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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.
Plans and drawings
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Log in to see the plans as drawn1370 [OCR of page images] — wn L PROPOSED <NOOSA INLET> = \ PONTOON S a 1 Pal ao" im us 9 NAVIGATION. CORRIDOR = a 10598 ~~ 14572 T 5000 T 10598 | Bs; 14572 ——# QUAY_LINE —_ z —& — ~~ ™ CAST ALUMINIUM FENDER RUBBER WATER ALLOCATION AREA eB —_ Oo _— JS am i is — ™ MOORING CLEATS TO ALL SIDES = -“ 1500 WATER e ~ ee fo Vf _ os 2 \\ ALLOCATION i ~ ™ eo re = = T +. - a aN kT BOUNDARY J ~ eo | ALUMINIUM. DECK | = Sen No BOUNDARY 13748 , ~ 4 TYPE PONTOON | \ = 8 Pp 2500 —} [NK Es JETY 3-7 / » LADDER | — | Ss / | | | 2 | er =| = | | | > Cy 2 x 0315 83kNm | | ee LOT 99 /| R.C INSITU PILES | So SI / LIGHT : WITH 6-ROLLER SWIVEL az LOT 98 2S 21846 Sis LOT 100 f POST 1370 TYPE PILE BRACKETS | = N ae cP N iN / (DRG No. JSP-SD-187) Ww S NN i‘ ' / > 1800 WATER - \ \ | / 2 TAP & 2 HOSE S ALLOCATION S ‘ \ | ( S HOLDERS ° BOUNDARY iS \ \ i / ° Ss i i S \ | / g 8 | ig \ \ ! / oO _ \ 4433 pe / ~ | & \ 2-595 43 40 me / S S, \ > ‘994 — / = I = N a ms / porrrnnnnn ET | ie NU 7 i | & NA EXISTING JETTY | | ! | te TO BE REMOVED | STANDARD PIANO HINGE ja <WITTA CIRCLE> oN | CONNECTION TO STARTER JETTY | I Zz POSITIONED AT CENTRE OF GATE | eS | (REFER DETAILS) | S | i yt 8 SITE PLAN & | |. 5 WATER ALLOCATION 200 | fe Se | PROPERTY BOUNDARY / RETAINING WALL | J le SCALE 1:500 SY rr i fe | re IS | = IS i z I < I iO fl io T i z ca | = Lavoine 600-4 HANDRAIL ! fe _ L | 6 x FOOTINGS i a HANDRAIL 900 11500 +4 10850 ra Se ! - i 2 NOTES: i 8 Existing structures shown in approx position | a i ' in DESIGN LOADINGS: BERTHING: i IS LIVE LOAD: 5p Maximum net vessel length - 6.0m LOT 99 LAYOUT PLAN i 2 ontoon - |. a aximum wet vesse eam — 2.0m ! Hinged Catwalk — 1.5kPa CP N21846 SCALE 1:100 ; e Starter Jetty — 2.0kPa H = GE ace consulting Beinees} §=— THE MARINA SPECIALIST SURVEY DATA | |" vi) MACLENNAN re SITE PLAN, LAYOUT PLAN Es: abo, QLD 4102 TRADING AS ACN 010633119 18 RON PARKINSON CRES }DATUM Ss LOT 99 (21) WITTA CIRCLE & WATER ALLOCATION Ph: +617 3367 3570 CORBOULD PARK HORI — NOOSA HEADS THE QLD 4551 AUSTRALIA | "ad" — DATE: UNITS SCALE: SHEET: ani scom are odtunOorchlonedge.com PHONE(O7) 5492. 5925) CHT cp) ROT: 25/01 /2022 1:500 1:100 [1 A3 CHECKED: RPEQ: DATE: SPECIALIST oricin |AHD_DERRIVED| 2? PROPOSED PONTOON / CATWALK — penne CHECKED: APPRDS TORO To: REV: REV! DESCRIPTION BY | DATE. |APPDI 5496 02/03/2022 SS oors AND STARTER JETTY TDB JSP-SJ-35810 A
