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Approved Plans MCU18/0119

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Original PDF page 7, section 1. The text section number identifies this passage in the reader.

                                                       A                                                                                                                               B                                                                                                                   C
                                                                                                                                                                                                        8.0m HEIGHT LIMIT AT
                                                                                                                                                                                                                 ROOF RIDGE



                          -

   NOOSA COUNCIL                                                                                                                                                                                                5° PITCH TRIMDEK
                                                                                                                                                                                                                  ROOF SHEETING
   APPROVED PLAN
MCU18/0119 12 SEP 2018                                                                                                                                                                   STRATCO EDGE PROFILE GUTTER WITH
                                                                                                                                                                                          FOLDED METAL FASCIA (STRICTLY NOT
                                                                                                                                                                                                      STD CRIMPED PROFILE)
                                                                                                                                                                                                                                                                                                               Bed 02, Bath 02 + Study Ceiling Height 2.400
                                                                                                                                                                                                       RAKED SOFFIT FC SOFFIT
                                                                                                                                                                                              CONTINUOUS 250 PFC ROOF BEAM




                                                                                                                                                                                                                                                                                                                                                                                            TO BOTTOM CHORD OF TRUSS
                                                                                                                                                                                                       TO ENGINEERS DETAILS




                                                                                                                                                                                                                                                                                                                                                              FINISHED CEILING HEIGHT
                                                                                                                                                                  190 (MAX) 60 (NOM)
                                                                                                                                      5° PITCH TRIMDEK                                                                BOX GUTTER REFER HYDRAULICS
                                                                                                                                        ROOF SHEETING                                                                           ENGINEERS DETAILS




                                                                                                                                                                                                                                                                                                                                                                                        2,450
                                                                                                                                                                                                                                                                                                                                              Bed 02                                                                                                                                                            Study

                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                  RECESS IN CONCRETE
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                        SLAB FOR SHR
                                                                                                                                                FC LINED
                                                                                                                                                                                                                                                                                                                                                CARPET                                                                                                                          R.L. 9.550 TIMBER




                                                                                                                                                                                                                                                                              TO UNDERSIDE OF ROOF TRUSS
                                                                                                                                                                                                                                                FINISHED CEILING HEIGHT
                                                                                                                                                                                           3,000




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                 TO UNDERSIDE OF STUDY SLAB
                                                                                                                                                                                                                                                                          2,750
                                                                                                                                                                                                                                           2,700




                                                                                                                                                                                                                                                                                                                                                                                                                                    FINISHED CEILING HEIGHT
                                                                                                                                                                                                                               Bed 03




                                                                                                                                                                                                                                                                                                                                                                                                                                                                        2,575
                                                                                                                                                                                                                                                                                                                                                                                                                                2,525
                                                                                                                                                                                                                                                                                                                      Bathroom 03                                                                                      MPR

                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                  Laundry




                                                                                                                                                                                                                                                                                                                            350
                                                                                                                                                                                                                                      200 NOM
                                                                                                                                                                                                      R.L. 7.075           CARPET




                                                                                                                                                                                       200
                                                                                                                                                  COVER PLATE TO FACE OF




                                                                                                                                                                                                                                                                                                                                                                                                                                                              250 NOM
                                                                                                                                                   SLAB WITH DRIP MOULD
                                                                                                                                                      TO BUILDERS DETAILS                                                                                                                                              TILES      R.L. 6.725                                                                           TIMBER




                                                                                                                                                                                                                                                                                                                                                                                                                        6,000
                                                           GRATED DRAIN 01 AS PER SCG




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                              525
                                                           ENGINEERS DRIVEWAY DESIGN + REFER
                                                           HYDRAULIC ENGINEERS DETAILS
                                                                                                                                                                                             RAKED SOFFIT FC LINED                                                                                                                                                                                                                                                                                                    TILES
                                                                                                                                                                                                  WITH SET JOINTS
                                                                                                                                                                                                                               PANEL LIFT DOOR WITH SLIMLINE                                                                                                                                                                                                                                                     EXPOSED PLUMBING FROM LEVELS ABO
                                                                                                                                                                                                                                          HEAD (DARK COLOUR)
                                                                                                                                                                                                                                                                                                                                      BUILDER TO ENSURE
                                                                                                                                                                                                                               Driveway                                                                                               ROLLER DOOR DRUM




