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Maclennan - Plans

Attached to the e-mail Combined Application MCU22/0070 & OPW22/0116 - DA Form 1 - Report - Plans - Owners Consent - Design Certificate - Certificate of Title – MJ Maclennan - Lot 99 (21) Witta Circle Noosa Heads - Email 1 of 1.

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Plans and drawings

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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

 

 

1370 EXTERNAL STANDARD SIDE PROFILES —_ Tl

 

 

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

JSP-205

rie 4 | aN en END OPTIONAL ON ALL CATWALKS)
CHORDS x he t t =|

 

 

 

 

 

 

 

 

NOT APPLICABLE

 

 

 

910

 

 

 

 

 

JSP-002 ANGLE CROSS BEAMS AND LONGITUDINALS

EACH PLANK. tr 41m MAX: HT

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

EXTRA JSP-202 FRAME WELDED BETWEEN ALL CROSS MEMBERS FOR
STITCH WELDED TO CATWALKS WITH TIMBER DECKING. | 1000 be 7 UPRIGHT
OUTSIDE OF UPRIGHT (1.5kPa & 2kPa LIVE LOAD ONLY) 13m MAX:
EQUAL 2 965
MAXIMUM CATWALK LENGTHS UPRIGHT
_ |
LIVE DECK LOAD 1.5 kPa 2kPa 3kPa 4kPa . —) seacng FP __“TINOT APPLICABLE 7
3 UPRIGHTS 7.9m 6.7m 6.0m 5.0m ef
5 UPRIGHTS 11.0m 10.0m 9.0m 8.5m | 9 UPRIGHT J !
7 UPRIGHTS 13.0m 12.2m 14.5m 10.5m 45.7m MAX:
9 UPRIGHTS 15,.2m 13,9m 12.5m 11.0m
965
NOTES: 11_UPRIGHTS {7.1m 76.0m__[) 12.7m 11.0m ~ ,; 205,
* ALL FRAMING MATERIAL TO BE ALUMINIUM Ff NOT APPLICABLE l |
* 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 6351-15. | 11 UPRIGHT (BASE BRACING REQUIRED)
* DIMENSION TOLERANCES U.N.O. SHALL BE: t 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 + 05 BASE AT 3500 LONG MAX SECTIONS FOR LENGTH AND SPACING TO SUIT STANDARD PIANOH HING
ALL ANGLES #1" CATWALKS REQUIRING 11 uPRIHTS\ SEE STANDARD PIANO HINGE & LAND ANCHOR DRAWINGS 490 TUBE
* CATWALK TO BE NO LESS THAN 500mm ONTO PONTOON AT MEAN = {4
TER. eT TS
REMOVE AL SHARP CORNERS, BURRS & WELD SPATTER. Ss ps “Pa x | } fF 200 GAP
BS
ROLLER DETAIL MLE M SY i=

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

SCALE 1:5 TIMBER DECK
J 7 TYPICAL BASE DETAIL JSP—002 ANGLE CROSS BEAMS @ 600 CRS WITH CENTRAL LONGITUDINAL
re sett poe SSS SS SSS SCALE 1:100 (1.5kPa & 2kPa LIVE LOAD ONLY)
i i {
i | 145 ALUMINIUM DECK
to ;
t_| | | JSP—-206 HINGE TUBES 50 X 2 SHS CROSS BEAMS @ 400 CRS WITH 3mm AL. PLATE DECK
— 4 — / (NO LONGITUDINAL REQUIRED)
cf | Tr 1
a | SH PO — = 90
12mm SS PI i Zz Hod 0 X 6 FLAT BAR WELDED TO
\. ; } to HINGE TUBE & CATWALK END
i. i q
, ihe BULL BAR —_
100 |\.670 NYLON ROLLER TO ae. CHANNEL se PIANO HINGE DETAIL
127. EACH SIDE OF CATWALK. 70 SCALE 1:5
. . CLIENT: TITLE:
EE: ace Consulting Engineers} §=— THE MARINA SPECIALIST MJ MACLENNAN STANDARD CATWALK CONSTRUCTION
Ee: nba. OLD 4 TRADING AS ACN 010633119 18 RON PARKINSON Cres |S LOT 99 (21) WITTA CIRCLE
gabba, QLD 4102 CORBOUND PARK 2 NOOSA HEADS
Mob +61 447 950 427 QLD 4551 AUSTRALIA |— DATE: UNITS | SCALE: SHEET:
ABN 66 099 997 985 [email protected] lproecr) ~SC*=<“~<“‘<C<CSCSCSt 1 2/3/03 AS SHOWN 1 A3
M MAX_LENGTHS_AMENDED MA| 14/1/21 | TC berecep: RPEQ: DATE: PHONE(Q7) 5492 5925 Q STANDARD DRAWING : : 7 ] : :
L ISSUED FOR EDGE ENGINEERS MA | 9/9/20 | TC i ~ “01/2021 = SPECIALIST DRAWN: CHECKED: APPRD: [DRG No: REV:
REV DESCRIPTION BY | DATE |APPD 3496 14/01/202 M.A 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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