Architectural Plans 07.12.21

     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.
       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
       CONTENTS OF THIS DOCUMENT BEFORE                                                      VENEER GRADES ARE USED AS PERMITTED IN CLAUSE
       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
                                                                                             THE NON-STANDARD VENEER QUALITY IN THAT
       CONCRETOR                                                                             PRODUCTS SPECIFIC MANUFACTURING SPECIFICATION.
       ALL CONCRETE SHALL COMPLY WITH AS:3600.                                               (E) THE BOND TYPE OF THE GLUE LINE, i.e., A BOND
       FOOTINGS AND SLABS SHALL COMPLY WITH AS:2870 -                                        (F) AN INDICATION OF THE STRESS GRADE OF THE
       1986.                                                                                 SHEET, e.g., F7
       WHERE LOCAL AUTHORITIES REQUIRE SOIL TESTS &                                          (G) THE PANEL CONSTRUCTION CODE e.g., 17-24-7
       ENGINEERED FOOTING AND SLAB DETAILS, THE                                              (H) IF IMMUNIZED OR PRESERVATIVE-TREATED,
       ENGINEERS DETAILS TAKE PREFERENCE OVER DRAWN                                          BRANDING IN ACCORDANCE WITH AS/NZ 1604.3.
       DETAILS WITHIN THIS DOCUMENT.
                                                                                           GIRDER TRUSS NOTE
       CARPENTER                                          ALL GIRDER TRUSSES TO BE SUPPORTED BY 3xMGP10
       ALL TIMBER SIZES ARE THE MINIMUM REQUIRED UNDER    OR 2xMGP12 STUDS OF A SIZE COMMON TO THE WALL
       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
       WC DOORS ARE TO BE SWUNG TO OPEN OUT OR BE         WHEN THE GIRDER TRUSS IS LOCATED OVER AN
       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.
       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
       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
       WITH THE MANUFACTURERS RECOMMENDATIONS.          - ALL TIMBER FRAMED WALLS TO WET AREA'S TO BE
                                                        LINED WITH F.C SHEET OR WR BOARD.
                                                        - 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
       MANUFACTURER & THE ROOF TRUSS CENTRES SEE        "WET AREA" FLOORING FIXED IN ACCORDANCE WITH THE
       THE MANUFACTURERS DETAILS.                       MANUFACTURERS SPECIFICATIONS.
       CEILING GYPROCK TO BE FIXED DIRECTLY TO THE      - ALL LAMINATED BEAMS TO HAVE FULL WIDTH BEARING
       UNDERSIDE OF THE ROOF TRUSS BOTTOM CORD AS       AT EACH END.
       REQUIRED BY THE MANUFACTURER.                    - MASONARY CONSTRUCTION TO AS:3700.
       ROOF SHEETING TO BE FIXED AS REQUIRED BY THE     - TERMITE PROTECTION TO BE IN ACCORDANCE WITH
       MANUFACTURER TO METAL BATTENS.                   AS:3660 & SHALL BE AN APPROVED PROPRIETARY
       ROOF TILES TO BE FIXED AS REQUIRED BY THE        SYSTEM.
       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




                                                                                                                                                                                                                                                                                                                                            D:\Olivet Design\1. HOMES IN DESIGN\STROUD HOMES\PROJECTS\2021\LOT 6 #39 GILSONS ROAD, COOTHARABA - 6GIL\CADS\LOT 6 #39 GILSONS ROAD.pln
       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                                                                                                        GENERAL NOTES:
       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.
                                                                                                                                                                                                                                                      1. ALL BUILDING WORKS TO BE IN COMPLIANCE WITH THE N.C.C. 2016.
       @ 15°, 97.2m² @ 20°, 93.2m² @ 25° PER STORMWATER                                    - DRIVEWAY SLOPE NOT TO EXCEED 1:4 OR AS PER                                                                                                               2. THESE DRAWINGS ARE TO BE READ IN CONJUNCTION WITH
       PIPE.                                                                               LOCAL COUNCIL REQUIREMENTS, SEE SITE PLAN FOR                                                                                                                 STRUCTURAL AND CIVIL ENGINEERING, DRAWING AND TRUSS LAYOUTS.
                                                                                           SECTIONAL VIEW OF DRIVEWAY ON SLOPING SITES.
                                                                                           - DRVEWAY AND FOOTPATH CROSS OVER BY OWNER.                                                                                                                3. THESE PLANS HAVE BEEN PREPARED FOR THE EXCLUSIVE USE OF
                                                                                                                                                                                                                                                         TRANSPIRE CONSTRUCTIONS AND FOR THE PURPOSE EXPRESSLY
                                                                                                                                                                                                                                                         NOTIFIED BY THE AUTHOR. NO OTHER PERSON MAY USE THESE PLANS.

  Copyright Notice: All house plans produced by the builder/designer Notes:                                                                                                                                                                                 N
                                                                                                                                                                                          Client                    Drawing name:                                                                     Wind class: Flood level:   Scale:
                                                                                                                                                      Madden Developments Pty Ltd                                                                               REVISION      CONSTRUCTION PLAN SET
  and the information contained within these documents are the exclusive
  property of the builder/designer. These house plans cannot be copied
                                                                                UPGRADE ITEMS SHOWN IN RED                                                ABN: 52 169 872 486
                                                                                                                                                         QBSA Lic No: 1284666
                                                                                                                                                                                          Joel McInnes              Notes Page                                  CONSTRUCTION PLAN SET 07/12/21        N3 TBC        TBC          @A3
                                                                             Dimensions shall not be obtained by scaling. All                                                             Project                   Project status:                                                                   Soil class:   BAL:
  or reproduced, in part or in whole in any form or by any method without
  the express written consent of the builder/designer. The house plans dimensions are in millimeters unless noted otherwise.                                                              LOT 6 #39 GILSONS ROAD,   CONSTRUTION                                                                       TBC           TBC
                                                                          Setout dimensions shall be verified on site prior to any
  provided by the builder/designer are provided to the customer with a work
                                                                                                                                                  107 Sugar Road Maroochydore QLD 4558,
                                                                                                                                                            Phone: 07 5444 2521           COOTHARABA, QLD 4565                                                                                        Plot date:                    A0.13
  limited license to construct one home only.
                                                                               being carried out. Any problems shall be directed                   Email: [email protected]                                Design: MINI TEGO 78   Proj. No. 6GIL
                                                                                to the builder for clarification & correction                                                                                                                                                                         7/12/2021
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