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Carter - Plans
Attached to the e-mail Combined Application MCU22/0065 & OPW22/0103 - DA Form 1 - Owners Consent - Plans - Cover Letter - Design Certificate - Title Certificate - Lot 222 (32) Cooran Ct_ Noosa Heads - Email 1 of 1.
Plans and drawings
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Log in to see the plans as drawnTHIS 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 ae pL PROPOSED PONTOON 18003 EXISTING PONTOON a __NAVIGATION. CORRIDOR 18500 ———+ QUAY_LINE | aw TT FE TTD —— ~~ | \ | 8 oN \ 7688 | 5000 | 18003 S 3S | ] gs 7 ~ = \ CAST ALUMINIUM AUSTRALIAN JETTY FENDER TO | ye | y \ \ MOORING CLEATS FRONT MOORING FACE. ONLY 27889 pe ee — pf ee ee ee. ! ; Ha $329 ; / T a aa = EXISTING PONTOON & EXISTING BOAT \ | i ALUMINIUM. DECK | | —~ CATWALK TO BE REMOVED RAMP’S 1 \ \ I TYPE PONTOON | 8 Ih | LOT 221 wy LOT 222 one | aie CP N21857 . \ | y_renver RUBBER TO BACK OQ \ FACE & 2 SIDES ONLY ! SE | 1 vs \ 2 x 6315 83kNm 1 \ 4 \ R.C INSITU PILES \ vo | WITH 6-ROLLER SWIVEL \ “ | nnn TYPE PILE BRACKETS wee We ra LOT 223 | (DRG No. JSP-SD-187) ve VES 2 | ae oe | | 8 TAP & 2 HOSE oe ~ \ \ EXISTING u HOLDERS \ | BOAT RAMP z <—COORAN CRT? \ | S We — a g SITE PLAN & | T WATER ALLOCATION | SCALE 1:500 | \ p 13/0 STANDARD LAND ANCHOR & | | PIANO HINGE CONNECTION | | i : i PROPERTY BOUNDARY / RETAINING WALL SO nl \ | 1 ' 700 1480 4 8500 | NOTES: Existing structures shown in approx position \ LAYOUT PLAN LOT 222 DESIGN LOADINGS: BERTHING: SCALE 1:100 CP N21857 LIVE LOAD: Maximum wet vessel length — 6.0m \ Pontoon — 1.5kPa Maximum wet vessel beam — 2.8m Hinged Catwalk — 1.5kPa GE HOGE Consuting Exginees] = THE MARINA SPECIALIST SURVEY DATA] | "GL CARTER TS SHE PLAN, LAYOUT PLAN ees alo 4102 TRADING AS ACN 010655119 18 RON PARKINSON CRES IOATUM 6} LOT 222 (32) COORAN CRT & WATER ALLOCATION ee owen THE ett QLD 4551 AUSTRALIA | MORZ- ~ NOOSA HEADS DATE: UNITS SCALE: SHEET: [email protected] ABN 66 089 SH7 Sp y FEIGHT ep] PROUECT: 21/01/2021 | wm |1:500 1:100 |1 A383 cRECKED: RPEO: DATE: SPECIALIST PHONE(O7) 5492 5925 | ORIG [AHD DERRIVED| “2 PROPOSED PONTOON & CATWALK -ophmr—cucacen Appear toes no: RE: REVI DESCRIPTION BY | DATE. /APPDI / 5496 02/02/2022 — oors T0B. SB JSP-SJ—35850 A
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Page 2
PIANO HINGE CONNECTION
TO STANDARD LAND ANCHOR
REMOVE/CUT BACK WALL SO
THAT LAND ANCHOR IS FLUSH
PROPERTY
BOUNDARY
EXISTING
RETAINING
WALL
CATWALK AT LAT
SLOPE 1:5.5 ==
DRY SAND
AREA
12000
APPROX CANAL
PROFILE
ELEVATION DETAILS
SCALE 1:50
ae
|CHECKED:
REV
DESCRIPTION
BY_|_ DATE _[APPD
[0
a
Zz
<=
a
ld
a
Zz
mH
a
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—
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i
Zz
gq
=
a
ir
a
=
ao
2
=
2
S
oD
mo
TOP OF PILES R.L 3.2m
r- 424 FREEBOARD
PONTOON @ LAT |
QUAY LINE
AN 3 PONTOON @ HAT!
ccnp
or 83 kNm R.C INSITU PILES
oc ee ee eee ere eee “yf + HAT R.L 0.68m
J. -MHWS R.L 0.36m
AHD R.L 0.0m
LEVEL DATUM
r+ -MLWS R.L 0.25m
LAT R.L 0.42m
ol Crichton EDGE Consulting Engineers|
P.O Box 6148
Woollongabba, QLD 4102
Ph: +61 7 3367 3570
ABN 66 099 997 985 [email protected]
DATE:
02/02/2022
RPEQ:
5496
THE MARINA SPECIALIST
TRADING AS ACN 010633119 18 RON PARKINSON CRES
CORBOULD PARK
“letty
QLD 4551 AUSTRALIA
=> SPECIALIST
PHONE(07) 5492 5925
SURVEY DATA
DATUM
HORIZ.
