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Annexure A - Development plans
Attached to the e-mail MCU15/0036 Development Application - Lifeguard Storage Shed.
Plans and drawings
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Log in to see the plans as drawnGENERAL NOTES 1. THESE DRAWINGS ARE TO BE READ IN CONJUNCTION WITH: NOOSA COUNCIL LIFEGUARD SERVICE STORAGE SHED - NOOSA SPIT CLARIFICATION BEFORE PROCEEDING. NOTIFY THE ARCHITECT/ STRUCTURAL ENGINEER IN SERVICE LOCATIONS WRITING OF ALL VARIATIONS ARISING FROM THE CLARIFICATION OF THE DISCREPANCY. THE BUILDER IS TO OBTAIN CONFIRMATION OF REVISIONS/INSTRUCTIONS THAT MAY CAUSE A AREA OF WORKS 2 It is the responsibility of the Foreman to contact the relevant service authorities VARIATION TO THE CONTRACT WORK. ANY COST ARISING FROM A VARIATION MUST BE to ascertain the exact location of SUBMITTED BY THE BUILDER IN WRITING, TO THE ARCHITECT/ STRUCTURAL ENGINEER FOR services prior to construction. 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 BEFORE YOU DIG SPECIFICATION, AND CURRENT RELEVANT AUSTRALIAN STANDARDS, THE BUILDING CODE OF AUSTRALIA, OTHER STATUTORY REQUIREMENTS AND TO THE SATISFACTION OF THE LOCAL e 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 TELECOMMUNICATIONS 11. DESIGN CRITERIA - WIND (AS1170.2) SERVICE PROVIDERS SITE WIND SPEED (Vsit) = 54.9m/s [ULTIMATE WIND SPEED] Toe?) eee TERRAIN CATEGORY - 2 3Gsus| felstra EEEEED TERRAIN HEIGHT MULTIPLIER (Mz,cat) - 1 NOTE: SERVICE LOCATIONS ARE APPROXIMATE ONLY FROM TOPOGRAPHIC MULTIPLIER (Mt)- 1 PROVIDERS PLANS. LOCATIONS ARE TO BE CONFIRMED SHIELDING MULTIPLIER (Ms) - 1 SERVICE LOCATIONS ON 1108 FORLETALS, 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 AS/NZS 1170.2. 12. THE BUILDER SHALL MAINTAIN THE WORKS IN A SAFE, STABLE CONDITION AND ENSURE THAT Equipment NO PART IS OVER-STRESSED DURING CONSTRUCTION. THE CONTRACTOR IS RESPONSIBLE FOR Equipment THE DESIGN CERTIFICATION AND APPROVALS OF ALL STRUTTINGS, PROPPING, TIE BACKS, HEAD EXCAVATION SHARING, PROTECTION WORKS, DE-WATERING, ETC. NECESSARY TO CARRY OUT D RAWI N G | N D EX EES THE WORKS. ALL TEMPORARY WORKS SHALL BE DESIGNED STRICTLY IN ACCORDANCE WITH THE oor RELEVANT STANDARDS AND LOCAL BY-LAWS TO WITHSTAND ALL EXPECTED AND SPECIFIED HANDS LOADINGS AS SET OUT IN THE CODES. DRAWING NO DESCRIPTION 13. THE STRUCTURAL ENGINEER ACCEPTS NO RESPONSIBILITY FOR THE WORKS UNLESS THE aa WORKS ARE INSPECTED AND APPROVED BY THE STRUCTURAL ENGINEER DURING CONSTRUCTION. 