Carter - Plans

 

 

REINFORCING
FRAME

FOR 16.0m - 17m LONG
1210 INT. CATWALKS ONLY
SCALE 1:25

3 REINFORCED FRAMES TO BE
LOCATED AT APPROXIMATELY
EQUAL SPACING ALONG 17m
CATWALK

 

 

NOTES:

* ALL FRAMING MATERIAL TO BE ALUMINIUM

* ALL ALUMINIUM WELDING IN ACCORDANCE WITH A.S. 1665
* ALL S.S STEEL WELDING IN ACCORDANCE WITH AS. 1554
* ALL WELDS SHALL BE 4mm C.F.W. U.N.O.

* ALL ALUMINIUM SECTIONS TO BE GRADE 6351-5.

1970 EXTERNAL STANDARD SIDE PROFILES ee
isp-205 | song INTERNAL SECTION A SCALE 140 s|_JNOT APPLICABLE

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

TOP CHORD RD / SCALE 1:25 @
HANDRAILS NOTE: BENT END OPTION CAN BE L
; USED ON ALL SIZED CATWALKS 3 UPRIGHT

JSP—202 3mm ALUMINIUM PLATE FIXED TO FRAMING AT 250mm 7.5m MAX:
UPRIGHTS a z CRS WITH 4mm AL. RIVETS & COVERED WITH

DIAGONALS COMMERCIAL OUTDOOR CARPET. OR 125 X 25mm CCA 4°-10°

9 lo TREATED & DRESSED F17 HARDWOOD PLANKS FIXED {
840 WITH 6 / 50 X 10 GAUGE STAINLESS STEEL SCREWS — 5 UPRIG

HT
EACH PLANK. tr 41m MAY:
JSP-205

rie a | aN (BENT END OPTIONAL ON ALL CATWALKS)
CHORDS x — t ! ! |

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

° NOT APPLICABLE
EXTRA JSP—202 FRAME JSP—002 aes CROSS BEAMS AND LONGITUDINALS > I “I I
— WELDED BETWEEN ALL CROSS MEMBERS FOR
STITCH WELDED TO CATWALKS WITH TIMBER DECKING. | 1000 K#— 7 UPRIGHT
OUTSIDE OF UPRIGHT (1.5kPa & 2kPa LIVE LOAD ONLY) QUAL 13m MAX:
MAXIMUM CATWALK LENGTHS UPRIGHT 2 965
_ ay
LIVE DECK LOAD 1.5 kPa 2kPa 3kPa 4kPa 1 spacine F=__"TNOT APPLICABLE 4
3 UPRIGHTS 7.5m 6.7m 6.0m 5.0m ef
5 UPRIGHTS 11.0m 10.0m 9.0m 8.5m > UPRIGHT 7
7_UPRIGHTS 13.0m 12.2m__|_11.5m 10.5m ‘5m MAX. |
9 UPRIGHTS 15.2m 13,9m 12.5m 11.0m
11 UPRIGHTS 7.7m 6.0m |) 12.7m 11.0m . ; 969,
eT INOT APPLICABLE |

 

 

 

 

 

 

 

 

 

 

 

 

 

| 11 UPRIGHT (BASE BRACING REQUIRED)

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

* DIMENSION TOLERANCES U.N.O. SHALL BE: I 17.7m MAX: |
FABRICATION - + 2.0 MACHINING - UP TO 10mm +0.1
> 10 TO 100mm +0.2 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 é& LAND ANCHOR DRAWINGS 190 TUBE
* CATWALK TO BE NO LESS THAN 500mm ONTO PONTOON AT MEAN < {4
LOW WATER. AT SN | +
* REMOVE ALL SHARP CORNERS, BURRS & WELD SPATTER. SS 1 S x ZL 200 GAP
NS lA \ Ss Lh f
‘| ROLLER DETAIL Beet Es —T
SCALE 1:5 TIMBER DECK
rT 7 TYPICAL BASE DETAIL JSP-002 ANGLE CROSS BEAMS @ 600 CRS WITH CENTRAL LONGITUDINAL
-= SSS sess} | Sa = SSS SSeS SCALE 1:100 (1.5kPa & 2kPa LIVE LOAD ONLY)
i i {
i q if
i | 145 ALUMINIUM DECK
1 |
L_| ; S pe HINGE. TUBES oe X.2 SHS CROSS, SEAMS @ 400 CRS WITH 3mm AL. PLATE DECK
(—F ooo Tr 1
po | SA tit @ © 3 = [OC
2mm SS PI at 7 Sy === i | 0 X 6 FLAT BAR WELDED TO
* + i HINGE TUBE & CATWALK END
nN 5 BULL BAR H |
aL
100 |\.670 NYLON ROLLER TO ae. CHANNEL PIANO HINGE DETAIL
127. EACH SIDE OF CATWALK. 70 SCALE 1:5
. . CLIENT: TITLE:
EE: ace Consulting Engineers} §=— THE MARINA SPECIALIST GL CARTER STANDARD CATWALK CONSTRUCTION
Ee “aL 4102 TRADING AS ACN 010633119 18 RON PARKINSON crES |S LOT 222 (32) COORAN CT
: CORBOUND PARK =
Mob +61 we “0 a QLD 4551 AUSTRALIA |— NOOSA HEADS DATE: UNITS | SCALE: SHEET:
ABN 66 099 997 985 £[email protected] lerouecr. 12/3/03 AS SHOWN 1 A3
M WAX_ LENGTHS AMENDED WA [14/1/21 | TC : PHONE(O7) 5492 5925]1) STANDARD DRAWING an
L issu CHECKED: /, RPEQ: DATE: <x DRAWN: CHECKED: APPRD: DRG No: REV:
ED FOR EDGE ENGINEERS WA_| 9/9/20 | TC ; 51.96 14/01/2001 | =” SPECIALIST
REV DESCRIPTION BY | DATE |APPD| MA JSP—GW-006 M

 

 

 

 

 

 

 

 

 

 

 

 

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