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231587 - 8 Ravenwood Dr Noosa Heads - Alterations and Additions to Dwelling - Archs · EXE23/0015

Attached to the e-mail Exemption Certificate Request - 8 Ravenwood Dr Noosa Heads.

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Original PDF page 14, section 1. The text section number identifies this passage in the reader.

                                                                                                                                                                                                                                                                                                                                           NOTES:
                                                                                                                                                                                                                                                                                                                                           1.   ALL GROUND LEVELS ARE APPROXIMATE ONLY.

                                                                                                                                                                                                                                                                                                                                           2.   ALL STAIRS ARE TO HAVE 190mm MAX. RISERS
                                                                                                                                                                                                                                                                                                                                                AND 250mm MIN. GOINGS

                                                                                                                                                                                                                                                                                                                                           3.   PROVIDE SILL AND JAMB FLASHING TO ALL WINDOWS
                                                                                                                                                                                                                                                                                                                                                AND DOORS TO MANUFACTURER'S SPECIFICATION

                                                                                                                                                                                                                                                                                                                                           4.   ALL WORKS ARE TO BE CONSTRUCTED IN ACCORDANCE
                                                                                                                                                                                                                                                                                                                                                WITH THE CURRENT NCC AND IT'S AMENDMENTS,
                                                                                                                                                                                                                                                                                                                                                LOCAL AUTHORITIES AND IN ACCORDANCE TO
                                                                                                                                                                                                                                                                                                                                                RELEVANT TRADE AND TECHNICAL MANUALS

                                                                                                                                                                                                                                                                                                                                           5.   ROOF BRACING TO BE IN ACCORDANCE WITH
                                                                                                                                                                                                                                                                                                                                                MANUFACTURER'S/ENGINEER'S SPECIFICATION



                                                                                                                                                               ROOF TRUSSES & BRACING                                      TIMBER FLOOR FRAMING TO
                                                                                                                                                               TO MANUFACTURER'S SPEC.                                     STRUCTURAL ENGINEER'S SPEC.




                                                                                                                                                                                                                                                                         SIDE BOUNDARY LINE
                                                                                                                                                                                                                                     15.0°


                                                                                                                                                                                                                                                                                                                     TRUSS UPSTAND




                                                                                                                                                                                                                                                                                                    50
                                                                                                                                                                                                                                                                                                                    (15° ROOF ONLY)
                                                                                           OPENING HEAD HEIGHT
                                                                FLOOR TO CEILING
                                     WALL TOP PLATE




                                                                                                                                                                                                                                                                                                                  WALL TOP PLATE
                                                                 (EXCEPT STUDY)




                                                                                                                 EXISTING BOX GUTTER
                                       (TYPICAL)




                                                                                                                                                                                                                                                                                                                    (TYPICAL)
                                                                                                                                                                                  HIS                  BED 1           ENS 1
                       2,750




                                                                                                                                                                                                                                                                                                    2,750
                                                        2,700




                                                                                                                 OUTLET TO REMAIN
                                                                                   2,400




                                                                                                                                                                            STEEL BEARER TO
          STRUCTURAL                                                                                                                                                        STRUCTURAL ENG. SPEC.
                                                                                                                                                                                                                                                                                                                           STRUCTURAL
        FLOORING LEVEL                                                                                                                                                                                                                                                                                                   FLOORING LEVEL
        RL 5.830 (MIN.)                                                                                                                                                                                                                                                                                                  RL 5.830 (MIN.)
                                                                 FLOOR FINISH
        RL 5.850 (MAX.)
                                                        20




                                                                   (APPROX.)
                                                                                                                                                                                                                                                         NEW BLOCKWORK                                                   RL 5.850 (MAX.)
                                                                                                                                                                                                                                                         TO ENG. SPEC.
                                     STRUCTURAL FLOOR




                                                                                                                                                                                                                                                                                                                  STRUCTURAL FLOOR
                       3,370/3,390




                                                                                                                                                                                                                                                                                                    3,370/3,390
                                                                FLOOR TO CEILING
                                        DIMENSION




                                                                                                                                                                                                                                                                                                                     DIMENSION
                                                                                           OPENING HEAD HEIGHT




                                                                                                                                                                LOUNGE                              KITCHEN                           WC
                                                                    (MIN..)
                                                        2,700


                                                                                   2,100




         STRUCTURAL                                                                                                                                                                                                                                                                                                     STRUCTURAL
          SLAB LEVEL                                                                                                                                                                                                                                                                                                     SLAB LEVEL
           RL 2.460                                              FLOOR FINISH                                                                                                                                                                                                                                             RL 2.460
                                                        20




                                                                   (APPROX.)


                                                                                                                                                                                                                               DROPPED CEILINGS
                                                                                                                                                                                                                               FRAMED BY BUILDER
                                                                                                                                            CROSS SECTION C - C




                                                                                                                                                                                                                                                                                                                                                                 FOR QUOTING



                                                                                                                                              BRIGHT
                                                                                                                                                                                     MARK TEUNON                            CLIENT                                                            PROJECT

                                                          BAR SCALE                                                                                                                  m. 0402 750 622                        HUGH & JO ENGLISH                                                 PROPOSED EXTENSIONS                                     JOB No:      22.006
                                                                                                                                                                                     e. [email protected]    SITE ADDRESS                                                      DRAWING                                                 issued:      31.12.22        DRAWING No:
0   1    2             3                            4                       5                                                          10
                                                                                                                                             BUILDING DESIGN                         QBCC Lic. No. 1271669                  No. 8 RAVENWOOD DRIVE                                             PROPOSED SECTIONS C                                     drawn:       MJT
                                                                                                                                                                                                                                                                                                                                                                                          14
                                                                                                                                            CUSTOM DESIGN & QUALITY DRAFTING         ABN: 73 072 707 632                    NOOSA HEADS                                                                                                               scale:       1:100 (A3)

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