140307 Noosa Dunes · MCU14/0024

                                                                                                                                                                                                                                  5m         4        3   2       1


                                                                                                                                                                                                                    REV           DESCRIPTION                  DATE
                                                                                                                                                                                                                    A            Body Corp Issue               06/04/2014




                                                                                                                                                                                                                        CONSULTANTS
                                                                                                                                                                                                                        Surveyor
                                                                                                                                                                                                                         Max Watterson & Associates
                                                                                                                                                                                                                        P : 5442 6121 F : 5442 5125



                                                            A                                             B                     C                 D                                                                     Geotechnical
                                                                                                                                                                                                                         SCG Consulting Engineers
                                                                                                                                                                                                                        P : 5455 5604 F : 5455 5696


                                                                                                                                                                                                                        Structural Engineer
                                                                                                                                                                                                                         SCG Consulting Engineers
                                                                                                                                                                                                                        P : 5455 5604 F : 5455 5696
                                                                              A
                                                                             3.1                                                                                                                                        Hydraulic Engineer
                                                                                                                                                                                                                         SCG Consulting Engineers
                                                                                                                                                                                                                        P : 5455 5604 F : 5455 5696




                                                                                                                                                        21
                                          11,127




6                                                                                                                                                                                                               6




                                                                                                                                                         22
                              TOW 30.750

5                                                                                                                                                                                                               5
                                                                                                                                                      2,194

4                                                                                                                                                                                                               4
                                                                                                                                                               TOW 30.750

                                                   2,100




3                                                          dp
                                                                                                                                                                                                                3
                                                                                                                                                         23




2                                                                                                                                                                                                               2
                                                                                                                                                               Lysaght flat back 150mm 316 marine grade
                                                                                                                                                               stainless steel gutter with s/s fixings to
                                                                                                                                                               treated timber facia to be in accordance with
    Selected metal roof sheeting to be                     dp                                                                                                  manufacturers specifications. Gutter to have
    fixed in accordance with                                                                                                                                   1:200 fall to dp
    manufacturers specifications. Roof
    framing to be in accordance with
    structural engineers design and detail.
    Roof insulation to have foil backed
                                                                                                                                dp
    roofing felt and R3.5 ceiling batts.
    Overall roof structure to achieve min.                                                                                                                     Selected metal roof sheeting to be fixed in
    R4.6 in accordance with NCC                                                                                                                                accordance with manufacturers
    3.12.1.2.
                                                                                                                                                          24




                                                                                                                                                               specifications. Roof framing to be in
                                                                Box Gutter




                                                                                      mrs1                                                                     accordance with structural engineers design
                                                                                     3° Pitch                                                                  and detail. Roof insulation to have foil
                                                                                                                                                               backed roofing felt and R3.5 ceiling batts.
                                                                                                                                                               Overall roof structure to achieve min. R4.6 in
                                                                                                                                                               accordance with NCC 3.12.1.2.
                                                                                                                     3° Pitch
                                                                                                              mrs1




                                                                                                                                                               TOW 31.950



1                             TOW 33.900
                                                                                                                                                                                                                1
                                                                                                                                                          25




                                                                                                                                                                                                                    phil quayle architects
                                                                                                                                             26




                                                                                                                                                                                                                    Ph: 5473 0188 Fax: 5473 0199
                                                                                                                                     5,550
                                                                                                  5,100




                                                                                                                                                                                                                    PO Box 1235, Noosa Heads Q 4567
                                                                                                                                27




                                                                                                                                                                                                                    [email protected]
                                                                                             28




                                                                                                                                                                                                                    project:
                                                    29




                                                                                                                                                                                                                    RESIDENCE
                                                                                                                                                                                                                    for

                                                                              A
                                                                             3.1                                                                                                                                    Ingrid & Rob Aitken

                                                                                   Roof Plan                                                                                                                        Lot 23 Marcus Dunes Court
                                                                                        1:100                                                                                                                       Castaways Beach

                                                                                                                                                                                                                        LOT NO.                                         23
                                                                                                                                                                                                                        PLAN NO.                              SP111721
                                                                                                                                                                                                                        DRAWN                                      MD
                                                                                                                                                                                                                        SCALE (A2)
                                                                                                                                                                                                                        PROJECT NO.
                                                                                                                                                                                                                        1512-03
                                                                                                                                                                                                                        DRAWING NO.
                                                                                                                                                                                                                        1.5