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MCU15/0036 - Approved Plans
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Log in to see the plans as drawnAREA OF WORKS LIFEGUARD SERVICE STORAGE SHED = | | wcuisiosss NOOSA SPIT SERVICE LOCATIONS It is the responsibility of the Foreman to contact the relevant service authorities to ascertain the exact location of services prior to construction. DIAL BEFORE YOU DIG 9 A @ north LIE TELECOMMUNICATIONS SERVICE PROVIDERS *SSus| Telstra NOTE: SERVICE LOCATIONS ARE APPROXIMATE ONLY FROM PROVIDERS PLANS, LOCATIONS ARE TO BE CONFIRMED PRIOR TO START OF CONSTRUCTION. PHONE DBYD SERVICE LOCATIONS ON 1100 FOR DETAILS, Personal Protective Equipment DRAWING INDEX os HEAD DRAWING NO. HANDS: DESCRIPTION FEET 14712 - S01 GENERAL NOTES AND DRAWING INDEX 14713 - S02 GENERAL NOTES 14712 - S03 FOOTING PLAN ENERGY SERVICE PROVIDERS 14712 - S04 FLOOR PLAN (C—O) CD wee WV) energex 14712 - S05 ROOF PLAN origin NOTE: SERVICE LOCATIONS ARE APPROXIMATE ONLY FROM 14712 - S06 ELEVATIONS PROVIDERS PLANS. LOCATIONS ARE TO BE CONFIRMED PRIOR TO START OF CONSTRUCTION. PHONE DBYD SERVICE LOCATIONS ON 1100 FOR DETAILS, Manual of Uniform Traffic Control Devices CHO OHS NOTE: ALL SIGNS & LINE MARKING TO BE IN ACCORDANCE WITH THE MANUAL OF UNIFORM TRAFFIC CONTROL DEVICES. 4 JUNE 2015 APPROVED PLANS NOOSA COUNCIL GENERAL NOTES 1. THESE DRAWINGS ARE TO BE READ IN CONJUNCTION WITH: NOOSA COUNCIL - THE DRAWINGS AND THE SPECIFICATION. 2. ALL DISCREPANCIES SHALL BE REFERRED TO THE ARCHITECT/STRUCTURAL ENGINEER FOR CLARIFICATION BEFORE PROCEEDING. NOTIFY THE ARCHITECT/ STRUCTURAL ENGINEER IN WRITING OF ALL VARIATIONS ARISING FROM THE CLARIFICATION OF THE DISCREPANCY. THE BUILDER IS TO OBTAIN CONFIRMATION OF REVISIONS/INSTRUCTIONS THAT MAY CAUSE A VARIATION TO THE CONTRACT WORK. ANY COST ARISING FROM A VARIATION MUST BE SUBMITTED BY THE BUILDER IN WRITING, TO THE ARCHITECT/ STRUCTURAL ENGINEER FOR APPROVAL, BEFORE PROCEEDING WITH THE WORKS. 4. DO NOT SCALE DRAWINGS. 5, REFER TO ARCHITECTURAL DRAWINGS FOR DIMENSIONS. 6. THE BUILDER SHALL CHECK DIMENSIONS ON SITE BEFORE WORK COMMENCES. THE CONTRACTOR IS TO CONTACT ENERGEX, TELSTRA, COUNCIL AND OTHER SERVICE AUTHORITIES AND LOCATE EXISTING UNDERGROUND SERVICES PRIOR TO CONSTRUCTION. ALL DIMENSIONS ARE IN MILLIMETRES OR METRES UNLESS NOTED OTHERWISE (U.N.O.) ALL WORK AND MATERIALS SHALL BE IN ACCORDANCE WITH THE DRAWINGS, THE SPECIFICATION, AND CURRENT RELEVANT AUSTRALIAN STANDARDS, THE BUILDING CODE OF AUSTRALIA, OTHER STATUTORY REQUIREMENTS AND TO THE SATISFACTION OF THE LOCAL AUTHORITY AND THE ENGINEER. 