14712 - S01 GENERAL NOTES AND DRAWING INDEX 14. AMINIMUM OF 24 HOURS NOTICE IS REQUIRED FOR ALL ENGINEERING INSPECTIONS. _ U.N.O. 14713 - S02 GENERAL NOTES 15. INFORMATION REGARDING STORMWATER INFILTRATION PITS IS TO BE PROVIDED TO THE ENGINEER FOR THEIR REVIEW AND NECESSARY INCORPORATION INTO THE DESIGN OF BUILDING 14712 - $03 FOOTING PLAN ENERGY SERVICE PROVIDERS FOUNDATIONS. NOTE THAT A GEOTECHNICAL ENGINEER MAY BE REQUIRED TO BE ENGAGED FOR 14712 - S04 FLOOR PLAN N DRAWINGS. 14712 - S05 ROOF PLAN NOTE: SERVICE LOCATIONS ARE APPROXIMATE ONLY FROM 17. THE CONTRACTOR IS RESPONSIBLE FOR DETERMINING THE LOCATION AND DEPTHS OF ALL 14712 - S06 ELEVATIONS PROVIDERS PLANS, LOCATIONS ARE TO BE CONFIRMED EXISTING PIPES AND SERVICES BEFORE COMMENCEMENT OF WORK ON SITE. PRIOR TO START OF CONSTRUCTION. PHONE DBYD 18. THE FOUNDATION MATERIAL MUST BE CAPABLE OF WITHSTANDING A BEARING PRESSURE OF SERVICE LOCATIONS ON 1400 FOR DETAILS. 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 Manual of Uniform Traffi ntrol Devi AT ANY POINT AS A RESULT OF HIS ACTIONS. anual of Unifo affic Control Devices 20. THE CONTRACTOR IS TO PROVIDE A FULL SET OF AS-CONSTRUCTED DRAWINGS OF THE & CE] © [fa] & (3 ] & PROJECT, INCLUDING ALL PILE, FOOTING, BUILDING STRUCTURE AND SERVICE LOCATIONS, DEPTHS, LEVELS, DIMENSIONS AND SIZES. NOTE: ALL SIGNS & LINE MARKING TO BE IN 21. THE CONTRACTOR IS TO PRESENT UP THE JOB FOR ON-MAINTENANCE AND OFF-MAINTENANCE ACCORDANCE WITH THE MANUAL OF 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 UNIFORM TRAFFIC CONTROL DEVICES. UNDERGROUND SERVICES OPENED FOR INSPECTION. N north al: DLWIESISSES Personal Protective ASSESSMENT AT ADDITIONAL COST TO THE CLIENT. energex 16. FOR DETAILS OF ALL STORMWATER DRAINAGE AND PITS, REFER TO HYDRAULIC CONSULTANT fost py) a SP SP NOOSA SPIT DRAWING INDEX Drawing Number Consulting pty tc) and te’s Gilet. This drawing shal only be - . Used fortis spect projec. 0 10 20 30 40 50 60 consulting engineers Approved RPEQNo ROP 14712-S1 Client Drawn Verified Project Drawing Title Scale |Sheet Size] These ee NOOSA SHIRE COUNCIL TOD an nv sP_ LIFEGUARD SERVICE STORAGE SHED- |GENERAL NOTES AND AS SHOWN! A3 ‘This rawing shal pot bo used cin ema tse 0 08 , for constuton un marked Sunshine oa 7549380, aca: 74402807 Signed Date MCU APPROVAL HORIZ DATUM Sheet Revision ‘issued for construction'in the | A | DEC _| 1SSUED FOR APPROVAL NV, enguites@tocconsuling com win tocconsuting om ROL APPROVAL VERT DATUM AHD 10f6 A revision description Rev] Date [Revision Description Drawn MEASUREMENT BAR - INCREMENTS IN mm ASN 39128 808 336 OPW APPROVAL RL
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Page 2
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
AND THE ENGINEER HAVE BEEN HELD. THE CONTRACTOR IS TO OBTAIN A COPY OF THE MINUTES
OF THE PRE-START MEETING AND SHALL COMPLY WITH ALL REQUIREMENTS THEREOF.
