Approved Plans MCU20-0137 & OPW20-0220 · MCU20/0137

           -

   NOOSA COUNCIL
   APPROVED PLAN
MCU20/0137 & OPW20/0220
      14 JAN 2021


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REINFORCING 1970, EXTERNAL STANDARD SIDE PROFILES
FRAME woe ea | tata wreenac i: sea 00 el NOT APPLICABLE
FOR 16.5m - 1%7m LONG HANDRAILS Stale 120 NOTE: BENT END OPTION CAN BE : —— :
1210 INT. CATWALKS ONLY USED ON ALL SIZED CATWALKS 3 UPRIGHT
SCALE 1:25 JsP—202 3mm ALUMINIUM PLATE FIXED TO FRAMING AT 250mm pom MN
CRS WITH 4mm AL. RIVETS & COVERED WITH
3 REINFORCED FRAMES TO BE Ca NI 4 COMMERCIAL OUTDOOR CARPET. OR 125 X 25mm CCA 4°-10° NOT APPLICABLE
LOCATED AT APPROXIMATELY 5 lo" TREATED & DRESSED F17 HARDWOOD PLANKS FIXED {i ~~ T ~~
EQUAL SPACING ALONG 17m 84a WITH 6 / 50 X 10 GAUGE STAINLESS STEEL SCREWS = 5 UPRIGHT
CATWALK EACH PLANK. TOOL iim MAX.
USP-205 7 (|| an (BENT END OPTIONAL ON ALL CATWALKS)
BOTTO! x ; ;
CHORDS < he t t t t ! aA
If “I | I o
\ at Jsp_200 FRAME JSP-002 ANGLE CROSS BEAMS AND LONGITUDINALS >
— WELDED BETWEEN ALL CROSS MEMBERS FOR
TITCH WELDED TO CATWALKS WITH TIMBER DECKING, —=| 1000 |. 7 UPRIGHT |
OUTSIDE OF UPRIGHT (1.5kPa & 2kPa LIVE LOAD ONLY) t 13m MAX: 1
EQUAL e& 965
MAXIMUM CATWALK LENGTHS | Space — : ~
LIVE DECK LOAD 1.5 kPa 2kPa 3kPa 4kPa NOT APPLICABLE
QO
3_ UPRIGHTS 7.5m 6.7m 6.0m 5.0m 2 So
5 UPRIGHTS 11.0m 10.0m 9.0m 8.5m 9 UPRIGHT a
7 UPRIGHTS 13.0m 12.2m 11.5m 10.5m L 15.7m MAX: |
9 UPRIGHTS 15.7m 13.9m 12.5m 11.0m
NOTES: 11 UPRIGHTS 17.0m 147m |_12.5m 11.0m - | . 25,
* ALL FRAMING MATERIAL TO BE ALUMINIUM
* ALL ALUMINIUM WELDING IN ACCORDANCE WITH AS. 1665 NOT APPLICABLE |
* ALL S.S STEEL WELDING IN ACCORDANCE WITH AS. 1554 NOOSA COUNCIL NT I
* ALL WELDS SHALL BE 4mm C.F.W. U.N.O.
* ALL ALUMINIUM SECTIONS TO BE GRADE 6351-15. | 11 UPRIGHT (BASE BRACING REQUIRED) |
+ DIMENSION TOLERANCES U.N.O. SHALL BE: APPROVED PLAN } 17m MAX: 1
sean ee ee eee SH 10 1d0m 0.2 MCU20/0137 & OPW20/0220 PROVIDE 50 X 6 FB DIAGONAL BRACING UNDER JSP-206 PIANO HINGE TUBES WELDED TO CATWALK END
5 100mm +05 BASE AT 3500 LONG MAX SECTIONS FOR LENGTH AND SPACING TO SUIT STANDARD PIANOH HING
ALL ANGLES. 14 JAN 2021 CATWALKS REQUIRING 11 uPricats \\ SEE STANDARD PIANO HINGE & LAND ANCHOR DRAWINGS 490 TUBE
* CATWALK TO BE NO LESS THAN 50Gmm ONTO PONTOON AT MEAN y= Ji
LOW WATER. SQ MAT SS VA | +
* REMOVE ALL SHARP CORNERS, BURRS & WELD SPATTER. 200 GAP
po NT BUY £ I
‘| ROLLER DETAIL testo FT
SCALE 1:5 TIMBER DECK
i— — TYPICAL BASE DETAIL JSP-002 ANGLE CROSS BEAMS @ 600 CRS WITH CENTRAL LONGITUDINAL
Sere see | a SCALE 1:100 (1.5kPa & 2kPa LIVE LOAD ONLY)
i 7
i ds ; i ALUMINIUM DECK
i 4 ; t SP-206 HINGE TUBES 50 X 2 SHS CROSS BEAMS @ 400 CRS WITH 3mm AL. PLATE DECK
—————— = [ (NO LONGITUDINAL REQUIRED)
_A ee pe LHE® “es IO
po 19 Ik J == H 0 X 6 FLAT BAR WELDED TO
tenn Ss PI \ to A yf HINGE TUBE & CATWALK END
qs i
, lies BULL BAR td
100 \\__670 NYLON ROLLER TO 7 CHANNEL — PIANO HINGE DETAIL
127. EACH SIDE OF CATWALK. Q scat 15
= > PE PM cretion ence constng tagnees] = TIT, MARINA SPECIALIST GEN DAKL PTY LTD mE STANDARD CATWALK CONSTRUCTION
: a i mo *t aan TRADING AS ACN 010633119 18 RON PARKINSON cRES |S Lot 29 (59) WYUNA DR
ob 461 447 950 427 5 CORBOUND PARK = || NOOSAVILE
ee [email protected] | "HE QLD 4551 AUSTRALIA |-— DATE: UNITS SCALE: SHEET:
| se ABN 68 099 997 995 [email protected] ABW pLQNE(7) 5492 5925 [un] POET 12/3/03 mm |AS SHOWN 1 A3
L TSSUED FOR EDGE ENGINEERS WA 979/20 TC CHECKED: ; bla. jPPee E96 e a0a/2a20 SPECIALIST << STANDARD DRAWING A, CHECKED: APPRD: "SP cw 006 T
REV DESCRIPTION BY_|_DATE [APD | = / —GW-
THIS DRAWING IS SUBJECT TO COPYRIGHT AND CANNOT BE REPRODUCED IN PART OR FULL OR PASSED ON TO A THIRD PARTY WITHOUT THE WRITTEN PERMISSION OF THE JETTY SPECIALIST