9. PRODUCT TRADE NAMES HAVE BEEN USED TO ESTABLISH A QUALITY REQUIREMENT. NO. SUBSTITUTIONS SHALL BE MADE WITHOUT THE WRITTEN APPROVAL OF THE ENGINEER. 10. THE STRUCTURAL WORKS HAVE BEEN DESIGNED TO CARRY THE FOLLOWING LIVE LOADS (AS1170.1)- <%% DESIGNER TO DELETE IRRELEVANT LOADS:- ROOF 0.25 kPa LIGHT VEHICLE CARPARKS 2.5 kPa (13KN CONCENTRATED) MEDIUM VEHICLE CARPARKS —_5.0 kPa (31KN CONCENTRATED 11. DESIGN CRITERIA - WIND (AS1170.2) SITE WIND SPEED (Vsit) = 54.9m/s [ULTIMATE WIND SPEED] TERRAIN CATEGORY - 2 TERRAIN HEIGHT MULTIPLIER (Mz,cat) - 4 TOPOGRAPHIC MULTIPLIER (Mt)- 4 SHIELDING MULTIPLIER (Ms) - 1 STRUCTURAL IMPORTANCE LEVEL (BCA TB1.2a) - 2 NON-CYCLONIC AREAS - INTERNAL PRESSURE COEFFICIENT BASED ON EFFECTIVELY SEALED BUILDING AND ALL WINDOWS, DOORS, ROLLER DOORS ETC ARE DESIGNED AND CERTIFIED BY SUPPLIER FOR THE ABOVE WIND CRITERIA IN ACCORDANCE WITH ASINZS 1170.2. 12. THE BUILDER SHALL MAINTAIN THE WORKS IN A SAFE, STABLE CONDITION AND ENSURE THAT NO PART IS OVER-STRESSED DURING CONSTRUCTION. THE CONTRACTOR IS RESPONSIBLE FOR THE DESIGN CERTIFICATION AND APPROVALS OF ALL STRUTTINGS, PROPPING, TIE BACKS, EXCAVATION SHARING, PROTECTION WORKS, DE-WATERING, ETC. NECESSARY TO CARRY OUT THE WORKS. ALL TEMPORARY WORKS SHALL BE DESIGNED STRICTLY IN ACCORDANCE WITH THE RELEVANT STANDARDS AND LOCAL BY-LAWS TO WITHSTAND ALL EXPECTED AND SPECIFIED LOADINGS AS SET OUT IN THE CODES. 13. THE STRUCTURAL ENGINEER ACCEPTS NO RESPONSIBILITY FOR THE WORKS UNLESS THE WORKS ARE INSPECTED AND APPROVED BY THE STRUCTURAL ENGINEER DURING CONSTRUCTION. 14. A MINIMUM OF 24 HOURS NOTICE IS REQUIRED FOR ALL ENGINEERING INSPECTIONS U.N.O. 15. INFORMATION REGARDING STORMWATER INFILTRATION PITS IS TO BE PROVIDED TO THE ENGINEER FOR THEIR REVIEW AND NECESSARY INCORPORATION INTO THE DESIGN OF BUILDING FOUNDATIONS. NOTE THAT A GEOTECHNICAL ENGINEER MAY BE REQUIRED TO BE ENGAGED FOR ASSESSMENT AT ADDITIONAL COST TO THE CLIENT. 16. FOR DETAILS OF ALL STORMWATER DRAINAGE AND PITS, REFER TO HYDRAULIC CONSULTANT DRAWINGS. 17. THE CONTRACTOR IS RESPONSIBLE FOR DETERMINING THE LOCATION AND DEPTHS OF ALL EXISTING PIPES AND SERVICES BEFORE COMMENCEMENT OF WORK ON SITE. 18. THE FOUNDATION MATERIAL MUST BE CAPABLE OF WITHSTANDING A BEARING PRESSURE OF NOT LESS THAN 100kPa. THE FOUNDATION MATERIAL IS TO BE CHECKED BY A REGISTERED. GEOTECHNICAL ENGINEER OR APPROVED EQUIVALENT (THE ARCHITECT OR ENGINEER) BEFORE THE POURING OF THE FOUNDATIONS IS COMMENCED. 19. THE CONTRACTOR IS TO ORGANISE HIS WORKS SO THAT EROSION, DEPOSITION OF SILT, AND. STORMWATER RUNOFF FROM THE JOB SITE DOES NOT EXCEED THE PRE-CONSTRUCTION RATES AT ANY POINT AS A RESULT OF HIS ACTIONS. 20. THE CONTRACTOR IS TO PROVIDE A FULL SET OF AS-CONSTRUCTED DRAWINGS OF THE PROJECT, INCLUDING ALL PILE, FOOTING, BUILDING STRUCTURE AND SERVICE LOCATIONS, DEPTHS, LEVELS, DIMENSIONS AND SIZES. 21. THE CONTRACTOR IS TO PRESENT UP THE JOB FOR ON-MAINTENANCE AND OFF-MAINTENANCE INSPECTIONS WHEN DIRECTED BY THE ENGINEER WITH ALL PIPES, ROADS AND ALLOTMENTS FREE OF RUBBISH OR SILT AND WITH FOOTPATHS AND PARK AREA SLASHED OR MOWN, AND UNDERGROUND SERVICES OPENED FOR INSPECTION. 2 On COPYRIGHT © This drawing is subject to copyright in © with the agreement between Tod Consulting pty Itd (tc) and tc's client. This drawing shall only be Client Drawn Verified NOOSA SHIRE COUNCIL i OD an er Sea SP SP Used for this spec projec 0 10 20 30 40 50 60 consulting engineers Nept oa aN iis drawing shall not be usec Noosa: 07 5449 9600 forconstueston unl marked as tt a dl! Senne 3 Box 51 Noosa, CLD seo Signed Date ‘issued for construction’ in the A DEC | ISSUED FOR APPROVAL NV. [email protected] —_www.todconsulting.com revision description Rev| Date [Revision Description Drawn MEASUREMENT BAR - INCREMENTS IN mm ‘ABN 20 128 205 396 Project Drawing Title Scale [Sheet Size| LIFEGUARD SERVICE STORAGE SHED- _|GENERAL NOTES AND AS SHOWN| A3 NOOSA SPIT DRAWING INDEX Drawing Number ROP 14712-S1 LOCAL AUTHORITY NOOSA COUNCIL MCU APPROVAL HORIZ DATUM Sheet Revision| Spine, erro of 6 A
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22. NO WORK IS TO COMMENCE ON THE SITE UNTIL THE APPROVAL OF THE COUNCIL HAS BEEN RECEIVED IN WRITING AND AN OFFICIAL PRE-START MEETING WITH A REPRESENTATIVE OF SLSQ 9. PRE-GREASE ALL BOLTS, NUTS & WASHERS, & FRAMING ANCHORS WITH LANOTEC GREASE PRIOR TO INSTALLATION. APPROVED PLANS AND THE ENGINEER HAVE BEEN HELD. THE CONTRACTOR IS TO OBTAIN A COPY OF THE MINUTES 10. TIMBER DECKING BOARDS ARE TO BE AS FOLLOWS (U.N.O): MCU15/0036 OF THE PRE-START MEETING AND SHALL COMPLY WITH ALL REQUIREMENTS THEREOF. - DRIVEWAYS: 140 X 35 F17 HWD DECKING WHERE APPLICABLE sresLwoR Aer cons: aes MERE APPLICABLE NOOSA COUNCIL 1. ALL STEELWORK UNLESS OTHERWISE NOTED, SPECIFIED OR APPROVED, SHALL BE HOT 4 JUNE 2015 DIPPED GALVANISED INCLUDING NUTS, BOLTS AND WASHERS TO AS 4680 AND PAINTED WITH TWO FRAMING & BRACING NOTES COATS OF ZINC RICH EPOXY. 