Architecturals 29.03.23

                                                                                                                                                                                                                                                                                                                                                                                                         TO SCALE ON A2




     REFERENCE CODES                                             BRANDING OF STRUCTURAL PLYWOOD
       ALL CONSTRUCTION TO BE IN ACCORDANCE WITH THE              EACH SHEET OF STRUCTURAL GRADE PLYWOOD SHALL
       BUILDING ACT 1975 - 1991 AND ALL CODES REFERRED            HAVE THE FOLLOWING INFORMATION LEGIBLY AFFIXED
       THEREIN.                                                   THERON BY THE MANUFACTURER AT THE POINT OF
                                                                  MANUFACTURE AT LEAST ONCE:
                                                                  (A) THE MANUFACTURERS NAME OR REGISTERED
       PRELIMINARIES                                              MARK.
       ALL CONSTRUCTION METHODS, MATERIALS &                      (B) THE WORD 'STRUCTURAL' OR PRODUCT
       WORKMANSHIP MUST COMPLY WITH THE BUILDING ACT              DESCRIPTION.
       & SUBSEQUENT AMENDMENTS AND ALL AUST. STD's                (C) REFERENCE TO THE STANDARD, ie., AS/NZ 2269.                                                                                                                                                                                                                               HANGING RAIL             FIXED UPPER SHELF
       REFERRED THEREIN.                                          (D) THE GRADE OF OUTER PLIES (FACE FIRST, BACK
       IT IS THE BUILDERS RESPONSIBILITY TO VERIFY THE            LAST), eg., CC, CD OR DD. WHERE NON-STANDARD                             PLASTERBOARD                          UNDERSIDE OF
       CONTENTS OF THIS DOCUMENT BEFORE                           VENEER GRADES ARE USED AS PERMITTED IN CLAUSE                            LINING TO CEILING                     TRUSS
       CONSTRUCTION IS COMMENCED.                                 3.4.1(c), BRANDING SHALL INCLUDE A DESCRIPTOR THAT
       WRITTEN MEASUREMENTS ARE TO THE FACE OF                    NON-STANDARD VENEER QUALITY HAS BEEN USED IN
       TIMBER FRAMING OR THE BRICKWORK & ARE TO TAKE              THE PLYWOOD ASSEMBLY.
       PRECEDENCE OVER SCALED MEASUREMENTS.                       THIS REQUIREMENT MAY BE MET BY REFERENCE TO A
       ALL LEVELS ARE TO BE VERIFIED ON SITE.                     PRODUCT NAME OR DESCRIPTION THAT REFERENCES                                                                                                                                                                                         300-450
                                                                  THE NON-STANDARD VENEER QUALITY IN THAT
       CONCRETOR                                                  PRODUCTS SPECIFIC MANUFACTURING SPECIFICATION.
                                                                  (E) THE BOND TYPE OF THE GLUE LINE, i.e., A BOND




                                                                                                                                                                                                                                                       370
       ALL CONCRETE SHALL COMPLY WITH AS:3600.
       FOOTINGS AND SLABS SHALL COMPLY WITH AS:2870 -             (F) AN INDICATION OF THE STRESS GRADE OF THE
       1986.                                                      SHEET, e.g., F7




                                                                                                                                                                                                                                                                                                                   425
       WHERE LOCAL AUTHORITIES REQUIRE SOIL TESTS &               (G) THE PANEL CONSTRUCTION CODE e.g., 17-24-7                                                               BULKHEAD
       ENGINEERED FOOTING AND SLAB DETAILS, THE                   (H) IF IMMUNIZED OR PRESERVATIVE-TREATED,                                CORNICE




                                                                                                                                                                                                                                                       370
       ENGINEERS DETAILS TAKE PREFERENCE OVER DRAWN               BRANDING IN ACCORDANCE WITH AS/NZ 1604.3.
       DETAILS WITHIN THIS DOCUMENT.                                                                                                       PINE FRAME