GRID
HEIGHT
ORIGIN
SURVEY
BOOKS
AHD DERRIVED)
CLIENT:
GL CARTER
LOT 222 (32) COORAN CRT
NOOSA HEADS
PROJECT:
PROPOSED PONTOON & CATWALK
AS_ 1100
TITLE:
ELEVATION
DATE: UNITS |SCALE: SHEET:
91/01/2021 | wm [1:50 2 }A3
DRAWN: CHECKED: APPRD: |DRG No: REV:
108 SB JSP-SJ—35851 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
Page 3
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
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 4
M20 SS BOLTS SECURING PILE BRACKET TO PONTOON FRAME TRACK SECTION-A SCALE 1:10 100 x 12 FLAT BAR BOLTED TO PONTOON FRAME WITH 2 x M20 SS BOLTS ENCLOSED 6 ROLLER CAGE BRACKET ENCLOSED 6 ROLLER CAGE BRACKET 6mm ALUMINIUM TREAD PLATE rT PFT allel go ep ee ip JSP—208 PONTOON FRAME SIDE VIEW 100 x 12 FLAT BAR M20 SS THREADED BAR TAPPED & FULLY WELDED INTO 40 x 10 REINFORCING PLATE OVERLAPPED BOLTED CONNECTION WITH M20 SS BOLT THROUGH BOTH BARS & INTO PONTOON FRAME 750 CLEAT FROM | 100 x 12 FLAT BAR JSP-208 7] 190 f- PONTOON FRAME — 8 Of _ \o oS Tr \_ S 6mm PLATE GUSSSET TO BOTTOM CORNER BOTH SIDES 700 500 20mm_ CLEARANCE TO PILE 6 ROLLER BRACKET 665 PLAN VIEW _ FIXED WITH 12 x M12 SS BOLTS [ 400 50 x 6 PL LUGS WELDED TO TOP EDGE OF FRAME TO FIX 6mm AL. TREAD PLATE INFILL WITH M12 SS BOLTS TO EACH LUG JSP-209 FLAT BAR SURROUND FRAME SNAP IN FENDER R300 ROLLED FRAME CORNERS SECTION-B PILE WALL SCALE 1:5 ALL ALUMINIUM WORK TO COMPLY WITH AS1664 ALUMINIUM TO BE GRADE 6351-15 ALL ALUMINIUM WELDING IN ACCORDANCE WITH AS1665 ALL WELDS SHALL BE 8 CFW UNO ALL BUTT WELDS TO BE FULL PENETRATION ALL BOLTS & FITTINGS TO BE 304 OR 316 STAINLESS STEEL BOLT INSULATION SHALL BE ACHIEVED WITH A LIBERAL COATING OF DURALAC OR LANOCOTE APPLIED TO ALL CONTACTING SURFACES * — DIMENSION TOLERANCES U.N.O. SHALL BE: FABRICATION — + 2.0 MACHINING — UP TO 10mm +0.1 > 10 TO 100mm +0.2 > 100mm + 0.5 ALL ANGLES +.05° * REMOVE ALL SHARP CORNERS, BURRS & WELD SPATTER * ANY CHANGES TO BE NOTED AND RETURNED TO DRAWING OFFICE FOR REVISION NOTES: * x KKK KH ULTIMATE LOAD CAPACITY = 26kN 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 aE ABN 66 099 997 985 [email protected] THE MARINA SPECIALIST TRADING AS ACN 010633119 18 RON PARKINSON CRES CORBOUND PARK Crichton EDGE Consulting Engineers| ist Floor, 28 Balaclava St Woollongabba, QLD 4102 Mob +61 447 950 427 CHECKED: REV) DESCRIPTION BY | DATE _|APPD| RPEQ: a THE ett QLD 4551 AUSTRALIA “™T PHONE(O7) 5492 5925 == SPECIALIST (07) 5492 6699 DATE: 5496 14/09/2020 AS 1100 TITLE: CuENT: GL CARTER PILE BRACKET CONSTRUCTION TO SUIT LOT 222 (32) COORAN CT 9315 PILES & 6 ROLLER BRACKET NOOSA HEADS DATE: UNITS. [SCALE: SHEET: A3 PROJECT: 23/09/2019 | MM 1:10 1:5 1 OF 1 STANDARD DRAWING 3/0 (2018 APPRD: |DRG No: REV: TDB Pc. | JSP—SD-102-1 A
Page 5
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 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 GI CARTER 18 RON PARKINSON cRES |S LOT 222 (32) COORAN CT CORBOUND PARK ° NOOSA HEADS 315 & 400 DIAMETER REINFORCED QLD 4551 AUSTRALIA |— DATE: /4/ UNITS. [SCALE: SHEET: PROJECT: 20/4/99 | MM |1:25 Pa on oe ree 2 STANDARD DRAWING DRAWN: CHECKED: APPRD: |DRG No: MA Tc | JSP-SD—045 TITLE: CONCRETE INSITU PILE CONSTRUCTION A3 .
