Amended Architectural Plans (2) · MCU25/0025.01

                                             EXISTING BEARER
                BOLTS (REF. ENG. SPEC.)                                        BOLT (REF. ENG. SPEC.)




                                         PLATE (REF. ENG. SPEC.)

                                                                                                                                                                                                                                                       SHS POST

                                                                                                                                                                                          GROUND LEVEL
                     1         TYPICAL SHS POST TO BEARER
                               NOT TO SCALE




                                                                                                                                                                                                 REF. ENG. SPEC. FOR DEPTH
                                         FRAMING ANCHOR (REF. ENG. SPEC.)                                                                                                                                                                               MS CAP PLATE



                                        JOIST


                                            BEARER                                                                                                                                                                             REF. ENG. SPEC.


                                            SHS COLUMN
                                                                                                                                                                                                     4                       TYP. BORED PIER
                                                                                                                                                                                                                             N.T.S.

                      2        TYPICAL JOIST TO BEARER DETAIL
                               NOT TO SCALE


                                                                                                                                                                                     NOTE:
                                                                                                                                                                                     The structural drawings are indicative only and require to be
                                                                                                                                                                                     confirmed with structural engineer prior to work. AM20 Design does
                                                                                                                                                                                     not accept any responsibility for the structural components and their
                                                                                     SHS COLUMN                                                                                      designs for the proposed dwelling. Structure Engineer's drawings
                                                                                                                                                                                     take precedence over AM20 Design drawings and documents.
                               BEARER



                                                                                         BEARER



                               ANGLE BRACKET (REF. ENG. SPEC.)                           ANGLE BRACKET (REF. ENG. SPEC.)
                                                                                                                                                                                    REFER TO APPROVED ENGINEERING DRAWINGS
                                                                                                                                                                                    FOR ALL TIMBER SIZES, BRACING & TIE-DOWN
                                                                                                                                                                                    REQUIREMENTS
                      3        TYPICAL CONTINUOUS SHS POST TO BEARER
                               NOT TO SCALE




REV          DESCRIPTION                   DATE       DRN. APPRVD. WARNING NOTICE:                                   COPYRIGHT AND REPRODUCTION                                                                                      Project Address                   Client
 A    ISSUED FOR DESIGN APPROVAL         05.08.2024    MP    AM    1. Engineer's and or Manufacturer's               1. This document is Confidential and remains the
                                                                                                                        property of AM20 Design. Accordingly, copies of this
                                                                                                                                                                                                                                                                                 K & J CHADBURNE
 B         REVISED SITE PLAN             14.10.2024    MP        AM
                                                                            Designs & Specifications to take
                                                                            precedence over this document.              document must not be distributed to third parties                                                             PROPOSED DWELLING AT             Sheet
                                                                         2. All contractors to confirm all levels,      without their prior written consent.
C          REVISED SITE PLAN             06.02.2025    MP        AM         angles and dimensions on site
                                                                            before commencing work.
                                                                                                                     2. A third party receiving a copy of this document should
                                                                                                                        not place any reliance upon it and AM20 Design.
                                                                                                                                                                                                                                      711 LOUIS BAZZO ROAD                                DETAILS
                                                                                                                        disclaims all responsibility and liability to such party.
                                                                         3. All construction to comply with the
                                                                            Building Code of Australia 2022          3. This document may not be altered mimicked or                                                                  COOTHARABA                       Project            Drawing             Revision
                                                                            and current Australian Standards.           reproduced without written approval from AM20
                                                                         4. Do not scale off drawings.                  Design.                                                                                                                                        Code      900217   No.       CHA-009              C