20180090 - Revised Drawings - Received 06-03-2018 · 51988.2815.02

    NOTES:

    All work to conform with Part MP 4.2 of the                                                                                                                                                                                                                                NOTES
    Queensland Development Code (QDC) (Water                                                                                                                                                                                                                                   1.         Materials and workmanship shall be in
                                                                                                                                                                                                           46m²
    Saving Targets).                                                                                                               RL 2.414 m                                                                                                                                             accordance with A.S.1684.2-2010 and
                                                                                                                                                                                                           DP                                                                             relevant codes and by-laws.
    Roof stormwater is to discharge to local




                                                                                                                                                                                                                        O/H
                                                                                                                                                                                                                  600
    government requirements and approval. Tank/s                                                                                                                                                                                                                               2.         Sizes of lintels by others & may require revision
    overflow and downpipes not connected to                                                                                                                                                                                                                                               if truss layout is altered.
    rainwater tank/s to discharge to interallotment
    drainage system/ to nominated discharge points                                                                                                                                                                                                                             3.         All steelwork including nuts, bolts, rods
    via bubbler system/ to discharge to street channel                                                                                                                                                                                                                                    to be hot dip galvanised or equivalent.
    system.




                                                                                                                                                                               2.0°




                                                                                                                                                                                                                              4800
                                                                                                                                                                                                                                                                               4.         All laminated timber to be installed in
    Based on assumed 5 minute rainfall intensity -                                                                                                                                                                                                                                        accordance with manufacturers
    258mm/h 20 years recurrence interval.                                                                                                                                   Skillion Roof                                                                                                 specification and treated to appropriate
                                                                                                                                                                            46m²
    Gutters & downpipes shall be in accordance with                                                                                                                                                                                                                                       exposure conditions.
    AS/NZS3500.5 domestic & Part 3.5.2, Vol 2 of the
    NCC.
                                                                                                                                                                                                                                                                                    VB1       200 x 50 F14 Hardwood
    All downpipes to be 90mm/100mm U-PVC.                                                                                          LINE OF




                                                                                                                                                                                                                              50
                                                                                                                                   WALL BELOW                                                                                                                                       R1        150 x 50 F14 Hardwood
    All gutters to be 150 Quad Gutters (8600mm² Cross
    section area).                                                                                                                                                                                                                                                                  TP1       Timber post 100x100 F14
    Falls to be in accordance with clause 3.5.2.4, Vol 2                                                                                                                              Lysaght Trimdek
    of the NCC.                                                                                                                                                                       Polycarbonate roof
                                                                                                                                                                                                                                                                               NOMINAL MINIMUM FIXINGS
                                                                                                                                                                                      sheeting
    •       Effective roof catchment area 46m²                                                                                                                                                                                                                                 (AS 1684.3)
    •       Roof catchment per downpipe 60m²
    •       Downpipes must not serve more than 12m of                                                                                                                       Existing Stair Roof                                                                                Use hot dipped galvanised, stainless steels or
            gutter length for each downpipe                                                                                                                                                                                                                                    monel metal nails in damp or weather exposed
    •       Total rainfall intensity 46m² X 258mm/60 = 198L/min                                                                                                              9404                                                                                              joints unless specified otherwise, use nominal fixings.
    •       Stormwater pipes - 100 dia. Laid at 1 in 100
            minimum grade.                                                                                                                                                                                                                                                     Machine driven nails:
                                                                                                                                                                                                                                                                               *  3.05ømm min for hardwood & cypress framing
    Downpipes are to be located where they will not
    create a hazard to building users nor impede window
    & door openings and the like. They are to be installed
                                                                                                                                                ROOF DRAINAGE PLAN                                                                                                             *
                                                                                                                                                                                                                                                                               *
                                                                                                                                                                                                                                                                                  3.33ømm min for softwood framing
                                                                                                                                                                                                                                                                                  Pastic polymer (glue) coated or annular or
                                                                                                                                                                                                                                                                                  helical deformed shank nails.
    as close as practicable to the supporting structure
                                                                                                                                                Scale 1 : 100
                                                                                                                                                                                                                                                                               *  When not specified in following table, nail
    while maintaining termite inspection clearances of                                                                                                                                                                                                                            length is to be 10 x nailø when driven into side
    25mm. Downpipes are to be protected from potential                                                                                                                                                                                                                            grain
    mechanical damage, be installed no less than 100mm                                                                                                                                                                                                                         *  When not specified, nail length is to be 15 x
    from electrical cables & gas pipes & no less than 50mm                                                                                                                                                                                                                        nailø when driven into end grain
    from other services (AS3500.3.2 S4.11)                                                                                                                                                                                                                                     *  Minimum 2 nails per joint UNO

    Downpipes are to service 12m maximum                                                                                                                                                                                                                                       Hand driven nails:
    gutter length & be within 1.2m from each                                                                                                                                  VB1                                                                                              * 3.15ømm min for hardwood & cypress
    valley unless overflow is provided for (NCC                                                                                                                                                                                                                                * 3.75ømm min for softwood & lower density
    Vol2 P3.5.2.5)                                                                                                                              TP1                 TP1                     TP1            TP1                                                                 timbers




                                                                                                                                                                   R1
                                                                                                                                                                Rafters @
                                                                                                                                                                 900 crs



                                                                                                                                                                    TP1       VB1           TP1            TP1




                                                                                                                                                       Roof extender bracket to manufacturer's
                                                                                                                                                       details - waterproof flashing required



                                                                                                                                                ROOF FRAMING PLAN
                                                                                                                                                Scale 1 : 100




                                                                      Proposed Patio Renovation                                                                                                                                                                                SCALE @A3
                                                                                                                                                                                                                                                                                                0        1m      2m      3m       4m      5m


                                                                      ZEST BUILDING DESIGN STUDIO                         Project Address                                    Drawing Title                                                                                                       1:100




                                                                                                                                                                                                                                                                                                                         A.05
                                                                      Sunshine Coast                                      U18 The Cove, 24 - 28 Little Cove
                                                                      P | 07 5474 1664
                                                                      A | Unit 1a/12 Action Street, Noosaville QLD 4566
                                                                      E | [email protected]
                                                                                                                          Road, Noosa. 4567.
                                                                                                                                                                             ROOF DRAINAGE &
                                                                      W | www.zestbuildingdesign.com.au
                                                                      ABN: 37 601 151 508
                                                                      Q.B.C.C Lic. No: 1307012                            Client Name
                                                                                                                                                                             FRAMING PLAN
                                                                                                                                                                                                                                                                                                                      Phase   Bld #    Issue
                                                                      Designer (s)
                                                                      I. Brundell
                                                                                                                          Ron Faciani                                                                                                  A
                                                                                                                                                                                                                                     Issue
                                                                                                                                                                                                                                             BA Issue
                                                                                                                                                                                                                                                        Description
                                                                                                                                                                                                                                                                          19/01/2018
                                                                                                                                                                                                                                                                             Date
                                                                                                                                                                                                                                                                                               16012                  BA 00             A
                                                                                                                                                                                                                                                                      BA ISSUE
Original sheet size A3 (297x420)                    Plot date:   6/03/2018 11:25:01 AM