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2021-07-06 Planning & Environment Committee Meeting Agenda
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PLANNING & ENVIRONMENT COMMITTEE MEETING AGENDA 6 JULY 2021
Page 52 of 105
\ Jf Attachment 1
GENERAL NOTES é
DO NOT SCALE PLANS, USE WRITTEN DIMENSIONS ONLY. IF IN DOUBT, ASK ‘
THE OWNER/BUILDER SUBCONTRACTOR SHALL VERIFY ALL DIMENSIONS, LEVELS, a - hy
SETBACKS AND SPECIFICATIONS PRIOR TO COMMENCING WORKS OR ORDERING Sk, eo Sp: ey, eg
MATERIALS AND SHALL BE RESPONSIBLE FOR ENSURING THAT ALL BUILDING WORKS Seco, O~ >,
CONFORM TO THE NATIONAL CONSTRUCTION CODE OF AUSTRALIA, CURRENT de, y
AUSTRALIAN STANDARDS, BUILDING REGULATIONS AND TOWN PLANNING 2
5 1 1 1 8 9 1780 590 13 17 19 >
5 1 1 1 8 10 1888 587 17 16 0 y
4 1 1 1 9 0 522 599 1507 32 -1
5 1 1 1 9 1 522 609 132 13 95 REQUIREMENTS,
5 1 1 1 9 2 660 609 237 11 96 REPORT
5 1 1 1 9 3 722 599 37 31 94 ANY
5 1 1 1 9 4 763 609 133 11 96 DISCREPANCIES
5 1 1 1 9 5 904 609 21 11 96 TO
5 1 1 1 9 6 931 608 33 12 96 THIS
5 1 1 1 9 7 972 609 56 11 94 OFFICE
5 1 1 1 9 8 1769 599 19 31 0 &,
5 1 1 1 9 9 1867 599 15 32 71 Jb
5 1 1 1 9 10 2018 616 11 11 8 \
4 1 1 1 10 0 521 626 1518 19 -1
5 1 1 1 10 1 521 626 28 12 74 ALL
5 1 1 1 10 2 554 617 59 31 74 WORKS
5 1 1 1 10 3 622 626 49 12 96 SHALL
5 1 1 1 10 4 677 617 63 31 96 COMPLY
5 1 1 1 10 5 739 617 47 31 95 WITH
5 1 1 1 10 6 796 626 30 12 96 BUT
5 1 1 1 10 7 832 626 32 12 96 NOT
5 1 1 1 10 8 871 626 60 12 96 LIMITED
5 1 1 1 10 9 938 626 20 12 96 TO
5 1 1 1 10 10 965 626 29 12 96 THE
5 1 1 1 10 11 1002 626 73 12 95 BUILDING
5 1 1 1 10 12 1082 626 43 12 95 CODE
5 1 1 1 10 13 1133 626 19 12 96 OF
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5 1 1 1 10 15 1858 632 2 3 34 J
5 1 1 1 10 16 2036 631 3 2 73 \
4 1 1 1 11 0 521 641 1540 21 -1
5 1 1 1 11 1 521 645 99 12 96 AUSTRALIAN
5 1 1 1 11 2 626 645 32 12 96 AND
5 1 1 1 11 3 666 645 29 12 96 THE
5 1 1 1 11 4 701 645 99 12 96 AUSTRALIAN
5 1 1 1 11 5 808 645 98 12 96 STANDARDS
5 1 1 1 11 6 913 645 54 12 96 LISTED
5 1 1 1 11 7 973 645 13 11 94 IN
5 1 1 1 11 8 993 645 42 12 94 NOTE
5 1 1 1 11 9 1042 646 8 10 81 4
5 1 1 1 11 10 1638 641 18 19 82 &
5 1 1 1 11 11 1838 642 17 20 38 i
5 1 1 1 11 12 2046 642 15 17 0 S
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5 1 1 1 12 1 521 663 19 11 95 AS
5 1 1 1 12 2 549 663 83 11 68 1288
5 1 1 1 12 3 584 653 6 31 68 -
5 1 1 1 12 4 594 663 38 11 94 2006
5 1 1 1 12 5 638 653 50 31 93 GLASS
5 1 1 1 12 6 697 663 13 11 93 IN
5 1 1 1 12 7 717 663 188 12 93 BUILDINGS
