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Approved Plans · OPW13/0451
Plans and drawings: the text below has words only, no drawings.
SUNSHINE COAST REGIONAL COUNCIL
APPROVED
OPW 13/0451 3 Sep 2013
[OCR of page images]
JSP-009 ANGLE EACH CORNER STARTER JETTY eo
FASTENED TO WALL] sdT
: LAYER G44SA MESH BENT TD a UNDER LN TUBE IN
U}
M12 S.S DYNA OR CHEMSET ——~{_ =
TYPICAL PIVOT PIN { aaa WUOLTS OR JSP 003 LEG TO PATH | ysp—205 on! |
256 SS PIN . , 150 : - JSP-006 .
nice mnemonea mT] ~T [pe
ee Be a mano HINGE 10 FRI ‘Ev 2 / 75 X M12 SS DYNA BOL!
im HOLE IN EACH END OF HINGE PIN WITH FRONT OF REVETMENT WALL
: (WHEN USP-008 CATWALK FRAME IS USED :
40MPa REINFORCED CONCRETE FOOTING EXTENDS FROM TOP
or Tele OE HE AO Fae re eve a ~~, REVETWENT WALL
EVI A
WITH INSIDE OF ANCHOR FRAME. MASS CONCRETE FOOTING = or ERNE To) EEE Wil) 78 X M12 SS DYNA a
TO HAVE 2 VERTICLE LAYERS G445A MESH SOmm MIN COVE! ye _ a
10mm I
WHERE NO REVETMENT TOE, FOOTING DEPTH 70 BE 1500 MINIMUM BETWEEN SD REVETHENT
“FOR 2kPa CATWALK LIVE ee FOOTING AND “
OR 1700 MINIMUM FOR 4kPa CATWALK LIVE LOAD a
N,
oe oe rc we a
N
1. ca ——etO)e Be WFR RSS SSN PRORLE OF REVEIVENT WALL DOES NOT REFLECT ALL AREAS aa i320 LES To Surt
146 ie aI \ }
[e] ie] (e] . ANCHOR FOOTING ELEVATION / 100 X 100 X 10
ao ke $480 —1 p50 200 GAP LE! . . Lat wit M12_5S
: : 192 TUBE LEI : - et
2/50 x 6 Braces wegen 1_/ | ————~P one CHANNEL - Ne irs te
4 /wi6 SS BOUS . 132 : JSP-205 RHS FRAME UP TO
in ae _ Aa 4 a
>———1#00 Simm PLATE GUSSET ea i
i 200 UNDER EACH CORNER y 3000 MAXIMUM LENGTH
émm END 7 STARTER | | JETTY
cusses : . 7 ‘<} 1200 ] .
: JSP-206 TUBES 192mm LONG , . LENGTH TO SUI 1 | eee, irene ne aa,
: TYPICAL STITCH WELDED TO JSP IT] SUPPORTING 4mm AL. PLATE
008 a JSP 205 apie acs J 790 708 TUBES Somm rb : et OR HWD DECKING
CATWALK ; WELDED BETWEEN FRAME FY | (LONG ON ENDS :
, : ‘ oA z 100 X 6 BRACKET OVER
CATWALK TO CONCRETE SLAB OR WALL HINGE ees ee Ss D TUBE EACH SIDE
SCALE. 1:25 Wore / Pa pema__beee ee eo
, ™ uSP-208 TUBES 192mm LONG U JSP-206 TUBES 192mm
- | APRA SHICHI PELDED | LONG TYPICAL STITCH WELDED
CATWALK - CATWALK .
6mm END GUSSET . .
sem US CATWALK TO ANCHOR FOOTING HINGE CATWALK TO STARTER JETTY HINGE
CONCRETE STRUCTURE SCALE 1:25
fj
Mi6 SS DYNA saul
NOTE: SCALE 1:5 | oe
ALL ALUMINIUM FABRICATION SHALL COMPLY WITH AS1664.
ALL ALUMINIUM SECTIONS SHALL BE GRADE 6351-15.
ALL ALUMINIUM TO BE IN CONTACT WITH CONCRETE TO BE COATED WITH ZINC CHROMATE. .
ALL BOLTS AND FITTNGS SHALL BE 304 / 316 GRADE STANLESS STEEL SCALE 1:5
150 x 50 x 6 ALUM ANGLEN. 40 X 3, TUR
END cuss | O
SUNSAINE COAST
ya
SCALE 1:25
LIVE DECK LOAD - 2kPa
GIONAL COUNCIL
a SY |
: y
SCALE 1:5 uSP—006
n/ a3 UPDATED DETAILS
UPDATE TO_NEW EXTRUSIONS
1s 03 |STARTER® Pay DETAILS pa
QCnN}exr
THE MARINA SPECIALIST Ca d cue: LAST UV) PTY tS” TILE: STANDARD PIANO HINGE OPTIONS )
7 HNC. CHROMATE NOTE ADDED TRONG 4S ACN 010833119 2 INDUSTRIAL AVE Fae vs ore wae jet 3¢ (04) WHEN BR STARTER JETTY & CATWALK LAND ANCHOR DET
BY 0 DETAILS AS PER ENGINEER THE CALOUNDRA : ‘Carcino {Oid) Ply Lidl Ph (07) 3369 9822 NOEGe viv ek f : . ON:
Fax on 3369 9722
; WING NO:
PROJECT: STANDARD © . “| _AS SHOWN 12/2/97 _| JSP—SJ-005
MA
hs QLD. AUSTRALIA 4551 | Hievel 1, 5 Gardner Close, Mitton 4064
A PHONE (07)5492 5925 ||P. "Box 388, Toowong 4066,
FAX” (07) 5492. 6689 :
SPEcCrat+#ts ¥
:
DRAWINGS “ee | RTS re H A3)
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