1, ALL METAL ROOF SHEETING TO BE FIXED IN ACCORDANCE WITH THE MANUFACTURER'S 2. ALL EXTERNAL BOLTS, NUTS, WASHERS SHALL BE STAINLESS STEEL GRADE 316, WRITTEN SPECIFICATION FOR THE WIND LOAD STATED IN GENRAL NOTES. PROTECTED FROM CONNECTION TO OTHER STEELWORK WITH NEOPRENE WASHERS. 2. 100 x 50 F14 HWD. ROOF BATTENS AT 600 CRS. TO ALL END SPACINGS WITH REMAINDER AT 3. ALLINTERNAL BOLTS SHALL BE HOT DIPPED GALVANISED, PRIMED, AND COATED WITH ONE 900 MAX. CRS. INTERMEDIATE SPACINGS FIX TO EACH RAFTER WITH 90 - 90mm No. 14 TYPE 17 COAT OF EPOXY ONCE INSTALLED. SCREW, OR 2x TRIP 'L' GRIPS. 4. ALL SITE WELDS ARE TO BE WIRE BRUSHED AND TO HAVE ZINC STICK APPLIED AND EPOXY 3. ALL TIMBER WALL FRAMING TO BE SEASONED MGP12 UNLESS NOTED OTHERWISE. PAINTED PROVIDE CONTINUOUS ROWS OF NOGGINGS AT 1350 MAX. CRS: 5. ALL STEELWORK IS TO BE EXECUTED IN ACCORDANCE WITH THE CURRENT EDITION OF: EXTERNAL WALLS (UNLESS NOTED OTHERWISE): AS 00 SAA STEEL STRUCTURES “280 «ASG I2 TOP PLATE AS 1627 - METAL FINISHING - PREPARATION AND PRETREATMENT OF SURFACES “90 x 45 MGP12 STUDS AT 450 CRS. UP TO 3000 HEIGHT, 6. TWOCOPIES OF SHOP DETAIL DRAWINGS ARE TO BE SUBMITTED TO THE ENGINEER AND -90 x 45 MGP12 STUDS AT 300 CRS. TO 3300 HEIGHT, ARCHITECT AND APPROVAL OF SAME OBTAINED PRIOR TO COMMENCING FABRICATION -90 x 45 MGP12 BOTTOM PLATE. 7. UNLESS OTHERWISE NOTED THE SIZE OF THE FILLET WELDS SHALL BE 6 MM. STUDS AT SIDE OF OPENINGS: 8. STEELWORK ENCASED IN CONCRETE SHALL NOT BE PAINTED AND SHALL BE WRAPPED -UP TO 2100 .... 2x COMMON STUDS WITH 10 GAUGE (3.25 mm) BLACK WIRE AT 100 mm PITCH, 50 mm COVER. -UP TO 3000 3 x COMMON STUDS 9. THE STEEL FABRICATOR SHALL PROVIDE ALL BOLTS NECESSARY FOR THE ERECTION OF INTERNAL WALLS (UNLESS NOTED OTHERWISE): THE STEELWORK AND BOLT HOLES AND CLEATS NECESSARY FOR THE ERECTION OF TIMBER -2/90 x 45 MGP12 TOP PLATE WORK AS SHOWN, NOTED OR IMPLIED ON THESE DRAWINGS OR THE ARCHITECT'S DRAWINGS -90 x 45 MGP12 STUDS AT 450 CRS. AND SPECIFICATION. -90 x 45 MGP12 BOTTOM PLATE 10. HIGH STRENGTH STRUCTURAL BOLTS SHALL BE GRADE 8.8 SHALL BE USED UNLESS NOTED OTHERWISE. COMMERCIAL BOLTS SHALL BE GRADE 4.6. INDICATES M12@ ANCHOR ROD / BOLT 11. ALL SHS AND CHS TO BE 350 MPa GRADE STEEL INDICATES M169 ANCHOR ROD / BOLT 12. THE ROOF STRUCTURE HAS BEEN DESIGNED FOR NORMAL ROOF LOADS ONLY AND DOES NOT DENOTES: 2/125x10 E.A. WITH 2M169 BOLTS EACH LEG (2M169 CHEMSETS TO CONCRETE) ALLOW FOR ANY EXTRANEOUS LOADS SUCH AS HOISTS, MONORAILS, ETC. EXCEPT WHERE DENOTES: 125x10 E.A. WITH 2M16 BOLTS EACH LEG (2M16 CHEMSETS TO CONCRETE) SHOWN ON DRAWINGS. 