5 1 1 1 12 8 798 653 17 31 92 -
5 1 1 1 12 9 816 663 89 12 96 SELECTION
5 1 1 1 12 10 912 663 29 11 95 AND
5 1 1 1 12 11 951 663 111 12 95 INSTALLATION
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5 1 1 1 12 13 2069 662 16 19 69 \
4 1 1 1 13 0 521 682 1572 13 -1
5 1 1 1 13 1 521 682 19 11 95 AS
5 1 1 1 13 2 549 682 83 11 83 1562-2006
5 1 1 1 13 3 638 682 58 11 96 DESIGN
5 1 1 1 13 4 704 672 28 31 96 AND
5 1 1 1 13 5 742 682 112 11 96 INSTALLATION
5 1 1 1 13 6 861 682 21 11 96 OF
5 1 1 1 13 7 889 682 52 11 96 SHEET
5 1 1 1 13 8 946 682 44 11 96 ROOF
5 1 1 1 13 9 989 672 41 31 96 AND
5 1 1 1 13 10 1031 672 47 31 96 WALL
5 1 1 1 13 11 1086 682 81 11 96 CLADDING
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5 1 1 1 13 13 1993 690 6 5 38 A
5 1 1 1 13 14 2089 685 4 3 83 \
4 1 1 1 14 0 521 688 1589 37 -1
5 1 1 1 14 1 521 699 19 12 95 AS
5 1 1 1 14 2 549 699 83 12 45 1684
5 1 1 1 14 3 581 690 11 31 45 -
5 1 1 1 14 4 594 699 38 12 95 2010
5 1 1 1 14 5 638 699 80 12 95 NATIONAL
5 1 1 1 14 6 724 699 58 12 96 TIMBER
5 1 1 1 14 7 788 699 72 12 96 FRAMING
5 1 1 1 14 8 867 699 44 12 96 CODE
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5 1 1 1 15 1 521 717 19 12 92 AS
5 1 1 1 15 2 547 717 85 12 79 2049
5 1 1 1 15 3 584 709 11 31 79 -
5 1 1 1 15 4 594 717 38 12 91 2002
5 1 1 1 15 5 638 717 44 12 95 ROOF
5 1 1 1 15 6 690 717 42 12 95 TILES
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5 1 1 1 15 8 1766 721 14 13 65 J
5 1 1 1 15 9 1837 710 48 36 42 QR
5 1 1 1 15 10 2025 719 3 3 43 XxA
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4 1 1 1 16 0 521 726 1642 31 -1
5 1 1 1 16 1 521 736 19 11 94 AS
5 1 1 1 16 2 547 736 85 11 17 2050
5 1 1 1 16 3 584 726 6 31 17 -
5 1 1 1 16 4 597 736 35 11 96 2002
5 1 1 1 16 5 638 736 111 11 96 INSTALLATION
5 1 1 1 16 6 757 736 21 11 96 OF
5 1 1 1 16 7 785 736 44 12 96 ROOF
5 1 1 1 16 8 836 736 41 11 91 TILES
5 1 1 1 16 9 1760 741 3 4 0 b
5 1 1 1 16 10 1858 726 9 31 36 ZA
5 1 1 1 16 11 1968 734 15 16 57 a
5 1 1 1 16 12 2041 734 16 15 49 \
5 1 1 1 16 13 2152 740 11 11 62 \
4 1 1 1 17 0 521 738 1656 46 -1
5 1 1 1 17 1 521 754 19 11 96 AS
5 1 1 1 17 2 547 754 83 11 74 2870-2011
5 1 1 1 17 3 638 744 104 31 92 RESIDENTIAL
5 1 1 1 17 4 748 744 38 31 96 SLAB
5 1 1 1 17 5 794 754 32 11 96 AND
5 1 1 1 17 6 832 754 224 11 93 FOOTINGS
5 1 1 1 17 7 912 744 16 31 93 -
5 1 1 1 17 8 930 754 125 11 96 CONSTRUCTION
5 1 1 1 17 9 1441 738 24 46 0 \,
5 1 1 1 17 10 1736 750 17 16 22 y
5 1 1 1 17 11 1950 754 12 16 0 yf
5 1 1 1 17 12 2058 750 18 17 27 ON
