Revised Proposal Plans (rec 29.6.26) · MCU26/0010

 SITE NOTES:
 -POSITION OF DWELLING TO BE CONFIRMED BY                                                                                                                                                                                                                                                                                                                                          OWNER RESPONSIBILITY NOTES:
 CLIENT PRIOR TO ANY SITE WORKS
 - ALL EARTHWORKS TO COMPLY WITH ABCB                                                                                                                                                                                                                                                                                                                                              -IT IS THE RESPONSIBILITY OF THE OWNER TO PROVIDE ALL WEATHER ACCESS TO BUILDING
 HOUSING PROVISIONS STANDARD 2022 PART 3.2                                                                                                                                                                                                                                                                                                                                         SITE
 -ALL STORM WATER & SITE DRAINAGE TO BE                                                                                                                                                                                                                                                                                                                                            -IT IS THE RESPONSIBILITY OF THE OWNER TO UNDERTAKE TREE REMOVAL, INCLUDING
 SIZED & LOCATED BY THE HYDRAULIC                                                                                                                                                                                                                                                                                                                                                  OBTAINING ASSOCIATED PERMITS, AND TO PROVIDE A SITE CLEAR OF ANY VEGETATION
 CONSULTANT/PLUMBER & SURFACE DRAINAGE IS                                                                                                                                                                                                                                                                                                                                          OR DEBRIS TO SATISFACTION OF BUILDER PRIOR TO COMMENCEMENT OF SITE WORKS
 TO DISCHARGE EVENLY WITHIN THE SITE AND                                                                                                                                                                                                                                                                                                                                           -IT IS THE RESPONSIBILITY OF THE OWNER TO UNDERTAKE REMOVAL OF ANY SITE SPOIL/
 WITHOUT NUISANCE TO ADJOINING PROPERTIES,                                                                                                                                                                                                                                                                                                                                         STOCK PILES TO THE SATISFACTION OF THE BUILDER PRIOR TO COMMENCEMENT
 ALL SUB-FLOOR AREAS MUST BE GRADED TO                                                                                                                                                                                                                                                                                                                                             OF BUILDING WORKS OR A VARIATION WILL BE INCURRED FOR ASSOCIATED COSTS
 AVOID THE PONDING OF WATER. IN ACCORDANCE                                                                                                                                                                                                                                                                                                                                         - ANY WALLS CONSTRUCTED ON THE BOUNDARY, WILL REQUIRE THE CLIENT/S
 WITH ABCB HOUSING PROVISIONS STANDARD                                                                                                                                                                                                                                                                                                                                             TO REMOVE THE BOUNDARY FENCE PRIOR TO CONSTRUCTION
 2022 PART 3.3
 AND QDC MP4.2/LOCAL PLANNING SCHEME
 HOUSE CODE
 -BUILDER TO ENSURE THAT ACTUAL SEWER LINE
 AND MANHOLE POSITIONS MATCH THOSE AS
 SHOWN -BASED ON LOCAL AUTHORITY
 DOCUMENTS. ANY DISCREPANCIES MUST BE
 BROUGHT TO THE ATTENTION OF BUILDER AND
 RESOLVED PRIOR TO COMMENCEMENT OF
 CONSTRUCTION
 -BUILDER TO DETERMINE APPROPRIATE                                                                                                                                                                                                              37.7
 PLATFORMING METHOD ON SITE PRIOR TO
 COMMENCEMENT OF ANY WORKS. FINISHED
 FLOOR LEVEL IS TO BE ABOVE THE MINIMUM
 LEVEL AS PER LOCAL AUTHORITIES
 REQUIREMENTS & TO COMPLY WITH ABCB
 HOUSING PROVISIONS STANDARD 2022 PART 3.3 &
 AS3500.3.
 -THE FINISHED SURFACE IMMEDIATELY
 SURROUNDING THE BUILDINGS TO COMPLY WITH
 ABCB HOUSING PROVISIONS STANDARD 2022
 PART 3.3
 -CUT AND FILL BATTERS NOT TO EXCEED A
 MAXIMUM SLOPE AS PER ABCB HOUSING
 PROVISIONS STANDARD 2022 TABLE 3.2.1 FOR THE
 SITE SPECIFIC SOIL TYPE,
 -1000 MAXIMUM HIGH TIMBER RETAINING WALLS
                                                                                                                                                                                                              39.7
                                                                                                                                                                                             Roof
 WITH 100∅ AGI PIPE BEHIND (TO DISCHARGE TO                                                                                                                                                                                                       '25"
                                                                                                                                                                                                                                             88°55 39




