TA
S C
ivil Engineer C
C5469A
NT
Certifying S
tructural Engineer. N
° 247149ES
Stru
ctu
ral D
esig
n C
ertific
atio
n B
y:
••••••
PE
TE
R J. B
AR
RE
CA
Civil &
Structural E
ngineer
En
gin
eers Au
stralia Mem
bership N° 353640
NE
R N
ational Engineering R
egister
CP
En
g C
hartered Professional E
ngineer
QL
D R
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VIC
RB
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ivil Engineer P
E0000718
TA
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ivil Engineer C
C5469A
Stru
ctu
ral D
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ertific
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n B
y:
PE
TE
R J. B
AR
RE
CA
Civil &
Structural E
ngineer
En
gin
eers Au
stralia Mem
bership N° 353640
NE
R N
ational Engineering R
egister
CP
En
g C
hartered Professional E
ngineer
QL
D R
PE
Q N
° 7678
VIC
RB
P C
ivil Engineer V
BA
N° E
C24907
TA
S C
ivil Engineer C
C5469A
NT
Certifying S
tructural Engineer. N
° 247149ES
Stru
ctu
ral D
esig
n C
ertific
atio
n B
y:
••••
PE
TE
R J. B
AR
RE
CA
Civil &
Structural E
ngineer
En
gin
eers Au
stralia Mem
bership N° 353640
NE
R N
ational Engineering R
egister
CP
En
g C
hartered Professional E
ngineer
QL
D R
PE
Q N
° 7678
VIC
RB
P C
ivil Engineer V
BA
N° E
C24907
TA
S C
ivil Engineer C
C5469A
Stru
ctu
ral D
esig
n C
ertific
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n B
y:
