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Att1 - Building Design Plans_Amnd

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Original PDF page 12, section 1. The text section number identifies this passage in the reader.

                                                                                                                                                                               1                    2                                                                                                    3                       4
                                                                                                                                                                                         1,800                                                           10,400                                                     1,800


                                                                                                                                                                                                 ENCLOSED DUTCH GABLE END
                                                                                                                                                                                                   FC-L WITH FEATURE BATTEN                                                   C-ORB @30° ROOF PITCH
                                                                                                                                                                                                    TRIM TO BUILDERS DETAILS
                                                                                                                                                                                                                        BAR
                                                                                                                                                               CAP-R                                  C-ORB @30° ROOF PITCH                                                                                      CAP-R


                                                                                                                                                                BAR
                                                                                                                                                                                                                                                                                                                 CAP-B
                                                                                                                                                               CAP-B

                                                                                                                                     C-ORB @30° ROOF PITCH                               CAP-R



                                                                                                                                                                                                                                                                                          GUT+FAS
     CEILING HEIGHT 3.000                                                                                                                                                                                                                                                                                                                                                              CEILING HEIGHT 3.000




                                                                                                                                                                                                                                   600
                                                                                                                                                                                                                                                          W-23




                                                                                                                                                                                                                                                                                                                                      DP X2
                                                                                                                                                                                                                                                                  DP X2
                                                                                                                                                                                                                DP X2
                                                                                                                                                                           DP X2
                                                                                                                                                       DP X2
                                                                                                                                                                  PST              PST                                                           PST                                                                            PST




                                                                                                                                                                                                                                                                                                                                                                   3,000
                                             3,000




                                                                                                                                                                                                                                                                                                                    2,400
                                                                                                                                                                                                                                   2,400
                                        (NOM)




                                                                                                                                                                                                                         CL                                                                  CL              D-12
                                         3,850




                                                                                                                                                                                                                                               W-24       D-16            CLOTHES LINE

                                                                                                   RL 147.300 (NOM)                                                                                                                                                                                                                           GAS
                                                                                                                                                                                                                                                                                             AC
     MAIN SLAB R.L. 146.950 (NOM)                                                                            PF-R                                                                                                                          F                                                                                                                               MAIN SLAB R.L. 146.950 (NOM)
                                                                                                                      (MIN)
                                                                                                                      1,200
                                                                  BAL-G




                                                                                                                                                                                                        AGG
                                              (NOM)




                                                                                                                                                                                                                                                                                             AC
                                               850




                                                                                       RN-L                                                                        RN-L                                 RN-L                                              AGG                 RN-L                               AGG
     POOL DECK R.L. 146.100 (NOM)                    RL 145.900 (NOM)
                                                                                                                                        AGG
                                                                                                                                                                                                                                                                                                                                                        FINISHED G.L.

         RAISED POOL SHELL TO ACT AS
                                                                          (NOM)
                                                                           1,400




     POOL FENCE - ENSURE COMPLIANCE                     RN-L                       EXISTING G.L.
      WITH POOL FENCING REGULATION
                                                                                   FINISHED G.L.




     02 Western Eleva on
                  1:100
                                                                                                                                                                               1                    2                                                                                                    3                       4




                                                                                                                                                                                                                                                                                                             0              1                 2                             5                                           10
                                                 Revision                                             Notes.                                                                                                                                           Project                            Client                                              Drawing                                 Date                          Author


           reitsma
                                                                                                      Figured dimensions only are to be taken from this drawing.             All works must comply with NCC, local authority and all             N     EDWARDS RESIDENCE                  J. + D. Edwards                                     Eleva on 02                             11/06/2024                  TEAM
                                                                                                      All dimensions, bearings, exis ng services, mandatory council          relevant geographical/wind category requirements. All
                                                                                                      restraints/requirements and proposed levels are to be checked and
                                                                                                      verified on site by builder/client prior to commencement of works.
                                                                                                                                                                             cut and fill ba ers are indica ve only and must be
                                                                                                                                                                             established and verified by builder/client in rela on to
                                                                                                                                                                                                                                                       LOT 13 (No. 146) FERRELLS                                                                                                      Scale                        Revision
                                                                                                                                                                                                                                                                                          Builder
                                                                                                      Any discrepancies must be communicated to the designer prior to        proposed slab and/or floor levels                                          ROAD                               Craig Bri en                                                                                                                  A
+61 493 062 182       13 Ridgewood Road.                                                              commencement of works. Please note, builder specifica ons and           These drawings are to be read in conjunc on with other
                                                                                                                                                                                                                                                       COOROY                                                                                 Stage                                   1:100
                               Caloundra                                                              signed contracts to take precedence over all Reitsma documenta on.     relevant consultants drawings and reports.                                                                                                                                                               Project Number          Sheet Number
[email protected]            QLD, 4551                                                                                                                                                                                                                                                                                                      DEVELOPMENT APPROVAL
www.reitsma.com.au              Australia
                                                                                                      © Reitsma+Associates Pty Ltd. A.T.F The Reitsma Family Trust ABN 62 631 178 013 - ACN 158 385 767
                                                                                                      QBCC Lic. No. 1234490 BDAQ Member
                                                                                                                                                                                                                                                       QLD      4563                      Ph: 0421 338 630                                    NOT SUITABLE FOR CONSTRUCTION           4661                       50 /94
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