                                                                                                                                                                                                                                                                                                                   425
                                                                 GIRDER TRUSS NOTE




                                                                                                                                                                                                                                                              1,890
                                                                                                                                                                                                                                                       370
       CARPENTER                                          ALL GIRDER TRUSSES TO BE SUPPORTED BY 3xMGP10
                                                                                                                                           PLASTERBOARD




                                                                                                                                                                                                                                                                                                                         1,716




                                                                                                                                                                                                                                                                                                                                                                                         1,716
       ALL TIMBER SIZES ARE THE MINIMUM REQUIRED UNDER    OR 2xMGP12 STUDS OF A SIZE COMMON TO THE WALL                                                                                 OVERHEAD
       THE CODES, WALLS ARE 2400mm UNLESS OTHERWISE       OR 2xMGP10 OF A SIZE COMMON TO THE WALL AT EACH
       NOTED.                                             SIDE OF AN OPENING IN ADDITION TO THE JAMB STUDS                                 CABINETMAKER TO                              CUPBOARD




                                                                                                                                                                                                                                                                                                                   425
       WC DOORS ARE TO BE SWUNG TO OPEN OUT OR BE         WHEN THE GIRDER TRUSS IS LOCATED OVER AN                                         SUPPLY 100mm INFILL




                                                                                                                                                                                                                                                       370
       FITTED WITH LIFT OF HINGES IF LESS THAN 1200M      OPENING WHICH DOES NOT EXCEED 2460mm IN WIDTH
       FROM PAN TO WALL.                                  UNLESS NOTED OTHERWISE ON THESE PLANS.
                                                                                                                                           PANEL
       TIMBER SIZES TO BE AS PER THE TIMBER SIZES TABLE   IF IN THE EVENT THAT THE GIRDER TRUSS LOCATIONS
       OF THE BRACING PLAN & THE TIE DOWN DETAILS         ARE ALTERED, THE BUILDER & OR THE TRUSS                                          CUPBOARD DOOR




                                                                                                                                                                                                                                                                                                                   441
                                                                                                                                                                                                                                                       410
       DETAILS TO BE AS PER THE TABLE ON THE BRACING      MANUFACTURER ARE TO INFORM THIS OFFICE SO THAT
       PLAN. ROOF TRUSSES TO BE AS PER ENGINEERED         AMENDED DRAWINGS CAN BE ISSUED.
       DESIGN BY AUTHORIZED MANUFACTURERS AND SHALL
       BE FIXED IN ACCORDANCE WITH THEIR DETAILS.
       TRUSSES TO BE BRACED STRICTLY IN ACCORDANCE               NOTES                                                                               KITCHEN BULKHEAD DETAIL SCALE: N.T.S.
       WITH THE MANUFACTURERS RECOMMENDATIONS.          - ALL TIMBER FRAMED WALLS TO WET AREA'S TO BE
                                                        LINED WITH F.C SHEET OR WR BOARD.
                                                                                                                                                                                                                       PANTRY SHELVING DETAIL (TYPICAL)                                        LINEN SHELVING DETAIL (TYPICAL)                     ROBE SINGLE HUNG DETAIL (TYPICAL)
                                                        - ALL HANDRAILS TO BE 1000mm MIN. ABOVE FINISHED
       OTHER TRADES                                     FLOOR (CARPET / TILES ETC.) AND WITH 125mm MAX.
       UNLESS OTHERWISE SPECIFIED:                      SPACING BETWEEN BALUSTRADING.
       THE WALLS SHALL BE SHEETED WITH 10mm GYPROCK     - DOORS TO W.C's TO HAVE LIFT OF HINGES FITTED IF
       AND 6mm VILLA BOARD TO THE WET AREA'S.           LESS THAN 1200mm CLEAR WIDTH FROM PAN TO WALL.
       CEILINGS TO BE SHEETED AS REQUIRED BY THE        - FIRST FLOOR TIMBER FLOORS TO HAVE AN APPROVED                                                                                                                  DISCLAIMER NOTE:
       MANUFACTURER & THE ROOF TRUSS CENTRES SEE