5 1 1 1 17 13 2168 754 9 12 62 \
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5 1 1 1 18 1 521 773 57 11 88 AS/NZS
5 1 1 1 18 2 584 773 44 11 75 2904
5 1 1 1 18 3 617 763 12 31 75 -
5 1 1 1 18 4 636 773 32 11 93 1998
5 1 1 1 18 5 675 773 108 11 93 DAMP-PROOF
5 1 1 1 18 6 789 763 77 31 95 COURSES
5 1 1 1 18 7 865 763 37 31 93 AND
5 1 1 1 18 8 912 773 89 11 78 FLASHINGS
5 1 1 1 18 9 1694 774 38 11 21 cp
5 1 1 1 18 10 1941 773 5 6 33 ‘
5 1 1 1 18 11 2077 768 17 19 16 y
5 1 1 1 18 12 2181 768 11 12 45 \
4 1 1 1 19 0 521 786 1688 23 -1
5 1 1 1 19 1 521 790 19 12 95 AS
5 1 1 1 19 2 547 790 85 12 86 3600
5 1 1 1 19 3 584 781 6 31 86 -
5 1 1 1 19 4 594 790 38 12 96 2010
5 1 1 1 19 5 638 790 88 12 96 CONCRETE
5 1 1 1 19 6 734 790 107 12 96 STRUCTURES
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5 1 1 1 19 8 1675 786 33 23 53 Sf
5 1 1 1 19 9 1920 796 31 9 43 ny
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5 1 1 1 19 11 2127 787 21 19 56 YS.
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5 1 1 1 20 1 521 808 19 11 89 AS
5 1 1 1 20 2 547 808 45 11 72 3660-
5 1 1 1 20 3 598 808 34 11 95 2004
5 1 1 1 20 4 638 808 80 11 96 BARRIERS
5 1 1 1 20 5 725 808 32 11 96 FOR
5 1 1 1 20 6 764 808 129 11 96 SUBTERRANEAN
5 1 1 1 20 7 902 808 78 11 96 TERMITES
5 1 1 1 20 8 1434 798 37 31 84 NGL
5 1 1 1 20 9 1478 808 54 8 0 43°96
5 1 1 1 20 10 1668 807 12 11 28 OY
5 1 1 1 20 11 1808 798 16 31 0 e.
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5 1 1 1 21 1 521 827 19 11 96 AS
5 1 1 1 21 2 547 827 83 11 72 3700-2011
5 1 1 1 21 3 638 827 80 11 95 MASONRY
5 1 1 1 21 4 724 827 12 11 95 IN
5 1 1 1 21 5 743 827 84 11 76 BUILDINGS.
5 1 1 1 21 6 1446 821 113 26 7 Roan
5 1 1 1 21 7 1659 814 18 23 76 WY
5 1 1 1 21 8 1830 811 32 41 55 RK
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5 1 1 1 22 2 547 845 35 11 85 3740
5 1 1 1 22 3 584 835 6 31 85 -
5 1 1 1 22 4 598 845 34 11 96 2010
5 1 1 1 22 5 637 845 145 11 96 WATERPROOFING
5 1 1 1 22 6 788 845 21 11 96 OF
5 1 1 1 22 7 815 845 35 11 96 WET
5 1 1 1 22 8 855 844 54 12 96 AREAS
5 1 1 1 22 9 916 845 12 11 96 IN
5 1 1 1 22 10 936 844 104 12 96 RESIDENTIAL
5 1 1 1 22 11 1045 845 85 11 93 BUILDINGS
5 1 1 1 22 12 1648 844 14 17 47 O
5 1 1 1 22 13 1801 842 8 20 0 “oOo
5 1 1 1 22 14 1962 838 21 27 14 YG
5 1 1 1 22 15 2011 856 4 4 43 Mog
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5 1 1 1 23 2 547 863 35 12 92 3786
5 1 1 1 23 3 588 870 4 2 92 -
5 1 1 1 23 4 597 863 35 12 96 2004
5 1 1 1 23 5 638 863 56 12 96 SMOKE
5 1 1 1 23 6 700 864 65 11 66 ALARMS.
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5 1 1 1 24 4 594 872 40 31 94 2012
5 1 1 1 24 5 635 872 48 31 91 WIND
5 1 1 1 24 6 687 881 80 12 91 LOADINGS
5 1 1 1 24 7 773 881 33 12 96 FOR
5 1 1 1 24 8 812 872 74 31 96 HOUSING
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5 1 1 1 24 10 1704 869 45 44 67 Ly
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5 1 1 1 25 1 521 900 19 11 79 AS
5 1 1 1 25 2 546 900 46 11 79 4100-
5 1 1 1 25 3 598 900 34 12 96 2012
5 1 1 1 25 4 638 900 51 12 96 STEEL
5 1 1 1 25 5 695 900 108 12 96 STRUCTURES
5 1 1 1 25 6 1587 891 26 31 54 xf
5 1 1 1 25 7 1709 898 50 18 49 SSL
kas YY 4 LY \ eer ae enact
THESE PLANS SHALL BE READ IN CONJUNCTION WITH ANY SOIL, STRUCTURAL AND NX EP Se My, gS & Ss . 6.500m above ng
CIVIL ENGINEERING COMPUTIONS AND DRAWINGS \ SY Lae KY CY N aN \
ALL BUILDINGS SHALL BE PROTECTED AGAINST TERMITE ATTACK IN ACCORDANCE RK 2 Jo NO) y \ yr \
WITH AS 3660.1 AND A DURABLE NOTICE SHALL BE PLACED IN THE METER BOX CO Ye $\ KNX My VAX \
INDICATING TYPE OF BARRIER AND REQUIRED PERIODICAL INSPECTIONS 6 MI" LSS . oO > > \ .
my YS ESBS S . ‘ Orn \ proposed roof line
RS. K QQ QB me KO \ ‘
SAFETY GLAZING TO BE USED IN THE FOLLOWINGS CASES - No NY SN XS NX . 4 4 N y
) ALL ROOMS - WITHIN 500mm VERTICAL OF THE FLOOR a % SACS AY Jf pp Dp XK
i) BATHROOMS - WITHIN 1500mm VERTICAL OF THE BATH BASE b y S Xs SQ Y fl fb .
iil) FULLY GLAZED DOORS 7 \ Rave NS AN Y r C A VM as \ &
iv) SHOWER SCREENS & QQGG S SX lsd dey C y, \ se
Y) WITHIN 300mm OF A DOOR AND <1200mm ABOVE FLOOR LEVEL \ CO ARESYKD Se, VK) XY RS x 4
vi) WINDOW SIZES ARE NOMINAL ONLY, ACTUAL SIZES WILL VARY RET Oe XG? > YS EX\> EX e
WITH MANUFACTURER, AND ARE TO BE VERIFIED WITH SAME. FLASHING ALL ROUND 4 ROB » O <Y) cS KR x
STORMWATER TO BE TAKEN TO ON SITE STORAGE OF PROVIDED, THEN THE LEGAL 7 ‘ SASSY LS CN. \W \
POINT OF DISCHARGE AS DETERMINED BY THE RELEVANT AUTHORITY, XQ +, G Y OP KK YAY USN \
TILED DECKS OVER LIVABLE AREAS ARE TO BE, IN THE FOLLOWING ORDER OVER THE f é < EX SV éN YY> 4 KDW \ Sy
FLOOR JOISTS : 19mm COMPRESSED FIBRE CEMENT SHEET, WITH ONE LAYER OF s a7 *s O RQ—?DAWAK A XW WG XQ ee fi
PARCHEM EMERPROOF 750 WITH A SECOND LAYER OF SAND SEED WITH ADFT OF IN. f oS R2VYXY SS NS &\ \ %
1300 MICRON, INSTALLED TO MANUF. SPECIFICATIONS, AND FLOOR TILES OVER, ALL ao ROBES O (LX NS x Ye 43.900 m
CORNERS TO HAVE 20mm MASTIC SEALANT UNDER THE PARCHEM EMERPROOF 750. \ QO A Ns ane \ S% &
FOOTINGS ARE TO BE WHOLLY WITHIN TITLE BOUNDARIES AND ARE NOT TO ENCROACH BAG EN PSY ST xs 22~_®/
EASEMENTS. IT IS RECOMMENDED THAT WHERE BUILDINGS ARE TO BE LOCATED IN NGL 43,600m XQ SVG £2» ESS ey ®%, i+ £Ny
CLOSE PROXIMITY OF BOUNDARIES, A CHECK SURVEY BE CONDUCTED BY A LICENSED Roof RL 49.330m N SSK PLY Xv Gey IN CoO roof line of existing
SURVEYOR Scesliaishoverng \ COS Qy CPW « . high set house
ALL STEELWORK IN MASONRY TO BE HOT DIP GALVANISED >. SA R CLP) NS.
