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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.
This document appears to be plans or drawings. Its page text below holds only the words printed on the drawings, without the drawings themselves, so it may be jumbled or hard to follow. To see the plans as drawn, choose Original above or download the file (both need you to log in).
Log in to see the plans as drawnM20 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
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