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Page 2
PIANO HINGE CONNECTION
TO STARTER JETTY
(REFER DETAILS)
SHOWN FOR NN
HAND RAILS NOT
TILED AREA ~RL 2.60m
1500
FOR FOOTINGS, STARTER JETTY
& STEPS REFER DETAILS
4
188
~RL_2.412m
—.—.PROPERTY
BOUNDARY
EXISTING
RETAINING WALL
REV
DESCRIPTION
BY
DATE
APPD
|CHECKED:
»GE
DRY SAND
AREA
12000
TOP OF PILES R.L 3.2m
Es CATWALK AT HAT
QUAY LINE
PONTOON @ HAT
RPEQ:
Nee e tenet eeeeeees .. AHD R.L 0.0m
nee LEVEL DATUM
nee see eee eee eee cee dee cee eee eee eee ede eee eee eee e teen ee efes “MLWS R.L 0.25m
eee eee dere mere po ese r cece cee cece mbm ester sete eee eee i" *LAT RL 0.42m
|
APPROX CANAL > |
PROFILE 3 a |
s° |
Bi Kj
Bo ee
oz ae
ee —
oa
z=
gs PS
Gs 9315 83 kNm R.C INSITU PILES
=
az
ELEVATION DETAILS zs
SCALE 1:50 3
Ba
oO
Crichton EDGE Consulting Engineers] ==THE MARINA SPECIALIST SURVEY DATA | |" vi) MACLENNAN T™ ELEVATION
Hiooloecebbo, ap 4102 TRADING AS ACN 010633119 18 RON PARKINSON CRES | DATUM Ss LOT 99 (21) WITTA CIRCLE
Ph: +61 7 3367 3570 THE QLD 4551 AUSTRALIA | HOR. — NOOSA HEADS DATE: UNITS |SCALE: SHEET:
ABN 66 099 997 985 [email protected] GRID > A3
OnE: PHONE(O7) 5492 5925] ROT lap DERRVED|Y?!"" PROPOSED PONTOON / CATWALK 25/01/2022 | wa [1:50 2
* —z7 SP ECIALIST SURVEY DRAWN: CHECKED: APPRD: |DRG No: REV:
5496 02/03/2022
BOOKS
AND STARTER JETTY
TDB
JSP—SJ=355811
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
Page 3
2040 | _HAND RAIL THIS SIDE ONLY;
' 1900 ; HANDRAILS FROM A SHOWN FOR CLARITY
-£ ——
JSP—202 Lf 4
MID RAILS
S
[ aaa Ss
POSTS WELDED TO 600 )
OUTSIDE OF FRAME 3
. +
| 3s
7 fer oF 10 THK BASE PL WITH —t
S J 3 x M12 CHEMSET BOLTS
CROSS BRACING ‘] of! 50x 2 SHS
FROM 50 x 2 SHS >{150 = |! CROSS BEAM'S
_— uw
a £3 A & | i
x 3 ; 3
5
® °
| 100 x 100 x 3 SHS POSTS t 8
WITH 10 THK BASE PLATE ~
8 & M12 CHEMSET SS BOLTS
oO
10 PL [ REVETMENT WALL
_ ee _ a 4mm ALUMINIUM PL DECKING
i] rah] | COVERED WITH OUTDOOR CARPET
foc goo fle FOOTINGS TO FOUND (NOT FULLY SHOWN FOR CLARITY)
8 bo SQ TF]! BELOW INFLUENCE LINE —
® png bd Li OF REVETMENT WALL 1400 CRS JSP=206
fed tbe JSP—205 RHS | | HINGE TUBES
_ a ASSUMED FOOTINGS ARE awe ‘800
FOUNDED ON NATURAL PLAN VIEW
SOIL WITH 100 kPa
1400 ORS BEARING CAPACITY TILED AREA -
188 ;
- 2040 4
JSP-009 jo
STARTER JETTY STARTER wn Jo son. LANDING
SIDE VIEW E sprees tT ooo
6 pL be
Wi2 S316 BOLTS PN 59-009
Ss
3 2 Bow
[7 5 6 JSP-404
g /
STEPS NOT 7
CROSS BRACING SHOWN FOR STRINGERS; JSP~008 -
FROM 50 x 2 SHS x 50 x
* CLARITY LENGTH=1827 re
Te ra ~ a toy) ok . a
pas cen mi pant They T
ee roe 100 x 100 x 3 SHS POSTS are beet