STEELWORK
1. ALL STEELWORK UNLESS OTHERWISE NOTED, SPECIFIED OR APPROVED, SHALL BE HOT
DIPPED GALVANISED INCLUDING NUTS, BOLTS AND WASHERS TO AS 4680 AND PAINTED WITH TWO
COATS OF ZINC RICH EPOXY.
2. ALL EXTERNAL BOLTS, NUTS, WASHERS SHALL BE STAINLESS STEEL GRADE 316,
PROTECTED FROM CONNECTION TO OTHER STEELWORK WITH NEOPRENE WASHERS.
3. ALL INTERNAL BOLTS SHALL BE HOT DIPPED GALVANISED, PRIMED, AND COATED WITH ONE
COAT OF EPOXY ONCE INSTALLED.
4. ALL SITE WELDS ARE TO BE WIRE BRUSHED AND TO HAVE ZINC STICK APPLIED AND EPOXY
PAINTED
5. ALL STEELWORK IS TO BE EXECUTED IN ACCORDANCE WITH THE CURRENT EDITION OF:
AS 4100 - SAA STEEL STRUCTURES
AS 1554 - SAA STRUCTURAL STEEL WELDING
AS 1627 - METAL FINISHING - PREPARATION AND PRETREATMENT OF SURFACES.
6. TWO COPIES OF SHOP DETAIL DRAWINGS ARE TO BE SUBMITTED TO THE ENGINEER AND
ARCHITECT AND APPROVAL OF SAME OBTAINED PRIOR TO COMMENCING FABRICATION
7. UNLESS OTHERWISE NOTED THE SIZE OF THE FILLET WELDS SHALL BE 6 MM.
8. STEELWORK ENCASED IN CONCRETE SHALL NOT BE PAINTED AND SHALL BE WRAPPED
WITH 10 GAUGE (3.25 mm) BLACK WIRE AT 100 mm PITCH, 50 mm COVER.
9. THE STEEL FABRICATOR SHALL PROVIDE ALL BOLTS NECESSARY FOR THE ERECTION OF
THE STEELWORK AND BOLT HOLES AND CLEATS NECESSARY FOR THE ERECTION OF TIMBER
WORK AS SHOWN, NOTED OR IMPLIED ON THESE DRAWINGS OR THE ARCHITECT'S DRAWINGS
AND SPECIFICATION.
10. HIGH STRENGTH STRUCTURAL BOLTS SHALL BE GRADE 8.8 SHALL BE USED UNLESS NOTED
OTHERWISE. COMMERCIAL BOLTS SHALL BE GRADE 4.6.
11. ALL SHS AND CHS TO BE 350 MPa GRADE STEEL
12. THE ROOF STRUCTURE HAS BEEN DESIGNED FOR NORMAL ROOF LOADS ONLY AND DOES NOT
ALLOW FOR ANY EXTRANEOUS LOADS SUCH AS HOISTS, MONORAILS, ETC. EXCEPT WHERE
SHOWN ON DRAWINGS.
13. WHEN SHOP SPLICES ARE NECESSARY IN BEAMS OR TRUSSES THE POSITION OF THE SPLICES
SHALL BE APPROVED BY THE ENGINEER. SHOP SPLICES SHALL BE COMPLETE PENETRATION
BUTT WELDS.
14. THERE SHALL BE NO WELDING OR TACK WELDING OF 8.8/S GRADE NUTS AND BOLTS.
15. CONTRACTOR IS TO MAINTAIN ACCURATE RECORDS TO FULLY COMPLY WITH THE “AS
CONSTRUCTED' INFORMATION REQUIREMENTS.
16. WHEN STEEL COLUMNS AND POSTS ARE IN CONTACT WITH CONCRETE SLABS OR FOOTINGS,
PAINT CONTACT SURFACES WITH HIGH BUILD EPOXY PAINT AND EXTEND COVERAGE 100mm UP
SECTION.
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. ALL INTERNAL 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. ALL INTERNAL 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) A:
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.
9. PRE-GREASE ALL BOLTS, NUTS & WASHERS, & FRAMING ANCHORS WITH LANOTEC GREASE
PRIOR TO INSTALLATION.
10. TIMBER DECKING BOARDS ARE TO BE AS FOLLOWS (U.N.O):
- DRIVEWAYS: 140 X 35 F17 HWD DECKING WHERE APPLICABLE
- GARAGES: 140 X 35 F17 HWD DECKING WHERE APPLICABLE
- BALCONIES/DECKS: 90 X 19 F17 HWD DECKING
ERAMING & BRACING NOTES
1. ALL METAL ROOF SHEETING TO BE FIXED IN ACCORDANCE WITH THE MANUFACTURER'S
WRITTEN SPECIFICATION FOR THE WIND LOAD STATED IN GENRAL NOTES.
2. 100 x 50 F14 HWD. ROOF BATTENS AT 600 CRS. TO ALL END SPACINGS WITH REMAINDER AT
900 MAX. CRS. INTERMEDIATE SPACINGS FIX TO EACH RAFTER WITH 90 - 90mm No. 14 TYPE 17
SCREW, OR 2 x TRIP 'L' GRIPS.
3. ALL TIMBER WALL FRAMING TO BE SEASONED MGP12 UNLESS NOTED OTHERWISE.
PROVIDE CONTINUOUS ROWS OF NOGGINGS AT 1350 MAX. CRS:
EXTERNAL WALLS (UNLESS NOTED OTHERWISE):
-2/90 x 45 MGP12 TOP PLATE,
-90 x 45 MGP12 STUDS AT 450 CRS. UP TO 3000 HEIGHT,
-90 x 45 MGP12 STUDS AT 300 CRS. TO 3300 HEIGHT,
-90 x 45 MGP12 BOTTOM PLATE.
STUDS AT SIDE OF OPENINGS:
-UP TO 2100 .... 2x COMMON STUDS
-UP TO 3000 .... 3x COMMON STUDS
INTERNAL WALLS (UNLESS NOTED OTHERWISE):
-2/90 x 45 MGP12 TOP PLATE
-90 x 45 MGP12 STUDS AT 450 CRS.
-90 x 45 MGP12 BOTTOM PLATE
INDICATES M12 ANCHOR ROD / BOLT
INDICATES M16% ANCHOR ROD / BOLT
DENOTES: 2/125x10 E.A. WITH 2M16% BOLTS EACH LEG (2M16@ CHEMSETS TO CONCRETE)
DENOTES: 125x10 E.A. WITH 2M16% BOLTS EACH LEG (2M16@ CHEMSETS TO CONCRETE)
6. ALL WALL FRAMING TO BE FIXED, TOP, BOTTOM AND SIDES, TO STRUCTURAL FRAME WITH
RAMSET FIXINGS AT 450 CRS.
7. ALL FRAMING ANCHORS, NAILING PLATES AND STRAPS TO BE FIXED AT EACH FACE OR LEG
WITH 4/2.89 GALV. FLATHEAD NAILS UNLESS NOTED OTHERWISE.
8. TOP OF BRACING WALLS TO BE FIXED TO ROOF STRUCTURE IN ACCORDANCE WITH AS
1684.2-N4-8.22 BOTTOM OF BRACING WALLS TO BE FIXED TO FLOOR STRUCTURE IN ACCORDANCE
WITH AS 1684.2-N4-8.24.
-N12 AT 400 HORIZONTAL - 600 LAPS (INCLUDING 'L' BARS AT CORNERS UNLESS NOTED
OTHERWISE)
revision description. Rev] Date [Revision Description Drawn
COPYRIGHT © Client
NOOSA SHIRE COUNCIL
0 10 20 30 40
‘A_| DEC [ISSUED FOR APPROVAL NV.
MEASUREMENT BAR - INCREMENTS IN mm
Drawn Verified Project
i oD Nv SP_ LIFEGUARD SERVICE STORAGE SHED -
SP SP NOOSA SPIT
50 60 consulting engineers ‘Approved RPEQ No =
Noosa: 075449 9500 S.PRYSTUPA 1137 LOCAL AUTHORITY NOOSA COUNCIL
seen eS box, Nowavle, GLO S66 Signed Date MCU APPROVAL HORIZ DATUM
Sager wan scens ROL APPROVAL VERT DATUM AHD
99 128008 398 OPW APPROVAL RL
Drawing Title
GENERAL NOTES
Scale
AS SHOWN
[Sheet Size]
A3
Drawing Number
14712-S2
Sheet
2 of 6
Revision|
A
Page 3
omm CLADDING : an 3000 3000 3000 1000 2000 THROUGHOUT . \ M12 GALV S.S. SCREWS . VY HOLD DOWN @150 CRS ‘ | BOLTS EPOXY : AINTED / / / / / / / / / / / / / / / / / / JOINER NU : . \ NOTE: LOCATE SHED 1m OFF EXISTING CHAIN WIRE FENCE DOUBLE ‘ ss \ BOLT PLATE . ANT TRAP | . | > ° 0 ¢e & eS cS ® | | —. a ») +t = = o_ yp = _ | | ~ Qa 5 g | g + ~ Oo Oo | L L PROPOSED | S ASPHALT N FLOOR ~ | \ nN FORMATUBE INS | FROMWORK 7 FTW @450 2-N12'U' 7 | SHAPPED BOTH WAYS ~ 8 | Oo Oo o —————LC@6 ~ y SECTION (A \ ‘ ‘ ee Q \ 3 NOT TO SCALE n a Cx fo ly’ © | ° A XY a C - y M12 GALV > HOLD DOWN EXISTING CHAIN WIRE FENCE FOOTING PLAN BOLTS EPOXY / / / / / 1:50 UNREDUCED AT A3 PAINTED Client Drawn Project Drawing Title Scale |Sheet Size] NOOSA SHIRE COUNCIL oD 5 a LIFEGUARD SERVICE STORAGE SHED - FOOTING PLAN AS SHOWN! A3 i SP SP NOOSA SPIT Grawing Number 0 10 20 30 40 50 60 consulting engineers Approved RPEQ No RDP 14712-S3 s Ss 113 LOCAL bth bbb tl) Sowa TUPA tae MCU APPROVAL. NOOSA COUNCIL HORIZ DATUM Sheet Revision| A DEC ISSUED FOR APPROVAL NV. ROL APPROVAL VERT DATUM AHD A Rev| Date [Revision Description Drawn MEASUREMENT BAR - INCREMENTS IN mm OPW APPROVAL RL 3 of 6
Page 4
HAND WASHING BASIN 6300 ASPHALT WIDTH PAVEMENT DETAILS NOTE: CFC = COMPRESSED FIBRE CEMENT J 9mm THICK CFC WALL SHEETING S.S. SCREW FIXED AT 150mm CRS 1:20 UNREDUCED AT A3 | WALL CONNECTION 50x50 PLASTIC CORNER ANGLE TYPICAL 9mm THICK CFC 9000 1000, INTERNAL WATER HOSE REAL @90 PVC DOWN PIPE SENSOR LIGHT NN 2 I I oS oS MY I L STORAGE BY OTHERS x | |] 7 8 | 2000 2000 p00 H | | 2 2 2 2 | | | 2 JET SKI 2 2 JET SKI 1 2 ATV 1 2 | | 8 | Ss |H | © | | 8 8 8 | | | BOARD STORAGE qi JET SKI3 B ATV 2 eS ! Ws 3600 J 2000 2000, | | | STORAGE AND BENCHES BY OTHERS ( 3 | [ ' I I I x al Ng 4007) @90 PVC DOWN PIPE LINE OF ASPHALT PAD 6 12000 100 4000 | LEGEND oo DOUBLE FLUORESCENT FLOOR PLAN LIGHTS 1200 LONG 1:60 UNREDUCED AT A3 50x50 PLASTIC CORNER ANGLE SS DOUBLE POWER POINT x LIGHT swiTeH SI M12 GALV BOLTS @ 1000 CRS ~~ 30mm ASPHALT 