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St Baker - Plans 100322 · MCU22/0007

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REINFORCING 1970 EXTERNAL STANDARD SIDE PROFILES P= aro
FRAME 19-203 | soto INTERNAL SECTION A Seu tt 2} JNOT APPLICABLE

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

TOP CHORD / SCALE 1:25 >
FOR 16.0m - 17m LONG HANDRAILS NOTE: BENT END OPTION CAN BE I
1210 INT. CATWALKS ONLY I USED ON ALL SIZED CATWALKS 3 UPRIGHT
SCALE 1:25 | 7.5m MAX:
JSP—202 3mm ALUMINIUM PLATE FIXED TO FRAMING AT 250mm
r CRS WITH 4mm AL. RIVETS & COVERED WITH
3 REINFORCED FRAMES TO BE wit [Noa 4 COMMERCIAL OUTDOOR CARPET. OR 125 X 25mm CCA 4°-10°
LOCATED AT APPROXIMATELY 9 lo TREATED & DRESSED F17 HARDWOOD PLANKS FIXED {
cae NS ALONG 17m 840 WITH 6 / 50 X 10 GAUGE STAINLESS STEEL SCREWS — 5 UPRIGHT
EACH PLANK. tr Tim MAX.
ay 4 | aN (BENT END OPTIONAL ON ALL CATWALKS)
CHORDS x —_ t : t |
° NOT APPLICABLE
JSP—002 ANGLE CROSS BEAMS AND LONGITUDINALS > I NSE I
EXTRA JSP-202 FRAME WELDED BETWEEN ALL CROSS MEMBERS FOR 7 UPRIGHT
STITCH WELDED TO CATWALKS WITH TIMBER DECKING. | 1000 La
OUTSIDE OF UPRIGHT (1.5kPa & 2kPa LIVE LOAD ONLY) 13m MAX:
EQUAL 965
MAXIMUM CATWALK LENGTHS UPRIGHT
_ |
LIVE DECK LOAD 1.5 kPa 2kPa 3kPa 4kPa . | seacng FF __“TINOT APPLICABLE |
3 UPRIGHTS 7.5m 6.7m 6.0m 5.0m ef
5 UPRIGHTS 11.0m 10.0m 9.0m 8.5m 9 UPRIGHT J
7 UPRIGHTS 13.0m 42.2m 11.5m 10.5m | 15.7m MAX: |
9 UPRIGHTS 15.2 13,9rm 12.5m 11.0m
965
NOTES: 11_ UPRIGHTS {7.1m 76.0m__[) 12.7m 11.0m ~ ,; 205,
* ALL FRAMING MATERIAL TO BE ALUMINIUM na NOT APPLICABLE r
* ALL ALUMINIUM WELDING IN ACCORDANCE WITH A.S. 1665
* ALL S.S STEEL WELDING IN ACCORDANCE WITH A.S. 1554
* ALL WELDS SHALL BE 4mm C.F.W. U.N.O.
* ALL ALUMINIUM SECTIONS TO BE GRADE 6351-T5. | 11 UPRIGHT (BASE BRACING REQUIRED) |
* DIMENSION TOLERANCES U.N.O. SHALL BE: I 17.7m MAX: 1
FABRICATION — + 2.0 MACHINING — UP TO 10: 0.1
5 10.0 100mm 40.2 PROVIDE 50 X 6 FB DIAGONAL BRACING UNDER JSP-206 PIANO HINGE TUBES WELDED TO CATWALK END
> 100mm + 0.5 BASE AT 3500 LONG MAX SECTIONS FOR LENGTH AND SPACING TO SUIT STANDARD PIANOH HING!
ALL ANGLES ET" CATWALKS REQUIRING 11 uPRIHTS SEE STANDARD PIANO HINGE & LAND ANCHOR DRAWINGS 490 TUBE
* CATWALK TO BE NO LESS THAN 500mm ONTO PONTOON AT MEAN = {
LOW WATER. zi SI
* REMOVE ALL SHARP CORNERS, BURRS & WELD SPATTER. SS p SS ¥ | } Fp GAP
~ lA \ Ss fh i
_ | ROLLER DETAIL het nL +
SCALE 1:5 TIMBER DECK
T j TYPICAL BASE DETAIL JSP-002 ANGLE CROSS BEAMS @ 600 CRS WITH CENTRAL LONGITUDINAL

eee eS SCALE 1:100 (1.5kPa & 2kPa LIVE LOAD ONLY)

145 ALUMINIUM DECK

I | | JSP-206 HINGE TUBES 50 X 2 SHS CROSS BEAMS @ 400 CRS WITH 3mm AL. PLATE DECK
fone | I / (NO LONGITUDINAL REQUIRED)
a MN

64 | 1 lh ’ I
12mm SS PI . a 19 |\ © 3 a 51 (OC

 

 

 

 

 

 

0 X 6 FLAT BAR WELDED TO

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

= } <x i HINGE TUBE & CATWALK END
, ihe BULL BAR —_
100 |\.670 NYLON ROLLER TO ane. CHANNEL PIANO HINGE DETAIL
127 EACH SIDE OF CATWALK. 70 SCALE 1:5
EE: HAGE Coneling Bognees]! §=—= THE MARINA SPECIALIST “NE TC & JK St BAKER ™ STANDARD CATWALK CONSTRUCTION
Ee: ba, OLD 4102 TRADING AS ACN 010633119 18 RON PARKINSON crES |S LOT 92 (7) WITTA CIRCLE
Oe CORBOUND PARK = NOOSA HEADS
ABN 66 099 997 985 enpneeringderichtonedge. com “riletty. QLD 4551 AUSTRALIA J] DATE: UNITS | SCALE: SHEET: A3
M WAX LENGTHS AMENDED WA | 14/1/27) TC 2 PHONE(O7) 5492 5925] aan STANDARD DRAWING 12/3/03 mm JAS “SHOWN
L ISSUED FOR EDGE ENGINEERS WA_| 9/9/20 | 1C_|CHECKED: / . | REG: DATE: == SPECIALIST <x DRAWN: CHECKED: APPRD: |DRG No: REV:
REV DESCRIPTION BY | DATE |APPD 5496 14/01/2021 MA JSP—GW-006 M

 

 

 

 

 

 

 

 

 

 

 

 

 

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

 

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