                                                                                                                                                                                                                                                                                                                                                                                                   16 15.18
 STORMWATER LINE) AND GRANULAR BACKFILL




                                                                                                                                                                                                                                                                                                                                                                                                     2°1 5
                                                                                                                                                                      36.2
                                                                                                                                                                                                                                              42.7
 BEHIND, TO BE WHOLLY CONTAINED WITHIN THE




                                                                                                                                                                                                                                                                                                                                                                                                         2'3
 SITE ONLY IF INDICATED ON THE PLANS.




                                                                                                                                                                                                                                                                                                                                                                                                             0"
 -THE HEIGHT OF FENCES, INCLUDING THE HEIGHT
 OF RETAINING WALLS ARE NOT TO EXCEED 2.0M
 ABOVE FINISHED GROUND LEVEL, ONLY IF
 INDICATED ON THE PLANS AND TO LOCAL
 AUTHORITY APPROVAL.

 NOTE: ALL WINDOWS AND GATES OPENING INTO
                                                                                                                                                                                     MB
 POOL ENCLOSURE TO COMPLY WITH POOL
 SAFETY
 REQUIREMENTS (ALL LOUVRES MAX, 100MM
 BLADES) POOL FENCING TO SPECIALIST
 CONTRACTORS SPECIFICATIONS - PLANS SHOWN
 INDICATIVE ONLY.
                                                                                     0"
                                                                               °20'5
                                                                            357 .668




 ALL EXISTING SEWERS AND EASEMENTS ON SITE
                                                                              3




 SHOULD BE LOCATED PRIOR TO CONSTRUCTION

 ALL PROPOSED FINISHED FLOOR LEVELS TO BE
 CHECKED AND VERIFIED
 ON SITE TO COMPLY WITH MINIMUM BUILDING
 REQUIREMENTS, FLOOD LEVELS
 AND LOCAL COUNCIL REGULATIONS, PRIOR TO
 CONSTRUCTION

 SEWERAGE TO LOCAL COUNCIL DESIGN ROOF
 WATER TO DISCHARGE INTO RAINWATER TANK
 AND OVERFLOW INTO EXISTING COUNCIL SYSTEM
                                                                                      7°21'10"
                                                                                        12.5




                                                                                                                                                                                                                                                                                     PROPOSED DWELLING
 NOTE: BUILT-TO-BOUNDARY ALLOTMENTS ONLY -
 SURVEYOR SETOUT REQUIRED, AND CERTIFICATE
 TO BE SUBMITTED TO BUILDING CERTIFIER PRIOR                                                                                                                                                                                                                                                FLL: 35.77




                                                                                                                                                                                                                                                                                                                                                                                                                  208°
                                                                                                                                                                                                                                                                                                                                                                                                                   13.7 3'45"
 TO FINAL APPROVAL. ENSURE NO
 ENCROACHMENT OVER BOUNDARY, INCLUDING




                                                                                                                                                                                                                                                                                                                                                                                                                      5
                                                                                                                                                                                                                                                                                                                                                                                                                       03
 GUTTER

 NOTE: ORIGINAL DETAIL LAND SURVEY
 UNDERTAKEN BY: XXX




                                                                                                                                                                                                                                                                 282°48'40"
                                                                                                                                                                                                                                                                  43.258




