221363 - 2 Kestrel Cres Peregian Beach - Construction of Dwelling, Swimming Pool & Fence - Stamped - Archs

                                                                                                                                                                                                                                                                                                                                                                                                                                                               ISSUE        DATE                                                           DESCRIPTION
                                                                                                                                                                                                                                                                                                                                                                                                                                                                A        20/09/23          ISSUE FOR BUILDING APPROVAL




                                                                   2                                                                                                                                                                                                                                                                                                                                               1
                                                                 A4010                                                                                                                                                                                                                                                  4
                                                                                                                                                                                                                                                                                                                      A4010



                                    1100




                                                                                                                                                                                        1000
                                                 1
                                                                                                                                                                                                                                                                                                                                                                                           T.O.W 23.790
                     50 50      1000 CLEAR                                                                                                          RL. 25.090             PAVING    LANDING      9              HANDRAIL TO                                                                                                                                                                                                                Ground Floor
                                       2                                                                                                                                                                           FUTURE                                                                                                                                                                                                                          RL.23.870
                                                                                                                                                                                                         8         DESIGN                                                                                                                                                                                                    LANDING




                                                                                                                                                                                                                                                                                                                                       300
                                                 3                                                                                                                                                                                                                                                                                 1                                                                          3   RL. 23.575 CRUSHED GRAVEL BASE




                                                                                                                                                                                                                                                                                        3 EQ TREADS
                                                                                                                                                                                                             7
                                                                                                                                           2




                                                                                                                                                                                                                                                                                                                                                                             3 EQ RISERS
       8 EQ GOINGS




                                                                                                                                                                                                                                                                                                                                                                                                          2
                                                                                                                                                                                                                 6




                                                                                                                                                                                                                                                                                  900




                                                                                                                                                                                                                                                                                                                                       300
                                                 4




                                                                                                                                                                                                                                                                                                                                                                       475
                                                                                                                                                                                                                                                                                                                                   2                                                          1




                                                                                                                                                                                                                                                      9 EQ RISERS
2000




                                                                                                                                                                                                                                                                                                                                                         LAWN
                                                                                                                                                                                                                       5
                                                                                                                                                                                                                                                                                                                                                       RL. 23.100




                                                                                                                                                                                                                                               1515
                                                 5




                                                                                                                                                                                                                                                                                                                                       300
                                                                                                                                                                                                                               4
                                                                                                                                                                                                                                                                                                                                   3
                                                 6
                                                                                                                                                                                               CONCRETE STAIRS
                                                                                                                                                                                                TO STRUCTURAL
                                                                                                                                                                                                                                   3
                                                                                                                                                                                                                                                                                                                                             1
                                                                                                                                                                                                  ENGINEERS                            2                                                                                    1100
                                                 7                                                                                         3                                                        DETAILS
                                                                                                                                                                                                                                           1

                                                                                                                                                                                                                                                                     RL. 23.575
                                                 8                                                                                                                                                                                             CRUSHED GRAVEL BASE




                                                 9 LANDING




                                                                                                                                                                 STAIR 2 - SECTION                                                                                                                    STAIR 3 - PLAN                                            STAIR 3 - SECTION
                                             STAIR 2 - PLAN                                                                                             2                                                                                                                               3                                                            4
                                1            Scale: 1 : 25
                                                                                                                                                                 Scale: 1 : 25                                                                                                                        Scale: 1 : 25                                             Scale: 1 : 25




                                                                                                                    6
                                                                                                                  A4010



                                                                                            3075
                                                                                                                                                                                                                                                                                                                                                                                                                            250
                                                                                                                                                                                                                                                                                                                                                                                                                                250
                                                                                                                                                                                                                                                                                                                                                                  -
                                                                                                                                                        300




                                                                                                                                                                                                                                                                                                                                                                 ---
                                                                                                                                   1
                                                                                                                                                        300




                                                                                                                                   2
                                                                                                                                                                       5 EQ GOINGS




                                                                                                                                                                                                                                                                                                                                                                                                                    2

                                                                                                                                                                                                                                                                                                                                                                                                                           1
                                                                                                                                                               1500
                                                                                                                                                        300