                                                                                                                                                                                                                                                                                                                                                                                                                                           C:\Olivet Design\1. HOMES IN DESIGN\STROUD HOMES\PROJECTS\2023\MAROOCHYDORE\LOT 2 #69 GRADYS LANE, KIN KIN - 2GRADYS\CADS\LOT 2 #69 GRADYS LANE NEW.pln
                                                        "WET AREA" FLOORING FIXED IN ACCORDANCE WITH THE                                                                                                                 The builder has identified that occasionally cabinetry layouts and
       THE MANUFACTURERS DETAILS.                       MANUFACTURERS SPECIFICATIONS.                                                                                                                                    plumbing locations are not achievable. Final cabinetry
       CEILING GYPROCK TO BE FIXED DIRECTLY TO THE      - ALL LAMINATED BEAMS TO HAVE FULL WIDTH BEARING
       UNDERSIDE OF THE ROOF TRUSS BOTTOM CORD AS                                                                                                                                                                        layout/designs & plumbing setout is subject to site measure and
                                                        AT EACH END.
       REQUIRED BY THE MANUFACTURER.                    - MASONARY CONSTRUCTION TO AS:3700.
                                                                                                                                                                                                                         final shop drawings completed by a suitably qualified contractor to
       ROOF SHEETING TO BE FIXED AS REQUIRED BY THE     - TERMITE PROTECTION TO BE IN ACCORDANCE WITH                                                                                                                    ensure that all works are carried out to meet relevant building
       MANUFACTURER TO METAL BATTENS.                   AS:3660 & SHALL BE AN APPROVED PROPRIETARY                                                                                                                       codes. The builder endeavours to provide an exact layout but this
       ROOF TILES TO BE FIXED AS REQUIRED BY THE        SYSTEM.                                                                                                                                                          is not always possible.
       MANUFACTURERS IN RELATION TO THE SPECIFIED       - ALUMINIUM SLIDING WINDOWS TO BE INSTALLED IN
       WIND RATING.                                     ACCORDANCE WITH AS:1288
       BRICKWORK SHALL BE STRAIGHT, PLUMB & LEVEL       - INSULATION TO THE EXTERNAL WALLS AND CEILINGS
       (WITHIN THE CODE FOR BRICKWORK) & HAVE VENEER    TO BE AS NOTED ON THESE PLANS
       TIES AT MAX. 600mm CENTRES BOTH HORIZONTALLY     - WRITTEN DIMENSIONS TO TAKE PRECEDENCE OVER
       AND VERTICALLY.                                  SCALED DIMENSIONS

