35071 _MCU app WD_REVC 3.3.22

                                               3.0                                                                                           2.75
                                                  0
                                                                                                                                                                                                                                                  2.75
                                                                                                                                                                   3.00

                                         3.2
                                            5                                                                                                                   3.25                                                                                                     3.00
R.P. DESCRIPTION




                                                  0"
                                                21' 2
Lot 1 on R.P. 107647
Local Government : Noosa Shire Council
                                  3.5                                                                                                                    3.50


                                              2 80°
                                     0                                                                                                                                                                                                                                3.25
Locality : COOROIBAH
Area :      1.415 ha                     4m
                                      97.06                                                                                                             3.75
                               3.7                                                                                                                                                                                                                              3.50
                                  5

                                                                                                                                                                4.00                                                                                           3.75

                                          4.0
                                      0                                                                                                                                                                                                                               4.00
                                                                                                                                                                                                                                                                              ROOF BRACING
                                                                                                                                                        DP1                                                                                                                   Roof bracing to comply with
                                                                                                                                                                                                                                           4.25                               truss manufacturers specification.


                                                                                                                                                                                                      4.50                                                                    ROOF SHEETING




                                                                                                                                                                          5°
                                                                                                                                      4.25
                                                                                                                                                                                                                        DP1 (2)                                               Custom Orb

                                                                                                                                                       DP1
                                                                                                                                                                                                                                                                              GUTTERS
                                                                                                                                                                                                                                                                                          Colorbond Lysaght Quad 175
                                                                                                                                                                                                                                                   5.0
                                                                                                                  DP1                                                                                                                                  0                                  Colorbond Lysaght Half Round 150




                                                                                                                                                                                      5°
                                                                                                                                                                                           SHWS
                                                                                                                                                                          SS
                                                                                                                                                                                                                                                                             STORMWATER DRAINAGE
                                                                                                                                                                                                                                                                             1. DP1 - 150Ø to 100Ø reducer to 100Ø downpipes to
                                                                                              C
                                                Proposed AES Septic                                                              5°                                            4.                                                                                               stormwater pipes / rainwater tanks as illustrated.
                                                                                                                                                                                 75
                                                Approx. size and location                                                                                                                                                                                                       100mm min. cover. 1 in 100 min. fall.
                              5
                           4.2                                                                                                                                                                                                                                                  Downpipe diameter based on eaves gutters
                                                                                                              4.50                                                                                                                                                              with a gradient of 1:500 or steeper.

                                                                                                                                                                                                                           5.2                                               2. DP2 - 100Ø downpipes to stormwater pipes /
                                                                                                                                                                                                                              5                                                 rainwater tanks as illustrated.




                                                                                                                                                                                             5°
                                                                                                                  DP1                                                                                                                                                           100mm min. cover. 1 in 100 min. fall.
                                                                                                                                                                                                                                                                                Downpipe diameter based on eaves gutters
                                                                                                                                                                                                                                                                                with a gradient of 1:500 or steeper.

                                                                                                                                                                                                      DP2 (2)                                                                3. Stormwater pipes to overflow to
                                                                                                                                                                                                                                                                                approved rubble pit & overland flow path.
                                                                                                                                                                                                                                                                                Line to prevent scouring if required to
                                                                                                                                                                                                                                                                                approval of building certifier.

                                                                                                                                                                                                                                                                             4. All stormwater drainage shall be in accordance
                                                                                                                                                                                                                                                                                with A.S. 3500.3.
                                                                                                                                                                 5.0
                                                                                                                                                                     0                                                                                                       5. All stormwater drainage shall be in accordance
                                                                                                                                                                                                                                                                                with N.S.C. guidelines to minimise erosion
                                                                                                                                                                                                                                                                                and scouring. Stormwater flow other than
                                                                                           4.75                                                                                               5.
                                                                                                                                                                                                 50                                                                              natural overland flow shall not be discharged
                                                                                                                                                                                                                                                                                onto neighbouring property.
                                                                                                                                                                                                                5.
                                                                                                                                                                                                                   75
                                                                                                                                                                                                                                                                             6. Provide overflows to eaves gutters (rear flashing/
                                                                                                                                                                                           TO LAKEWAY DRIVE                                                                     gap to fascia) in accordance with AS 3500.3.
                                                                                                                                                                                                                                  6.
  4.50                                                                                                                                                                                                                              00                                       7. All stormwater drainage design is preliminary
                                                                                                                                                                                                                                                              6.
                                                                                                                                                                                                                                                                 25             and shall be confirmed by a licenced hydraulics
                                                                                                                                                                                                                                                                                designer.


                                                                                                                                                                                                                                                           SCHEDULE OF ABBREVIATIONS
                                                                                                  Existing Water Tank.                                                                                                                                      SS : 5.94kW PV Solar Power System installed to manufacturers
                                                                                                                                              SITE PLAN - ROOF DRAINAGE                                                                                           details.
                                                                                                                                             5.




                                                                                                  Approx. size and location
                                                                                                                                               25




                                                                                                                                                                                                                                                           SHWS : Roof top Solar Hot Water System installed to manufacturers
                                                                                                                                              Scale   1 : 200                                                                                                     details. Collector & Tank on roof.




                                               AK B U I L D I N G D E S I G N
                                                                              Dean White & Vivienne Savill                                                                                                                                         Working Drawings REV C                                                   A3
                                                                                                                                                                                                                                         DATE:                          28/02/2022
                                                                                                                              © Copyright     2 Lakeway Dr.                                                                              DRAWING No:
                                              T. 07 5443 4200        E. [email protected]
                                              A. Suite 9/50 Aerodrome Rd Maroochydore
                                                                                              QBCC 1060583      ABN 95 621 039 731
                                                                                                  P.O. Box 116 Cotton Tree Qld 4558           Cooroibah                                                                                                    20138A / 202