90x45 MGP12 e M12 GALV BOLTS TREATED PINE /~— M12 HD BOLTS 125mm CBR 35 @ 1000 CRS STUDS @ 500 CRS GALV AND MAX e EPOXY PAINTED Se 125mm CBR 15 z ene e x XK M Ml ONSe I WALL CONNECTION 1:20 UNREDUCED AT A3 Client NOOSA SHIRE COUNCIL 0 10 20 30 40 50 ‘A_| DEC_| ISSUED FOR APPROVAL NV, Rev] Date [Revision Description Drawn MEASUREMENT BAR - INCREMENTS IN mm TOD consulting engineers Drawn NV Verified Project Verified SP NOOSA SPIT Approved S. PRYSTUPA Signed RPEQ No 1137 Date LIFEGUARD SERVICE STORAGE SHED - Drawing Title FLOOR PLAN RDP MCU APPROVAL ROL APPROVAL OPW APPROVAL LOCAL AUTHORITY NOOSA COUNCIL HORIZ DATUM VERT DATUM AHD RL Scale [Sheet Size| AS SHOWN] A3 Drawing Number 14712-S4 Sheet Revision| 4 of 6 A
Page 5
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Client Drawn Project Drawing Title Scale |Sheet Size]
NOOSA SHIRE COUNCIL i oD 5 a LIFEGUARD SERVICE STORAGE SHED - ROOF PLAN AS SHOWN! A3
sP SP NOOSA SPIT Drawing Number
10 20 30 40 50 60 consulting engineers Approved RPEQ No RDP 14712-S5
S. PRYSTUPA 1137 LOCAL AUTHORITY NOOSA COUNCIL
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Rev] Date [Revision Description Drawn MEASUREMENT BAR - INCREMENTS IN mm OPW APPROVAL RL °
Page 6
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1:10 UNREDUCED AT A3
PERPETUAL GREEN
ALUMINIUM PERMALITE ROOF
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SCREWED ALTERNATE RIBS
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WIDTH
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3000 3000 3000
| 2000 | 1000 | PANEL WIDTH | PANEL WIDTH | PANEL WIDTH
NOTE: I I I I | |
1. TREATED STUDS @ 450 CRS
(90x45 MGP12) 15mm NOTE:
COMPRESSED FC FIXED SIDE ELEVATION CFC OMITTED FOR CLARITY
HORIZONTALLY WITH SS 4:10 UNREDUCED AT A3
SCREWS @150 CRS PAINTED an HARDIE WRAP WEATHER BARRIER.
CREAM AND GREEN AS PER * ALL AROUND BUILDING
NOOSA COUNCIL PALLET
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CFC COVER STRIP DETAILS
1:5 UNREDUCED AT A3
Client
NOOSA SHIRE COUNCIL
0 10 20 30 40 50 60
dl!
NV.
A_| DEC
ISSUED FOR APPROVAL
Rev] Date
Revision Description
Drawn MEASUREMENT BAR - INCREMENTS IN mm
Drawing Title
Drawn Project
TOD nv SP_ LIFEGUARD SERVICE STORAGE SHED- _|ELEVATIONS
SP SP NOOSA SPIT
consulting engineers
9.2600
‘Approved RPEQ No oP
S.PRYSTUPA — 1137 LOCAL AUTHORITY NOOSA COUNCIL
Signed Date MCU APPROVAL
ROL APPROVAL
OPW APPROVAL
HORIZ DATUM
VERT DATUM AHD
RL
Scale
AS SHOWN
[Sheet Size]
A3
Drawing Number
14712-S6
Sheet
6 of 6
Revision|
A