     ROOFWATER / DRAINAGE NOTES
     - RAINFALL INTENSITY OF 250mm / hr WITH ARI OF 20           SITE NOTES
     YEARS (BRISBANE)                                            - PLATFORM IMMEDIATELY SURROUNDING THE
       AS PER PART 3.5.2 OF THE N.C.C., THE ROOF AREA PER        DWELLING TO FALL AWAY FROM THE DWELLING AT A
       DOWNPIPE IS CALCULATED USING THE STRAMIT QLD.             SLOPE OF 1 IN 20 MINIMUM OVER 1M TO A EARTH DRAIN
       QUAD EAVES GUTTER WITH AN EFFECTIVE CROSS-                AS INDICATED ON THE SITE PLAN.
       SECTIONAL AREA OF 8100sq.mm. ACHIEVING A MAX.             - THE SURFACE DRAIN TO DISCHARGE EVENLY WITHIN
       ACTUAL ROOF AREA PER DOWNPIPE OF 40m².                    THE SITE AND WITHOUT NUISANCE TO ADJOINING
       WHICH GIVES A MAX. PLAN AREA OF 49.8m² @ 5°, [email protected]°, 48.3m² @ 15°, 47.0m² @ 20°, 45.3m² @ 25° & USING     - MAX. 1000mm HIGH TIMBER RETAINING WALL WITH 65Ø-
       100 X 75mm DOWNPIPES.                                     AG PIPE (TO DISCHARGE TO STORMWATER LINE) &
     - AS PER PART 3.1.2 OF THE N.C.C. IN ACCORDANCE WITH        GRANULAR BACKFILL BEHIND & TO BE WHOLLY
       AS / NZ 3500.3.2, UPVC STORMWATER PIPELINES               CONTAINED WITHIN THE SITE, ONLY IF INDICATED ON
       HAVING A SMOOTH (NON-PROFILED) INTERNAL BORE              THE SITE PLAN.
       WITH A FALL OF 1:100 MIN. & A NOMINAL DIAMETER OF         - HEIGHT OF FENCE INCLUDING THE HEIGHT OF THE
       100mm ACHIEVES A HYDRAULIC CAPACITY OF 8L/s,              RETAINING WALLS ARE NOT TO EXCEED 2000mm ABOVE
       GIVING A MAX. ACTUAL ROOF AREA OF 114.7m² OR A            NATURAL GROUND LEVEL, ONLY IF INDICATED ON THE
       MAX. PLAN AREA OF 110.2m² @ 5°, 105.2m² @ 10°, 101.0m²    SITE PLAN.
       @ 15°, 97.2m² @ 20°, 93.2m² @ 25° PER STORMWATER          - DRIVEWAY SLOPE NOT TO EXCEED 1:4 OR AS PER
       PIPE.                                                     LOCAL COUNCIL REQUIREMENTS, SEE SITE PLAN FOR
                                                                 SECTIONAL VIEW OF DRIVEWAY ON SLOPING SITES.
                                                                 - DRVEWAY AND FOOTPATH CROSS OVER BY OWNER.


     Copyright No ce: All house plans produced by the builder                    Notes:                                                                            Madden Developments Pty Ltd         Client                                           Drawing name:
                                                                                                                                                                                                                                                                                                                                 REVISION      CONSTRUCTION PLAN SET                             Wind class: Flood level:   Scale:
     and the informa on contained within these documents are the exclusive
     property of the builder. These house plans cannot be copied
                                                                                      UPGRADE ITEMS SHOWN IN RED                                                       ABN: 52 169 872 486
                                                                                                                                                                      QBSA Lic No: 1284666
                                                                                                                                                                                                       Katie Baker                                      Notes & Joinery Details                                                  CONSTRUCTION PLAN SET 29/03/23                                  N3 TBC        TBC                   @A3
                                                                                                                                                                                                                                                                                                                                                                                                                                     @A2
     or reproduced, in part or in whole in any form or by any method without       Dimensions shall not be obtained by scaling. All                                                                    Project                                          Project status:                                                                                                                          Soil class:   BAL:
                                                                                                                                                                                                       LOT 2 #69 GRADYS LANE, KIN KIN                                                                                                                                                            TBC           TBC
                                                                                dimensions are in millimeters unless noted otherwise.                          107 Sugar Road Maroochydore QLD 4558,
                                                                                                                                                                                                                                                                                                                   N
     the express wri en consent of the builder. The house plans
     provided by the builder are only to be constructed by Stroud Homes.        Setout dimensions shall be verified on site prior to any                                 Phone: 07 5444 2521
                                                                                                                                                                                                                                                        CONSTRUCTION                                                                                                                                                           A0.13
                                                                                work being carried out. Any problems shall be directed                          Email: [email protected]
                                                                                                                                                                                                       QLD 4571                                         Design: MONTEGO 287                    Proj. No. 2GRADYS
                                                                                                                                                                                                                                                                                                                                                                                                 Plot date:
GSPublisherVersion 0.75.100.100
                                                                                      to the builder for clarification & correction                                                                                                                                                                                                                                                              29/03/2023