13. WHEN SHOP SPLICES ARE NECESSARY IN BEAMS OR TRUSSES THE POSITION OF THE SPLICES 6. ALL WALL FRAMING TO BE FIXED, TOP, BOTTOM AND SIDES, TO STRUCTURAL FRAME WITH SHALL BE APPROVED BY THE ENGINEER. SHOP SPLICES SHALL BE COMPLETE PENETRATION RAMSET FIXINGS AT 450 CRS. BUTT WELDS. 7. ALL FRAMING ANCHORS, NAILING PLATES AND STRAPS TO BE FIXED AT EACH FACE OR LEG 14, THERE SHALL BE NO WELDING OR TACK WELDING OF 8.8/S GRADE NUTS AND BOLTS. WITH 4/2.80 GALV. FLATHEAD NAILS UNLESS NOTED OTHERWISE. 15. CONTRACTOR IS TO MAINTAIN ACCURATE RECORDS TO FULLY COMPLY WITH THE ‘AS 8. _TOP OF BRACING WALLS TO BE FIXED TO ROOF STRUCTURE IN ACCORDANCE WITH AS CONSTRUCTED’ INFORMATION REQUIREMENTS. 1684.2-N4-8.22 BOTTOM OF BRACING WALLS TO BE FIXED TO FLOOR STRUCTURE IN ACCORDANCE 16. WHEN STEEL COLUMNS AND POSTS ARE IN CONTACT WITH CONCRETE SLABS OR FOOTINGS, WITH AS 1684.2.N4-8.24. PAINT CONTACT SURFACES WITH HIGH BUILD EPOXY PAINT AND EXTEND COVERAGE 100mm UP -N12 AT 400 HORIZONTAL - 600 LAPS (INCLUDING 'L' BARS AT CORNERS UNLESS NOTED SECTION. OTHERWISE) REINFORCED CONCRETE 1. THE CHARACTERISTIC COMPRESSIVE STRENGTH OF THE CONCRETE (F'C) MUST NOT BE LESS THAN -FOOTINGS - 30 MPA AT 28 DAYS CONCRETE SHALL BE READY MIXED. CONCRETE SHALL CONTAIN PORTLAND FLYASH BLENDED CEMENT FOR INCREASED DURABILITY. THE PROPORTION OF FLYASH SHALL BE 25% BY WEIGHT, OF THE TOTAL COMBINED WEIGHT OF FLYASH AND PORTLAND CEMENT. 2. EXPOSURE CLASSIFICATION FOR CONCRETE SLABS ON GROUND - B1 3. ALL CONCRETE WORK IS TO BE EXECUTED IN ACCORDANCE WITH THE CURRENT EDITION OF - -AS 3600 - SAA CONCRETE STRUCTURES - AS 1379 - READY-MIXED CONCRETE 4. THE TEST RESULTS ARE TO CONFORM WITH THE ACCEPTABILITY REQUIREMENTS OF THE CURRENT EDITION OF AS 3600 (PROJECT ASSESSMENT REQUIRED). 5. THE MAXIMUM SIZE OF AGGREGATE SHALL BE 20MM. 6. THE CONCRETE SHALL SLUMP TEST AT 100MM UNLESS NOTED OTHERWISE 7. ALL CONCRETE TO BE MECHANICALLY VIBRATED. TIMBER 1. ALL EXTERNAL TIMBER IS TO BE TREATED TO H4 STANDARD. 2. ALLINTERNAL TIMBER IS TO BE TREATED TO H2 STANDARD. 3. TIMBER SHALL BE SUPPLIED TREATED AS FOLLOWS: - FLOOR FRAMING - LOSP TREATED, TO H3 - WALL FRAMING — - LOSP TREATED, TO H2 - ROOF FRAMING —- LOSP TREATED, TO H2 4. ALL EXTERNAL BOLTS, NUTS, WASHERS, SCREWS AND NAILS ARE TO BE GRADE 316 STAINLESS STEEL. 5. ALLINTERNAL BOLTS, NUTS, WASHERS, SCREWS AND NAILS SHALL BE GALVANISED. 