                                                                                                                                   3
                                                                                                                                                                                                                                                                                                                                                                                                                                                                CLIENT:
                                                                                                                                                        300




                                                                                                                                   4                                                                                                                                                                                                                                                                                                                                ANDREW + ANDREA MACLAREN




                                                                                                                                                                                                                                                                                                                                                                                                                                        9
                                                                                                                                                                                                                                                                                                                                                                                                                                     121
                                                                                                                                                        300




                                                                                                                                   5
                                                                                                                                                                                                                        1
                                                                                                                  LANDING          6                                                                                                                                                                                                                                                                                                                            PROJECT:


                                                                                                                                                                                                                                                                                                                                                                                                                                                                    CNR KESTREL CRES & LORILET ST
                         STAIR 4 - PLAN
                     5                                                                                                                                                                                                                                                                                                                               STAIR 5 - PLAN
                         Scale: 1 : 25                                                                                                                                                                                                                                                                                                           7   Scale: 1 : 25
                                                                                                                                                                                                                                                                                                                                                                                                                                                                ARCHITECT:


                                                                                                                                   1
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                     M. 0475 030 630
                                                                                                                                           LANDING
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                     W. honghenwood.com
                                                                                                                                                              Ground Floor                                                                                                                                                                                                                                                                                                                                                           E. [email protected]
                                                                                                                                       6   RL. 23.790
                                                                                                                                                                      RL.23.870                                                                                                                                                                                                                                                                                                                                                      ABN No. 12822847278
                                                                                                                               5
                                             TO AVOID NEED FOR




                                                                                                                      LL
                                                                                                                   WA      4
                                                                              6 EQ RISERS




                                                                                                                EN
                                                 HANDRAIL




                                                                                                               D
                                                                                                             AR
                                    MAX 1m




                                                                                                           DG      3                                                                                                                                                                                                                                                                                                                                            DRAWING TITLE:
                                                                                                      PE
                                                                       1000




                                                                                                   SLO
                                                                                                       2
                                                                                                 75




                                                                                                                                                                                                                                                                                                                                                                                                                                                                STAIR DETAILS - STAIR 2, 3, 4, 5
                                                                                             1

                                                                 RL. 22.790


                                                                                                                                                                                                                                                                                                                                                                                                                                                                NOTES:                                                                         NORTH:

                                                                                                                                                                                                                                                                                                                                                                                                                                                                1. Use only figured dimensions, do not scale drawings.
                                                                                                                                                                                                                                                                                                                                                                                                                                                                2. All discrepancies and omissions to be referred to Hong Henwood




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                 H
                                                                                                                                                                                                                                                                                                                                                                                                                                                                Design prior to construction.




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                               RT
                                                                                                                                                                                                                                                                                                                                                                                                                                                                3. Check all dimensions, Building Code of Australia, relevant codes




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                             NO
                                                                                                                                                                                                                                                                                                                                                                                                                                                                and council approvals.
                                                                                                                                                                                                                                                                                                                                                                                                                                                                4. This drawing is not for construction.
                                                                                                                                                                                                                                                                                                                                                                                                                                                                Copyright remains the property of Hong Henwood. Reproduction of the
                                                                                                                                                                                                                                                                                                                                                                                                                                                                whole or part of this document constitutes an infringement of copyright.
                                                                                                                                                                                                                                                                                                                                                                                                                                                                5. Nominated Architect: Karen Leech QLD 5795




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                        20/09/2023 4:39:45 PM
                         STAIR 4 - SECTION                                                                                                                                                                                                                                                                                                                                                                                                                      SCALE:                                                                         DATE:

                     6   Scale: 1 : 25
                                                                                                                                                                                                                                                                                                                                                                                                                                                                    1 : 25                            @ A1                                     11/08/23
                                                                                                                                                                                                                                                                                                                                                                                                                                                                DRAWN BY:                CHECKED BY:               PROJECT NO:                 DRAWING NO:     ISSUE:

                                                                                                                                                                                                                                                                                                                                                                                                                                                                       KL                       HH                   2216
                                                                                                                                                                                                                                                                                                                                                                                                                                                                CAD FILE:                                                                       A4010           A