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Approved Plans - MCU20/0151 & OPW20/0241
Plans and drawings: the text below has words only, no drawings.
- APPROVED PLAN MCU20/0151 & OPW20/0241 NOOSA COUNCIL 21 JANUARY 2021 - [OCR of page images] fr ts] iy II = { = -Qay- = =f ===55 Wl—- ——--b—-=-4+----=-- = +66 +68 105 Me0 S.S BOLTS SECURED INTO PONTOON FRAME TRCK SECTION A 100 X 12 BAR BOLTED TO PONTOON FRAME WITH 2 Me0 SS BOLTS 750 JSP-208 PONTOON FRAME SIDE VIEW M20 S.S THREADED BAR TAPPED & FULLY WELDED INTO 40 X 10 REINFORCING PLATE JSP-208 PONTOON 6mm PLATE GUSSET TO BOTTOM CORNER BOTH SIDES 20mm CLEARANCE TO PILE PROJECTED Yy— FRAME CORNER) OVERLAPPED BOLTED CONNECTION WITH 1 MeO SS BOLT THROUGH BOTH BARS & INTO PONTOON FRAME 4 SINGLE ROLLER BRACKETS [FIXED WITH 2 Ml2 SS BOLTS SO X 6 PLATE LUGS WELDED TO TOP EDGE OF FRAME TO FIX 6mm AL. TREAD PLATE INFILL WITH Mle S.S BOLTS TO EACH LUG | ~~. JSP-209 FLAT BAR SURROUND FRAME SNAP IN FENDER SECTION B 100 X 70@ NYLON ROLLER IN 128 X 63 X 8/6 CHANNEL lee SS PIN PILE WALL Tt Tit ToT I] { oeT | i I l NOTES: * ALL ALUMINIUM WORK TO COMPLY WITH AS1664. * ALUMINIUM TO BE GRADE 6351-T5. * ALL ALUMINIUM WELDING IN ACCORDANCE WITH A.S. 1665 * ALL WELDS SHALL BE 8 C.F.W. U.N.O. * 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 ULTIMATE LOAD CAPACITY = 8kN 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 R300 ROLLED FRAME CORNERS ONLY SUITABLE FOR SMALL PONTOONS IN SHELTERED SITES PLAN VIEW BERTHING SMALL, LIGHT WEIGHT VESSELS APPROVED PLAN MCU20/0151 & OPW20/0241 NOOSA COUNCIL 21 JANUARY 2021 — D = Grehten XDGE Consulting Eainery THE MARINA SPECIALIST SUNT: J PRICE = PILE BRACKET CONSTRUCTION | ull Pee iE TRADING AS ACN 010633119 18 RON PARKINSON cRes |S LOT 140 (48) MOSSMAN CT TO SUIT 3150 — 350% PILES an -——}— Mob +61 447 950 427 Se CORBOUND PARK = NOOSA HEADS ee ABN 68 099 997 935 eNgineering@crichtonedge,com THE i ett QLD 4551 AUSTRALIA |=— ier ae /9/05 UNITS “ | | AR eee : MM | 1: = = CHECKED: RPEQ: DATE: wen PHONE(O7) $492 5925 2 STANDARD DRAWING DRAWN: CHECKED: APPRD: |DRG No: REV: E ISSUED FOR EDGE ENGINEERS. MA | 9/9/20 | TC 54,96 17/09/2020 —= SPECIALIST FAX (07) 5492 6699 REV| DESCRIPTION BY [| DATE [APPD = MA PC |JSP—SD-102-1 E
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