ed oe | WITH 10 THK BASE PLATE baeet Paar) ||
a] es & M12 CHEMSET SS BOLTS ro bof) \ REVETMENT
bod toteed IN-BETWEEN CROSS BRACING bad cer} || WALL
MASS (40mPa) CONCRETE FROM 50 x 2 SHS a
FOOTINGS REINFORCED |. FooTIne 1400 ces ———--— FooriNe 925 crs—+l | — — | — 599 —+
WITH G445A MESH CAGE 200 1400 CRS 500
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
S Lal = H0CE Consulting Bgnees} = THE MARINA SPECIALIST SURVEY DATA | |" vd MACLENNAN ME STARTER JETTY & STEPS DETAILS
wl Woollongobbo, QLD 4102 TRADING AS ACN 010633119 18 RON PARKINSON CRES | DATUM Ss LOT 99 (21) WITTA CIRCLE
SES iningerichionedge-com THE ett QLD 4551 AUSTRALIA | MORZ- — NOOSA HEADS DATE: UNTS [SCALE: SHEET. A3
PHONE(O7) 5492 5925] FEHT [aun peRRves]o) nr 25/01/2022 | wm |1:25 3
3 UPDNTED FOOTING NOTE PER EDGE REQUEST| 10B 23/02/20} SB] CHECKED: ~ |RPEQ: DATE: = SPECIALIST ORIGIN ee PROPOSED PONTOON / CATWALK DRAWN: CHECKED: APPRD: TDRG No: REV:
REV DESCRIPTION BY | DATE. IAPPD! 5496 02/03/2022 — oors AND STARTER JETTY TDB JSP-SJ-35812 B
Page 4
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
Page 5
-— | -—" 20-—~| [80 90
25¢ S.S
~--~----------~----E[_--------}--------------------—-------------~- 2-2 nnn nnn 70% X 10 LOCKING PLATE — PIVOT PIN PILE FACE—
42
ae a.
CUSSETS Diiresnccsecnssaceaeed
BOTTOM | Tt
» N
(. l
4 / M8 CS SS BOLTS |
JSP—206 TUBE JSP—206 WELDED
WELDED INTO INTO JSP-—308 ANGLE
ROLLER BRACKET PLAN VIEW
SCALE 1:5 S.S PIVOT PIN JSP—209 SECTION (A
: SCALE 1:2\—/
315
JSP—209
FRAME CHANNEL * ALL BOLTS & FITTINGS TO BE 304 OR 316 STAINLESS STEEL.
6 H.D.P.E ROLLERS * DIMENSION TOLERANCE ~ + 2.0mm
WITH 12¢ S.S PINS * REMOVE ALL SHARP CORNERS, BURRS & WELD SPATTER.
6 ROLLER
GUIDE BRACKET
S.S PIVOT PIN
FIXED TO JSP—209 WITH
4 / M8 CS S.S BOLTS
i
| b 577
t 700
PILE
NOTES:
* ALL ALUMINIUM WORK TO COMPLY WITH AS1664,
* ALUMINIUM TO BE GRADE 6351-15,
10mm CHEEK * ALL ALUMINIUM WELDING IN ACCORDANCE WITH AS. 1665
PLATES FULLY * ALL WELDS SHALL BE 8 CF.W. U.N.O.
WELDED INTO * ALL BUTT WELDS TO BE FULL PENETRATION.
* BOLT INSULATION SHALL BE ACHIEVED WITH A LIBERAL COATING OF
OURALAC APPLIED TO ALL CONTACTING SURFACES.
ULTIMATE LOAD CAPACITY = 15 kN
ONLY SUITABLE FOR SMALL PONTOONS IN SHELTERED SITES
BERTHING SMALL, LIGHT WEIGHT VESSELS UP TO {0m
ROLLERS SHOWN WITHOUT
CHEEK PLATES FOR CLARITY
s,
e
4
[ --------4
r
FRONT VIEW SIDE VIEW
PONTOON
IS 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
THE MARINA SPECIALIST sunshine coast office (CUENT: MJ MACLENNAN
TRADING AS ACN 010633119 2h NOUSTRIAL AYE F M Pp R Fo 45 Brishane Road Movloolaba OM LOT 99 (21) WITTA CIRCLE
