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Development Application - Part 2 of 2 - Plans · OPW12/0241
Plans and drawings: the text below has words only, no drawings.
STARTER JrnY
G4-45A GV MESH TOP & BOTTOM OF ALUM lUBES. JSP-()()9 ANGLE EACH CORNER
LAYER G445A MESH BENT TO srr UNDER AlUMINIUM TUBE FASTENED 10 WALl’
WITH 2 1m S.S DYNA OR CHEUSET
TYPICAL PIVOT PIN j BOLlS OR JSP 003 LEG TO PATli JSP-205 OR
:-~5;, SS PIN JSP-006
JSP 203
N12 COG BARS C 300 CENTRES TIED TO TOP
,
LAYER or G445f\ MESH & BACK 2 / 75 X 1.112 S.S DYNA BOl
VERTICAL LAYER OF G445A MESH
PlANO HINGE TO FlNISH LEVEL
m HOLE IN EACH EN’D OF HINGE PJN WITH FRONT OF REVEtMENT WAlL
(WHEH JSP-OOB CAlWALK ~,~IS’ USED
40MP~ REINFORCED CONCRETE FOOTING EXTENDS FROM TOP URE FACE OF FRAME IS, WITH CONCRETE PATH
OF ALUMINIUM ANCHOR FRAME AND CONTINUES TO THE TOE,
.., "’_
FAC ’Of REvEr WAll. FOR
OF REVET’MENT ’WALL AND THE BACK FACE TO FINISH LEVEL 300MM CL.EARANCE TO REVETMENT WAlL) REVETM ENT WALL
’WITH INSIDE OF ANCHOR FRAME. MASS CONCRETE FOOTING 75 X M12 S.S DYNA BOt.:
TO HAVE 2 VE’RTICLE LAYERS G445A MESH 501’11’1 MIN COVE
,
,
1 Oml"!’ COMPRESSIB~ MATERIAL
’WHERE NO REVETMENT TOE, mOTING DEPTH TO BE 1500 MINIMUM BETWEEN FOOTING AND R ENT WAlL
’’I
,FOR 2kPc CAT’WALK LIVE LOAD ,
OR 1700 MINIMUM FOR 4kPa CAT’WALK LIVE LOAD
400 TYP
J--t-192
J J .:;\9~’tJ
.-~\,;..
~Yl?t"fk:i)I’" OO TYP
00 x 80 x 10 FB
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1
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""’’’’;’’’’00 WALl
""’"’’’’ ,
t~~~~~’_~~~~2-....~S PROFli OF RE.VETME .wALL DOES NOT
~CT AlL AREAS TO un
[!] ANCHOR FOOTING ELEVATION 100 X 100 X 10
0.\ X.
OOT WITH M12 SS
200 GAP DYNA BOLT
’
I’ LETl
148
t\f"\}\;\C~.’.J"’"
,
192 TUBE LEN
2 ,50 X 6 BRACES wanED 10 I -I t--50, .
EACH HINGE lUBE
c:=-:J t:=::J c::::::J
,
.rsb’
4 "M16 S!S_BollS
-~~~a JSP-206 TUBES 50mm t, 9 132 JSP-205 RHS FRAME UP 10
2000 LO~
t,
.
.
~,
{:i~~ .1. !
~
/~ -25 ’,’fE:!l
OHEHOS
1480 DA
--l200
.
L 6mm PlATE GUSSET
UNDER EACH CORNER
STARTER JrnY
-()()6 RHS FRAME 2O TO
JOOO LONG
3000 IIAlt.llJN l.ENG1H
6mm
am_):
GUSSEf
,
, -~ -,
,
,
JSP-002 ANGLE INTERNAL’FRAMIN
rl ,
11
~ATWALK
rl" JSP-206 TUBES 192mm LONG
lYPlC SI1TCH waDED TO JSP
OOB &: JSP 205
’
7 0
JSP-206 TUBES 50mm
tONG ON ENDS
’
SPACED AT 600mm MAX. CRS
SUPPORTING 4inm AL PLATE
OR HWD DECKING
,
,
~~~ ,
100 X 6 BRAD<ET OVER
CATWALK TO CON~~~fr~~~SLAB OR WALL HINGE
150 x 50 )( 6 ANGLE
D lUBE 00i SIDE
\~\SS.OAtE1:25 FRAME
II CAlWAIJ(
PJS1’-206 ,..,’"
’TYPICAL SlTTCH WELDED
,,’;"" LONG
CATWALK TO ANCHOR FOOTING HINGE HINGE
SCALE 1:25
150 x 50 x 6 AlUM ANGLE
1.116 SS DYNA BOL
.
STARTER JETTY
,
--------------
SCALE 1:5
NOTE:
ALL ALUMINIUM FABRICATION SHALL COMPLY WITH AS1664.
ALL AlUMINIUM SEcnONS SHALL BE GRADE 6351-T5.
AlL AlUMINIUM TO BE IN CONTACT WITH CONCRrn: TO BE COATED WITH ZINC CHROMATE. ’
ALL BOLTS AND FllTINGS SHALL BE 304 / 316, GRADE STAINLESS STEEL SCALE 1:5
"1’, "
THE .MARINA SPECIALIST ~: &ob’f eM f ke J:’ftvi"JCA TITlE: STANDARD PIANO HINGE’OPTIONS
H
G
2/.4/07 ZINC CHROMATE NOTE ADDrn
1/2/.07 DETNLS f.S PER ENGINEER
JSP
ENG.
1RADING f.S
THE
ACN 010633119 2 ,INDU~1Al. AVE
CALOUNDRA
~c,;rdna Carttno (Old)Ply I.Itl
ACN: 051074992
Ph (07) 3369 9821
ln t L(.Y (
8 I) {’J<:D~ f’J’)’ STARTER JEllY & CATWALK LAND ANCHOR DET
JSP OLD. AUSlRAlJA "’51
"
,"I\JQ c;;. {’I .K"A-~ SCALE: DATE: DRAWING NO:
F 9/9/06 UPDATED DETAILS
.
1M 1. 5 Gordner Close. t.IiIIon 4064 ’Fox (07) 3369 9721
0
C’
B
~ OATE
1/.3/03 UPDATE TO NEW EXTRUSIONS
li~1/.03 STAR’TIR’ JOO DETAILS ALlIRrn
6 o2 UPDATE LAND ANCHOR DETAILS
MlDlDMOO
~IMSH PF
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~EQ!)i
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r!fEfl~
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S PEe
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PHONE (07)5492 5925
FM’ (07) 5492 6699
T’ ,
P.O.’Box 388. Too.on9 4066.
CHECKED: R.P,LO.
/(,67
Emoil: cordnoOcorrlno.com.o
DA .
’3."J2..-D8
PROJECT: STANDARD
DRAWINGS
AS SHOWN
D~WN I CH~ED
.
1,2/2/97
DIWENSK>NS
MIWMETERS
JSP-SJ-005
,ISSUE H IA3.1
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