                                                                                                                                                                                                                                                         NOTE: ALL WINDOWS AND GATES OPENING INTO POOL ENCLOSURE TO COMPLY WITH POOL
                                                                                                                                                                                                                                                         SAFETY REQUIREMENTS (ALL LOUVRES MAX, 100MM BLADES) POOL FENCING TO SPECIALIST
                                                                                                                                                                                                                                                         CONTRACTORS SPECIFICATIONS - PLANS SHOWN INDICATIVE ONLY.
                                                                                                                                                                                                                                                         POOL FENCING MUST COMPLY WITH AUSTRALIAN STANDARD AS 1926.1, QDC PART 3.4 & NCC
                                                                                                                                                                                                                                                         V2 2022 H7P1
                                                                                                                                                                                                                                                         FENCING TO BE MINIMUM 1200MM HIGH WITH SELF-CLOSING GATE AS PER REQUIREMENTS.
                                                                                                                                                                                                                                                         PROVIDE RESUSCITATION SIGN. PROVIDE POOL FENCING CERTIFICATE(S).
SITE AREA SCHEDULE:                     GFA AREA: 440.8m2
                                                                                                                                                                                                                                                         H7P1 SWIMMING POOL ACCESS
SITE AREA:   981.8m
                  2
                                        PERIMETER EAVE CALCULATION:                                                                                                                                                                                      [2019: P2.7.1]
                                        GROUND FLOOR WALL 89.3m / EAVE 27.0m (30.2%)                                                                                                                                                                     A BARRIER MUST BE PROVIDED TO A SWIMMING POOL AND MUST—
SITE COVER: BASEMENT 235.8m2 (22.66%)   FIRST FLOOR WALL 105m / EAVE 43.6m (41.5%)                                                                                                                                                                       (A)BE CONTINUOUS FOR THE FULL EXTENT OF THE HAZARD; AND
            GROUND 321.6m2 (35.94%)                                                                                                                                                                                                                      (B)BE OF A STRENGTH AND RIGIDITY TO WITHSTAND THE FORESEEABLE IMPACT OF PEOPLE;
            FIRST 280.3m2 (28.54%)                                                                                                                                                                                                                       AND
                                                                                                                                                                                                                                                         (C)RESTRICT THE ACCESS OF YOUNG CHILDREN TO THE POOL AND THE IMMEDIATE POOL
COUNCIL:     NOOSA COUNCIL                                                                                                                                                                                                                               SURROUNDS; AND
                                                                                                                                                                                                                                                         (D)HAVE ANY GATES AND DOORS FITTED WITH LATCHING DEVICES NOT READILY OPERATED BY
                                                                                                                                                                                                                                                         YOUNG CHILDREN, AND CONSTRUCTED TO AUTOMATICALLY CLOSE AND LATCH.

                                                                                                                                                                                                                                                         POOL SAFETY BARRIERS MUST COMPLY WITH THE BUILDING ACT 1975, BUILDING REGULATION                                                                                       0             1m                      5m
                                                                                                                                                                                                                                                         2006, QDC MP3.4 - SWIMMING & POOL BARRIERS AND AUSTRALIAN STANDARDS AS 1926.1 &
                                                                                                                                                                                                                                                         AS 1926.2.

                                                                                          Suite 7 / 10 Grebe St, Peregian Beach [email protected] www.suncoastbuildingdesign.com.au mob: 0401565629 mob: 0491289102                    Revision                                                                        Proposed Residence Address                     Client   Avalon Homes                       Scale          1:200
                                                                                                                                                     QBCC No: 1257143 (low rise)
                                                                                                                                                                                                                                                         Rev A - Amend Front roof pitch to 5 degrees       Rev F - DA Plans - 20.08.25
                                                                                                                                                                                                                                                         Rev B - DA Issue                                  Rev G - DA Plans - 09.10.25
                                                                                                                                                                                                                                                                                                                                         #Project Description
                                                                                          This plan shall remain the sole property of Suncoast Building Design and must not be given, lent, hired out or otherwise disposed of or copied without the
                                                                                                                                                                                                                                                                                                                                                                                        Drawn    MM/SB                              Page No.       3
                                                                                                                                                                                                                                                         Rev C - Major revisions per client meeting        Rev H - RFI - 29.10.25
                                                                                          written permission of Suncoast Building Design.
                                                                                                                                                                                                                                                         Rev D - Garage reduced                            Rev I - RFI - 13.02.26
                                                                                          Note: all dimensions/engineer details and relevant information to be checked and confirmed by builder /client. Suncoast Building Design does not take
                                                                                          any responsibility after drawings have been checked and confirmed by builder/client or construction has commenced.                                              Rev E - Updates as requested by client - 14.08.25 Rev J - RFI - 22.05.26        Job No.   20.148             Date   22.05.26   Stage    DA Plans                           Drawing        SITE PLAN