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Archiettcurals REV 22 - AMENDED

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        PEAK ROOF LEVEL
         31.560 SFL




                                                                                                                                                                                                                NORTH SIDE BOUNDARY
                                           SOUTH SIDE BOUNDARY




                                                                                                                                                                                                                                                  3000
                                                                                                                                                                   M.P.R                           SOUNDPROOFED WALL WITH
                                                                                                                                                                                                   HIGHT LEVEL INSULATION AND
                                                                                                                                                                                                   SOUNDCHECK LINING TO
                                                                                                                                                                                                   DIVIDE UNITS
        UPPER FLOOR LEVEL




                                                                                                                                                                                                                                                          6150
         27.150 SFL




                                                                                                                                                                                                                                                  450
                                                                                                                                                                                                                                           2700
                                                                                                ENTRY                                                                    ENTRY




                                                                                                                                                                                                                                                  4300
                                                                                                                GROUND LINE AS PER
                                                                                                                EXISING BUILDING PAD
        FIRST FLOOR LEVEL




                                                                                                                                                                                                                                           300
         24.000 SFL



                                                                                                         STORAGE                                        STORAGE
        GARAGE FLOOR LEVEL
         22.400 SFL
                                                                                                                                                                                                                                           AGG DRAIN, GRAVEL
                                                                                                                                                                                                                                           & WATERPROOFING
        NGL                                                                                                                                                                                                                                TO RETAINING WALL
         22.100 SFL                                                                                                                              REINFORCED CONCRETE
                                                                                                                                                 SLAB & FOOTINGS TO
                                                                                                                                                 STRUCTURAL ENGINEERS
                                                                                                                                                                                            1200                                                                                                             COLORBOND KLIP-LOK ROOF
                                                                                                                                                                                                                                                                                                             SHEETING @ 2° PITCH
                                                                                                                                                 DESIGN/SPECIFICATION                                                                      APPROX. SEWER LOCATION.
                                                                                                                        SECTION A
                                                                                                               1        1 : 100                  FOOTING PIERS TO
                                                                                                                                                                                                                                           1.2m FROM HOUSE SLAB                                              STRUCTURAL ROOF TRUSS
                                                                                                                                                                                                                                                                                                             SYSTEM TO ENGINEERS
                                                                                                                                                 UNDERSIDE OF SEWER                                                                                                                                          DESIGN/SPECIFICATION
                                                                        LYSAGHT KLIP-LOK ROOF                                                    INVERT LEVEL
                                                                        SHEETING @ 2° PITCH

PEAK ROOF LEVEL




                                                                                                                                                                                                                                                                                                                                                     REAR BOUNDARY
 31.560 SFL




                                                                                                                                                                                                                                                                                                                                                                      810
                                                                 1410
                  GRANT STREET BOUNDARY




                                                                        STRUCTURAL ROOF TRUSS
                                                                        SYSTEM TO ENGINEERS
                                                                        DESIGN/SPECIFICATION




                                                                                                                                                                                                                                                                                                                                                                      3600
                                                                                                                                                                                                                                                                             W16
                                                                                                                             BED 1                  DRESS                         M.P.R
                                                                 3000




                                                                                                                                                                                                                       W13
                                                                                                                                                                                                                                                  KITCHEN                    LIVING
                                                                        STRUCTURAL FLOOR
                                                                        SYSTEM TO ENGINEERS
                                                                        DESIGN/SPECIFICATION
UPPER FLOOR LEVEL
 27.150 SFL
                                                                 450




                                                                                                                                                                                                                                      W1                            W2             W3
                                                                                                                                                                                            D3




                                                                                                                                                                                                                                                                                                                                              2700
                                                                                                                                                                                           ENTRY                                                  RUMPUS                     BED 2                           GROUND LINE AS PER
                                                                                                                                                                                                                                                                                                             EXISITNG BUILDING PAD
                                                                 4300




FIRST FLOOR LEVEL




                                                                                                                                                                                                                                                                                                                                              300
 24.000 SFL                                                                                                                                                                                                                                                                                                  AGG DRAINAGE, GRAVEL
                                                                                                                                                                                                                                                                                                             & WATERPROOFING TO
                                                                                                                                       DOUBLE GARAGE                                                                                                                                                         RETAINING WALL




                                                                                                                                                                                                                                                                                                                                              1600
                                                                                                                                                                                                                AGG DRAINAGE, GRAVEL                                                                         REINFORCED CONCRETE SLAB &
GARAGE FLOOR LEVEL                                                                                                                                                                                              & WATERPROOFING TO                                                                           FOOTINGS TO STRUCTURAL
 22.400 SFL
                                                                                                                                                                                                                RETAINING WALL                                                                               ENGINEERS DESIGN/SPECIFICATION

NGL
 22.100 SFL
                                                                                                                                                                                                                                                                 SECTION B
                                                                        REINFORCED CONCRETE SLAB &
                                                                                                                                                                                                                                                   2             1 : 100
                                                                        FOOTINGS TO STRUCTURAL
                                                                        ENGINEERS DESIGN/SPECIFICATION
                                                                                                                                                                                                                                                                                                  PRELIMINARY DRAWING - NOT FOR CONSTRUCTION
                                                                                                          Disclaimer:                         Revision Notes:             Drawn By: EK     Checked by: TG Dwg size: 1:100 @ A3 Proposed new residence for:                              Job No:      Drawing Status:
               H4 - PLAN DESIGN BUILD                                                 © COPYRIGHT                                                                                                                                                                                                                                                    Revision:               22
                                                                                               The information in these drawings pertaining to Rev. Date      Amendment notes:
                                                                                                                                                                                                                                                                                        H4N016GRAN FOR APPROVALS
                                                                                               dimensions, heights & details are for information 15 18/08/18 DA APPLICATION - REVIEW
                                                                                                                                                                                                                                                         CANDIDA INVESTMENTS
         Head office:                     P 1300 293 029          All plans are copyright and  only and not be relied upon. Specific dimensions, 16 22/08/18 WORKING DRAWINGS
                                                                                                                                                                                                           JR Concept Design                                                                                                                         Date:           04/11/20
         LG5, 77 Oxford St                E: [email protected] remain the property of H4    heights & details are subject to change during     17 31/01/19 FLOOR PLANS
         Bulimba, Qld, 4171               W: www.h4living.com.au Living Pty Ltd and may not be construction. Changes can occour due to
                                                                                                                                                                                                           Signature of Owner:                           Site Location:                              Drawing title:                                      Drawing number:
                                                                                                                                                  17 13/02/19 PRELIM WORKING DRAWINGS
         Postal Address:                                          reproduced, copied, used or multiple factors including but not limited to;
         PO Box 316,                      QBCC: 150 14 144
                                          ABN: 36 159 311 921
                                                                  altered without the written  service clearances, joint & construction detailing
                                                                                                                                                  18 09/09/19 DA REVIEW - REVISED FACADE
                                                                                                                                                  22 29/10/20 BA SET ISSUED
                                                                                                                                                                                                                                                         16 GRANT STREET, NOOSA                      SECTIONS                                                        400
         Bulimba Qld, 4171                                        permission of H4 Living      & material changes
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