Ser QLD. AUSTRALIA 4551 ENGINEERING 76 Bor LOD Veelosaba (id 4587 NOOSA HEADS
=H 119761510 ABN 2111276 adminscBemph fine ul
PHONE (07)8492. 5925 | [ACN H27615I0 ABN 2iuzzEIs10_* NTN —— PROJECT:
B_[0/7/15 MOUNTING PLATES INCREASED T0_20mm|carpito Eee FAX (07) 5492 6699 Cee 4 RPEQ. 1/8 ig STANDARD DRAWING
DATE AMENDMENT REQ SPECIALIST 6772
x
TE: PIVOTING PILE BRACKET CONSTRUCTION ) |
315 DIA PILE
SCALE: DATE: DRAWING NO:
AS SHOWN | 4/3/14 JSP—SD-187
DRAWN (CKED {DIMENSIONS SUE
MA ae MILLIMETERS Bj A3)
t
Page 6
6 / N16 BARS 4-1 FULL LENGTH --4 40mm COVER N. --4 R6 HELIX ——t @ 65 PITCH = -\_| +4 Ms J 315¢ HUMES ~ UPVC FORMER ONG “v4 6 / N20 BARS FULL LENGTH 40mm cover \ R6& HELIX @ 65 PITCH _w 315% HUMES UPVC FORMER oN R6 HELIX @ 65 PITCH 315@ HUMES UPVC FORMER ON “4 6 / N20 BARS 4-1 FULL LENGTH 4- & 3 7 N20 BARS 4-4 TO 2m OF TOP 4-4 40mm COVER NOT APPLICABLE GRADE N32 <1" 4 MASS CONCRETE den TO BASE OF PILE --4 REINFORCING TO EXTEND ~ TO WITHIN 300 FROM — BOTTOM OF PILES at 315 DECK PILE GRADE N32 MASS CONCRETE TO BASE OF PILE REINFORCING TO EXTEND TO WITHIN 300 FROM BOTTOM OF PILES 3158 PONTOON PILE GRADE N32 MASS CONCRETE TT TO BASE OF PILE 4- REINFORCING TO EXTEND i: TO WITHIN 300 FROM ~ BOTTOM OF PILES qo pen ue: tn Wel: ee ween: Suen Wiue:Se vle vWueue:Suiu:Siel: e eeuiueWuies uieh Weie een wee Oie 315¢ PONTOON PILE 83kNm R6 HELIX @ 65 PITCH oN 400% HUMES UPVC FORMER Ny | 6 / N20 BARS FULL LENGTH & 3 / N20 BARS TO 3m OF TOP 40mm COVER L--1 L--1 R6 HELIX @ 65 PITCH Ng L-—T KR L--T 400% HUMES UPVC FORMER Ny | ft 6 / N24 BARS FULL LENGTH Peo & 3 / N24 BARS fd TO 3m OF TOP 4 40mm COVER er NT NOT APPLICABLE Lp | ! GRADE N32 MASS CONCRETE TO BASE OF PILE REINFORCING TO EXTEND TO WITHIN 300 FROM BOTTOM OF PILES 400% PONTOON PILE 130kNm GRADE N32 MASS CONCRETE rrr t TO BASE OF PILE 7 REINFORCING TO EXTEND 44 TO WITHIN 300 FROM BOTTOM OF PILES ATT 400% PONTOON PILE 172kNm Mob +61 447 950 427 ABN 66 099 997 985 [email protected] THE B fa Crichton EDGE Consulting Engineers| 1st Floor, 28 Balaclava St wl Woollongabba, QLD 4102 TRADING ett 46kNm 61kNm E ISSUED FOR EDGE ENGINEERS WA | 9/9/20 | TC _|CHECKED: REV DESCRIPTION BY | DATE |APPD / RPEQ: DATE: 5496 17/09/2020 ACN 010633119 => SPECIALIST ™ THE MARINA SPECIALIST CuENT: MJ MACLENNAN 18 RON PARKINSON CRES |S LOT 99 (21) WITTA CIRCLE Comsous ee I°] NOOSA HEADS 315 & 400 DIAMETER REINFORCED QLD 4551 AUSTRALIA |= DATE: sa) UNITS | SCALE: SHEET: PROJECT: 20/4/99 | MM | 1:25 Pa on oe ree 2 STANDARD DRAWING DRAWN: CHECKED: APPRD: |DRG No: MA Te_ | JSP-SD-045 TITLE: CONCRETE INSITU PILE CONSTRUCTION A3 .
