RFI - Design Drawings

                                                                                                                                          UNDARY
                                                                                                                                 UTHERN BO
                                                                                                                 UND   LINE AT SO
                                                                                                          RAL GRO
                                                                                          8M AB   OVE NATU


                                                                                      8M ABOVE GROUND LINE OF SITE CURRENTLY AT SOUTHERN BOUNDARY




                                                                                                                                                                      UNDARY
                                                                                                                                                             UTHERN BO
                                                                                                                                                   LINE AT SO
                                                                                                                                          GROUND
                                                                                                                                  NATURAL                                                                UNDARY
                                                                                                                                                                                     Y AT SO   UTHERN BO
                                                                                                                                                                            CURRENTL
                                                                                                                                                                E OF SITE
                                                                                                                                                      GROUND LIN




                                                                                      K1,2 & 3 SOUTHERN ELEVATION
                                                                                      SCALE: 1 : 100




8M ABOVE
           GROUND
                  LINE OF   SITE CURR
                                     ENTLY

  8M ABOVE
             NATURAL
                       GROUND
                              LINE
                                     BOUNDARY




                                                                                                                                                                                 BOUNDARY
                                                 2000




                                                                                                                                                                     2200
                                                GROUND LI
                                                          NE OF   SITE CURR
                                                                           ENTL   Y
                                                NATURAL
                                                        GROUND
                                                               LINE




                                                                                      K1,2 & 3 NORTHERN ELEVATION
                                                                                      SCALE: 1 : 100




                                                                                                                                                                                                                  CLIENT: Mark Bain                        PROJECT: NOOSA VILLAS
                   www.chriscloutdesign.com.au                                                                                    GENERAL NOTES:
                                                                                                                                  Use written dimensions only. DO NOT scale drawings. Contractors                 SITE ADDRESS: 10 Natasha Avenue & 24 Katharina St, Noosa Heads QLD 4567
                   A: OFFICE 1/20 DUKE STREET,                                                                                    to verify all dimensions on site prior to commencing works. Site
                      SUNSHINE BEACH, QLD 4567,                                                                                   location in accordance with engineers details. These drawings are to            DRAWING TITLE: K1,2 & 3 ELEVATIONS
                                                                                                                                  be read in conjunction with engineers design and details, the
                   E: [email protected]                                                                                                                                                                DATE: 30-03-22 SCALE: 1 : 100   @ A2 DRAWN BY: C.CLOUT
                   P: (07) 54748 107 BSA LICENCE: 1127508
                                                                                                                                  accompanying building specification and schedule of finishes. If in
                                                                                                                                  doubt, please request clarification. DO NOT ASSUME.                             ISSUE: PRELIMINARY CONCEPT
                                                                                                                                                                                                                                                                                C1.2