\ WS % LEX
ALL WET AREAS TO COMPLY WITH BCA 3.8.1.2 AND AS 3740. SPLASH BACKS SHALL erapissarosrun XQ BSS S Oo, £» A / ae
BE IMPERVIOUS FOR 150mm ABOVE SINKS, TROUGHS AND HAND BASINS WITHIN \ GEN GQ O <2 ys S/ Bio
76mm OF THE WALL. \ eo yy s 2») A~\ By AO A Dak Mn,
PROVIDE WALL TIES AT 600mm SPACINGS BOTH VERTICAL AND HORIZONTAL AND. \ Kt ANY YCpyS as x 0,2?
WITHIN 300mm OF ARTICULATION JOINTS. BRICK TIES TO BE STAINLESS STEEL. ina} . i SOK NX r. ey
SUB-FLOOR VENTILATION MINIMUM 7500mm/sq FOR EXTERNAL WALLS AND ie ee ane \ we Bote q& gS eo e
1500mm/sq FOR INTERNAL WALLS BELOW BEARER 9 G | 5 Vv x? AR oe
THERMAL INSULATION TO BE PROVIDED TO ACHIEVE MINIMUM REQUIREMENTS AS | y 8 ay xX
\ oe
SPECIFIED BY LICENSED ASSESSOR % X KL vf Os xy
STAIR REQUIREMENTS : MIN, TREAD 240mm, MIN. RISER 115mm, MAX. RISER 190mm, \ wea, v,) SG 3
SPACE BETWEEN OPEN TREADS MAX. 125mm. TREADS TO BE NON SLIP SURFACE eg 8 tf Sy &y x
BALUSTRADES : MIN, 1000mm ABOVE LANDINGS WITH MAX. OPENING OF 125mm AND \ a0 Uy OC S Q &
IN ACCORDANCE WITH BCA 3.9.2 os 2 “ff, ty mS SK gs
FOR STAINLESS STEEL BALUSTRADE, REFER TO Table 3.9.2.1 (WIRE BALUSTRADE &, 6 eal SS oN
CONSTRUCTION - REQUIRED WIRE TENSION AND MAXIMUM PERMISSIBLE Ni N QO ~ Qy S$ w
DEFLECTION) OF THE BCA Sa, oy SJ « S Y 5 &
THE BUILDER SHALL TAKE ALL STEPS NECESSARY TO ENSURE THE STABILITY OF SITE PLAN or Oy SB & x
EXISTING AND NEW STRUCTURES THROUGH-OUT CONSTRUCTION VY Vv
DENOTES LOCATION OF SMOKE DETECTORS (refer electrical layout plans), SCALE: 1:200 &
TO BE HARD WIRED WITH EMERGENCY BACK-UP AND COMPLY WITH AS 3786 g
PROVIDE LIFT OFF HINGES, OPEN OUT DOOR OR MIN 1200mm CLEARANCE FROM DOOR
TO PAN IN WATER CLOSETS
EXHAUST FANS FROM SANITARY COMPARTMENTS ARE TO BE DUCTED EXTERNALLY
OR TOA VENTED ROOF SPACE IN COMPLIANCE WITH AS 1668.2
THESE NOTES ARE NEITHER EXHAUSTIVE NOR A SUBSTITUTE FOR REGULATIONS, x
STATUTORY REQUIREMENTS, BUILDING PRACTICE OR CONTRACTUAL OBLIGATIONS Be
SURVEYOR TO CONFIRM SETOUT PRIOR TO COMMENCEMENT OF WORKS L
THESE PLANS ARE PROTECTED BY COPY RIGHT AND ARE THE PROPERTY OF THE
AUTHOR.
GENERAL NOTES i CLIENT NAME: Brian Ross
‘ 5 Use written dimensions only. DO NOT seale drawings. Contracters to verify al | Site Plan SITE ADDRESS: 29 Ferguscn Street, Sunshine Beach
natani des nyse el dimensions and levels en site prior to commencing works and shop drawings
Site location is Category N3 or fo engneer's requirements
residential building design ‘These rawings.are to a peack in conjunction with rengineers desigrend ISSUE: W DATE: 11/03/2021 [oar Aug20200 [| DRAWING Ne
Poet ieieonaandgleeniel aici enn OA details, the accompanying bulding specification and schedule of finishes ———— = A000See the original
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