                                                                                                                                                                                                                                                                                                                                                                                                                                                              TO UNDERSIDE OF
                                                                                                                                                                                                                                                                                                                                      FITS WITHIN PROPOSED




                                                                                                                                                                                                                                                                                                                                                                                                                                                              MPR FLOOR SLAB
                                                                                                                                                                                                                                                                                                                                                                                         3,175
                                                                                                                                                                                                                                                                                                                                      CAVITY




                                                                                                                                                                                                                                                                                                                                                                                                                                              2,925
                                                                                                                                                           HONE




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                              2,650
                                                                                                                                                               D / PO
                                                                                                                                                                     LISHE                                                       GRATED DRAIN 02 AS PER SCG
                                                                                                                                                                          D CON
                                                                                                                                                                               CRETE                                            ENGINEERS DRIVEWAY DESIGN +
                                                                                                                                                                                     (NO            N SLIP
                                                                                                                                                                                                             FINIS
                                                                                                                                                                                                                     H)
                                                                                                                                                                                                                                  REFER HYDRAULIC ENGINEERS
                                                                                                                                                                                                                                                    DETAILS
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                             Baseme
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                              EXISTING G.L.



                                                                                                                                                                                                                                                                                                                                                                                                                                                                                   R.L. 3.550




                                            Revision          Notes.                                                                                                                                                                Project                                                                            Client                                       Drawing                                                                                                     Date                                                   Author

           reitsma                                            Figured dimensions only are to be taken from this drawing.
                                                              All dimensions, bearings, exis ng services, mandatory council
                                                              restraints/requirements and proposed levels are to be checked and
                                                              verified on site by builder/client prior to commencement of works.
                                                                                                                                    All works must comply with NCC, local authority and all relevant
                                                                                                                                    geographical/wind category requirements. All cut and fill ba ers are
                                                                                                                                    indica ve only and must be established and verified by builder/client
                                                                                                                                    in rela on to proposed slab and/or floor levels
                                                                                                                                                                                                                           N        Wa + Milasas Residence
                                                                                                                                                                                                                                    Lot 524 (#102) Lorikeet Drive
                                                                                                                                                                                                                                                                                                                       B. Wa + S. Milasas
                                                                                                                                                                                                                                                                                                                       Builder
                                                                                                                                                                                                                                                                                                                                                                    Sec on 01a
                                                                                                                                                                                                                                                                                                                                                                    Stage
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                29/06/2018
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                Scale
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                 JTL/MM
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                      Revision
+61 7 5491 6834       13 Ridgewood Road.                                                                                                                                                                                                                                                                                                                                                                                                                                            1:50                                                    A
                               Caloundra
                                                              Any discrepancies must be communicated to the designer prior to
                                                              commencement of works. Please note, builder specifica ons and
                                                                                                                                    These drawings are to be read in conjunc on with other relevant
                                                                                                                                    consultants drawings and reports.                                                               Peregian Beach                                                                                                                  WORKING DRAWINGS -
                                                                                                                                                                                                                                                                                                                                                                    NOT SUITABLE FOR                                                                                            Project Number                                Sheet Number
[email protected]            QLD, 4551                      signed contracts to take precedence over all Reitsma documenta on.
www.reitsma.com.au              Australia                     © Reitsma+Associates Pty Ltd. A.T.F The Reitsma Family Trust ABN 62 631 178 013 - ACN 158 385 767 QBCC Lic. No. 1234490 BDAQ Member
                                                                                                                                                                                                                                    Qld       4573                                                                                                                  CONSTRUCTION                                                                                                4422                                                  11 /32

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