Page 6
BOLTED TO 50 x 10 ANGLE
(ANGLE WELDED INSIDE EDGE)
424
FREEBOARD
CAST ALUMINIUM MOORING
CLEATS BOLTED TO DECK
QUANTITY PER CLIENT PLAN DRG
1200
PLATE
3000
200
TE
1
PI
—
PILE GUIDE BRACKETS
FIXED TO PONTOON FRAME
WITH 2 x M20 S.S BOLTS
ALUMINIUM CLEATS
-
N
7
100 x 75 x 2 AL. RHS
LONGITUDINAL BEAMS
— 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
J JSP-305 RHS PONTOON FRAME NN
TO BACK SIDE ONLY ~
PLAN VIEW
SCALE 1:50
M12 SS STUD BOLTS
WELDED TO INSIDE ANGLE
COMMERCIAL OUTDOOR CARPET
ADHERED TO 4mm ALUMINIUM DECKING \
WITH 1.5mm HDPE SHEETING
FOR PIVOTING ROLLER BRACKET TYPE
REFER CLIENT PLAN DRAWING
375 FOAM
THICKNESS (nec
pss9
4
100 x 75 x 2 AL. RHS
TRANSVERSE BEAMS
104
re)
2875
END ELEVATION
** NOTE
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
STITCH WELD DECK
& JSP—303
100 x 75 x 2 AL. RHS
WELDED BETWEEN
LONGITUDINAL BEAMS
PvC SNAP IN
FENDER
CONSTRUCTION NOTES:
ALL ALUMINIUM WORK TO COMPLY WITH AS1664
EXTRUDED ALUMINIUM TO BE GRADE 6351-15 OR 6063
PLATE ALUMINIUM TO BE GRADE 5083
ALL ALUMINIUM WELDING IN ACCORDANCE WITH AS1665
ALL WELDS SHALL BE 4 CFW UNO
ALL BUTT WELDS TO BE FULL PENETRATION
ALL STAINLESS STEEL INCLUDING BOLTS, NUTS WASHERS SHALL BE GRADE 316
ALL WELDING SHALL BE IN ACCORDANCE WITH 1554
BOLT INSULATION SHALL BE ACHIEVED WITH A LIBERAL COATING OF DURALAC
APPLIED TO ALL CONTACTING SURFACES
* DIMENSION TOLERANCES UNO SHALL BE: FABRICATION; + 2.0
* REMOVE ALL SHARP CORNERS, BURRS & WELD SPATTER
KH RH HH
OO * MAX. WAVE HEIGHT = — 0.5m
Ng ~~ a ern EERE * PONTOON LIVE LOAD — 3kPa
100 x 75 x 2 AL. RHS * CONCENTRATED LOAD — 4.5KN OVER 300mm DIAMETER DECK SURFACE AREA
WELDED WELDED BETWEEN bx 100 2 AL. RES * PILE BRACKET MAXIMUM ULTIMATE LOAD; 15kN
100 x x .
SECTION-A a LONGITUDINAL BEAMS SECTION-B JSP-400 RHS
SCALE 1:5 & ENDS SCALE 1:5 PERIMETER FRAME
ti ge tek Cant tngnees| = ‘THE ~MARINA SPECIALIST ot CARTER re sm WIDE ALUMINIUM DECK PONTOON
| } TRADING AS ACN 010633119 18 RON PARKINSON CRES LOT 222 (32) COORAN CT
Woollongabbo, QLD. 4102 a CORBOUND PARK 9 NOOSA weaos Sm TO 12m LENGTH
sunnncicin | aCty_ 22 Se wr Oa RE = 143
- ® - [ Yow viocion 5492 5925 || [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