Page 7
424 FREEBOARD CAST ALUMINIUM MOORING CLEATS BOLTED TO DECK QUANTITY PER CLIENT PLAN DRG 1200 PLATE 3000 200 TE 1 PI — PILE GUIDE BRACKETS — 550 PL re f | JSP—400 RHS PONTOON FRAME TO FRONT & BOTH Ns GRADE SL POLYSTYRENE FLOTATION BLOCK FULLY ENCASED ALL SEAMS TO BE FULLY WELDED TO SEAL POLYSTYRENE AGAINST WATER, MARINE ORGANISMS OR CHEMICAL ATTACK FIT FLOTATION BLOCK TO FRAMEWORK PRIOR TO FITTING AL. SHEET DECK 4880 1 REAR ELEVATION SCALE 1:50 5000 TO 12000 co ** LONGITUDINAL BEAMS @ 2405 CRS 100 x 75 x 2 AL. RHS A ** 2405 CRS (2405 PLATE LENGTH) x | ———————————— ne SS \_100 x 75 x 2 AL. RHS TRANSVERSE BEAMS @ 400 CRS | ( 1 WITH 1.5mm HDPE SHEETING 375 FOAM THICKNESS (nec pss9 4 ** NOTE FOR PIVOTING ROLLER BRACKET TYPE REFER CLIENT PLAN DRAWING 100 x 75 x 2 AL. RHS TRANSVERSE BEAMS 104 a | gg | END ELEVATION SCALE 1:50 MAXIMUM LONGITUDINAL BEAM CENTRES @ 2405mm BASED ON STANDARD PLATE SIZES & AVAILABILITY 4mm ALUMINIUM DECKING PLUG WELDED OR RIVETED @ 250 CRS TO FRAMEWORK & COVERED WITH COMMERCIAL OUTDOOR CARPET FIXED TO PONTOON FRAME \ a JSP-305 RHS PONTOON FRAME \ WITH 2 x M20 S.S BOLTS Soe TO BACK SIDE ONLY a 600 PLAN VIEW CONSTRUCTION NOTES: SCALE 1:50 * ALL ALUMINIUM WORK TO COMPLY WITH AS1664 ALUMINIUM CLEATS * EXTRUDED ALUMINIUM TO BE GRADE 6351-15 OR 6063 BOLTED TO 50 x 10 ANGLE * PLATE ALUMINIUM TO BE GRADE 5083 (ANGLE WELDED INSIDE EDGE) Tae eee ee * ALL ALUMINIUM WELDING IN ACCORDANCE WITH AS1665 - er es I Te ES an \ & JSP-305 * ALL STAINLESS STEEL INCLUDING BOLTS, NUTS WASHERS SHALL BE GRADE 316 SA fai aa sb ah * ALL WELDING SHALL BE IN ACCORDANCE WITH 1554 —</ * BOLT INSULATION SHALL BE ACHIEVED WITH A LIBERAL COATING OF DURALAC QS < 100 x 75 x 2 AL. RHS APPLIED TO ALL CONTACTING SURFACES F * DIMENSION TOLERANCES UNO SHALL BE: FABRICATION; + 2.0 100 x 75 x 2 AL. RHS WELDED BETWEEN PVC SNAP IN E \ 100 x 75 x 2 AL ) cE) LONGITUDINAL BEAMS ae : RENOVE, AL SHARP CORNERS, BURRS & WELD SPATTER | em “+ C Naren a mm RES * PONTOON LIVE LOAD — 3kPa 100 x 75 x 2 AL. RHS * CONCENTRATED LOAD — 4.5kN OVER 300mm DIAMETER DECK SURFACE AREA WELDED WELDED BEVEEN aus * PILE BRACKET MAXIMUM ULTIMATE LOAD; 15kN 7 100 x 100 x 2 AL. RH SECTION-A a LONGITUDINAL BEAMS SECTION-B JSP-400 RHS SCALE 1:5 & ENDS SCALE 1:5 PESIMETER FRAME . . . A TITLE: ti Er Chin GE Casuting Eger] ~— THE MARINA SPECIALIST SUE MJ MACLENNAN 3m WIDE ALUMINIUM DECK PONTOON | Woollongobbe, QLD 4102 TRADING AS ACN 010633119 18 RON PARKINSON CRES | LOT 99 (21) WITTA CIRCLE 5m TO 12m LENCTH Ph: +61 7 3367 3570 = CORBOUND PARK — NOOSA HEADS eames THE QLD 4551 AUSTRALIA | DATE: UNITS SCALE: SHEET: ABN 66 099 997 985 [email protected] : . A3 - MEY PHONE(O7) 5492 5925}unf ee 09/08/2021 | wm 1:50 1:5 | |_| CHECKED: ~]RPEQ: DATE: SPECIALIST <x STANDARD DRAWING [ BRAWN: — CHECKED: APPRD: [ORG No: REV: REV] DESCRIPTION BY | DATE _[APPO) 5496 11/08/2021 — 10B JSP-SD-206/8 A 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