6. ALL THE WORK IN STRUCTURAL TIMBER IS TO BE EXECUTED IN ACCORDANCE WITH THE CURRENT EDITION OF - - AS 1684 - NATIONAL TIMBER FRAMING CODE - AS 1720 - SAA TIMBER STRUCTURES CODE - AS 1328 - GLUED LAMINATED STRUCTURAL TIMBER. 7. THE TIMBER USED MUST BELONG TO STRESS GRADE F17 (UNLESS NOTED OTHERWISE) AS GIVEN IN THE CURRENT EDITION OF THE TIMBER ENGINEERING CODE. 8. THE CONTRACTOR IS FINALLY TO TIGHTEN ALL BOLTS BEFORE HANDING OVER THE JOB FOR 12 AND 16mm BOLTS THE BOLT HOLES ARE TO BE 2mm OVER SIZE. FOR 20mm BOLTS THE BOLT HOLES ARE TO BE 3mm OVER SIZE. COPYRIGHT © Client Drawn Verified Project Drawing Title Scale |Sheet Size] “This drawing is subjoct to Cyr carina te NOOSA SHIRE COUNCIL i OD wv SF LIFEGUARD SERVICE STORAGE SHED - GENERAL NOTES AS SHOWN! A3 Seneung By Go) one S.P S.P NOOSA SPIT Drawing Number Used for this specie project. 0 40 20 30 40 50 60 consulting engineers ‘Approved RPEQNo OP 44712-S2 This drawing shall not be used | | | | | | | | | | | | | sunsine coat oo St aun ser S. PRYSTUPA 1137 LOCAL AUTHORITY NOOSA COUNCIL = for ion until marked as NETO RHURUCHUGHORUOE COROROORUGHORUO AUORERUORUOREREORUORORU ‘Sametinn Coed: 07 Za 31m aay 7 A080 285 Signed Date MCU APPROVAL HORIZ DATUM eet Revision| ‘issued for construction’ in the A DEC ISSUED FOR APPROVAL NV. ‘[email protected] see ‘todcansulting.com ROL APPROVAL }VERT DATUM AHD 2 of 6 A revision description Rev| Date [Revision Description Drawn MEASUREMENT BAR - INCREMENTS IN mm aN 39128 05396 OPW APPROVAL RL
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APPROVED PLANS MCU15/0036 NOOSA COUNCIL 4 JUNE 2015 9mm THICK CFC _ _ CLADDING : . 3000 , 3000 | 3000 _1000 2000 THROUGHOUT | . ) M12 GALV S.S.SCREWS | . VY | HOLD DOWN @150CRS | : | BOLTS EPOXY JOINER NU . AINTED / / / / / / / / / / / / / / / / / / / . NOTE: LOCATE SHED 1m OFF EXISTING CHAIN WIRE FENCE ~ DOUBLE . ss \ BOLT PLATE : ANT TRAP | ° \ 2 je 7 eT je 7 67 €) C3 &) ! ° | > xX 2 0 ce xe ce oS g 3 | 4 oe ) a __ + & - | 5 g g tt | ~~ 3 | PROPOSED | 3 | ASPHALT q FLOOR ~ | \ . FORMATUBE INS | | FROMWORK >, >—-Q | @450 2-N12'U' 7 | SHAPPED BOTH I WAYS ~ 8 | So Oo oO ———anseeemwwrwrrnmnan ~ ¢ SECTION s \ s D 8 NMEVIINVN Q g g a 3 sorrosene (=) ; fo) fr a f ° A a C - 7 M12 GALV HOLD DOWN EXISTING CHAIN WIRE FENCE FOOTING PLAN BOLTS EPOXY / / / / / 1:50 UNREDUCED AT A3 PAINTED COPYRIGHT @ Client Drawn Verified Project Drawing Title Scale |Sheet Size] wiht atta te NOOSA SHIRE COUNCIL TOD Nv SP_ LIFEGUARD SERVICE STORAGE SHED- _|FOOTING PLAN AS SHOWN| A3 cme eaters SP SP NOOSA SPIT Drevin Nomber csr bisopmhe pac ting engl om ‘or ° ° ” » ° ” ° ° ‘ensuing nieuw S$ PRYSTUPA 1137 " TOGAL AUTHORITY NOOSA COUNCIL 14712-S3 forconstucton unl marked as lth tbl) 237 Signed Date MCU APPROVAL HORIZ DATUM Sheet Revision| ‘issued for construction’ in the A_| DEC _| ISSUED FOR APPROVAL NAV. " m ROL APPROVAL, |VERT DATUM AHD 30f6 A revision deseripson Rev| Date [Revision Description Drawn MEASUREMENT BAR - INCREMENTS IN mm OPW APPROVAL
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APPROVED PLANS HAND WASHING BASIN 9000 4000 MCU15/0036 INTERNAL WATER HOSE REAL NOOSA COUNCIL @90 PVC DOWN PIPE SENSOR LIGHT \N 2 4 JUNE 2015 I I OS VY t 7 “| STORAGE BY OTHERS x | 4) ’ 3 | 2000 2000 p00 ho | | Oo Oo °o Oo | | | B JET SKI 2 B JET SKI 1 B ATV 1 B | | | | x = | | 6 : H | gs Oo oO oO | og | | z n | | < | 8 8 8 | | BOARD STORAGE q JET SKI3 B ATV 2 6 | | | 3600 | | 2000 2000 | | | | STORAGE AND BENCHES BY OTHERS ( 3 | I I I \ SSS EEE ot S \ 2 40071 7 @90 PVC DOWN PIPE LINE OF ASPHALT PAD © 12000 100 4000 LEGEND Ce DOUBLE FLUORESCENT FLOOR PLAN 9mm THICK CFC LIGHTS 1200 LONG 1:0 UNREDUCED AT A3 50x50 PLASTIC CORNER ANGLE SS DOUBLE POWER POINT x LIGHT SWiTeH Ss M12 GALV BOLTS Se as —__ 30mm ASPHALT 90x45 MGP12 e! @ 1000 CRS RS T M12 GALV BOLTS TREATED PINE | ~— M12 HD BOLTS Ne 125mm CBR 35 @ 1000 CRS STUDS @ 500 CRS GALV AND MAX e EPOXY PAINTED rs ta 125mm CBR 15 + exe) X M M M M exes), r WALL CONNECTION 0x50 PLASC WALL CONNECTION PAVEMENT DETAI LS 9mm THICK CFC WALL 1-20 UNREDUCED ATA3 CORNER ANGLE 1:20 UNREDUCED AT A3 . SHEETING S.S. SCREW NOTE: TYPICAL CFC = COMPRESSED FIBRE CEMENT FIXED AT 150mm CRS COPYRIGHT e Client Drawn Verified Project Drawing Title Scale |Sheet Size] covenower an NOOSA SHIRE COUNCIL TOD an Nv SP LIFEGUARD SERVICE STORAGE SHED- |FLOOR PLAN AS SHOWN] A3 Consulting pty itd (tc) and te's SP Ss rawing Number sod fortis pod ioc | 0 10 20 30 40 50 60 consulting engineers sr sea No ROP 1 ari2 “SA loosa: O7 $449 9600 PRYSTUPA 7 ferconstucton ont marod es AT DES TSSUED FOR APPROVAL 7 fbb bbb li) 287 Signed Date MCU APPROVAL NOOSA COUNCIL HORIZ DATUM Sheet Revision) ‘ewmdsenan [Rev|Date [Revision Description Drawn MEASUREMENT BAR - INCREMENTS IN mm : " OPW APPROVAL fe 4 of 6 A
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APPROVED PLANS
MCU15/0036
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‘ewmdsenan [Rev|Date [Revision Description Drawn MEASUREMENT BAR - INCREMENTS IN mm : " OPW APPROVAL fe 6 of 6 A