29
LIFT office 2 (tiles) male WC (TILES) PASSAGE (TILES) (TILES) COMMUNITY HALL (tiles) FEMALE W.C. (TILES) LOBBY (tiles) REC. BALCONY (TILES) 820 820 820 820 820 820 ROBE ROBE 2100 HIGH WALL 920 820 1000MM HIGH WALL 1000MM HIGH WALL DN 2 3 4 6 7 8 9 10 11 12 13 14 15 16 17 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 GABLE ROOF STUD FRAMED FEATURE COLUMNS WITH F/C SHEET LINING & TEXTURE COATED PAINT FINISH A FF D1 FF D2 FF D4 FF D6 FF D7 FF D9 FF D8 FF D11 FF D12 FF D13 FF SD3 RC RC 2° FALL ROBE FALL F/T FALL FALL FALL FALL F/T FALL FALL 6A 6A E1 I1 1 5 STUD FRAMED FEATURE COLUMNS WITH F/C SHEET LINING & TEXTURE COATED PAINT FINISH STUD FRAMED FEATURE COLUMNS WITH F/C SHEET LINING & TEXTURE COATED PAINT FINISH T/I 1000MM HIGH 90MM SHS STEEL FRAMED WALLS TO BALCONY TO ENGINEER'S DETAILS WITH TIMBER STUD INFILL FRAMING & FIBROUS CEMENT SHEET CLADDING TIMBER STUD FRAMING TO COLUMNS WITH FIBROUS CEMENT SHEET CLADDING TERRACE (TILES) FF SD1 FF SD2 C5 FIRST FLOOR PLAN SCALE 1:00 50MM SLAB SET DOWN TO TO BALCONY TO ENGINEER'S DETAILS TIMBER STAIRS WITH TILES OVER TIMBER STAIRS WITH TILES OVER S.P. LINEN NOTE: BOUNDARY WALLS TO ACHEIVE TOTAL 2 HOUR FIRE SEPARATION BETWEEN BUILDINGS 2.7M HIGH RAISED CEILING OVER 820 SINK CLNR. (TILES) SHWR. FF D3 FFL = 22.00 DN C.J. C.J. C.J. C.J. C.J. C.J. C.J. C.J. C.J. C.J. C.J. C.J. C.J. C.J. C.J. C.J. C.J. C.J. C.J. C.J. C.J. C.J. C.J. C.J. C.J. C.J. C.J. C.J. C.J. C.J. C.J. C.J. C.J. C.J. C.J. 4A 4A RC RC FFL = 22.00 E1 I1 ACCESS WC office 1 (tiles) 820 office 3 (tiles) office 4 (tiles) office 5 (tiles) KITCHEN 2 HOUR FIRE DOOR 920 FF D4 920 FF D5 FF D10 820 658 MARION ROAD, PARK HOLME NEW COMMUNITY HALL ISLAMIC SOCIETY OF SA INC

658 MARION ROAD, PARK HOLME NEW COMMUNITY HALL … · 2016. 12. 15. · Joists: FT940, FT941, FT942, FT943, FT944, FT945, FT946, FT947, FT948, FT949, FT950, FT951, FT952, FT953, FT954,

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  • LIFT

    office 2(tiles)

    male W

    C(TILES)

    PASSAGE (TILES)(TILES)

    COMM

    UNITY HALL(tiles)

    FEMALE

    W.C.

    (TILES)

    LOBBY(tiles)

    REC.

    BALCONY(TILES)

    820

    820

    820

    820820

    820

    ROBE

    ROBE

    2100 HIGH WALL

    920

    8201000M

    MHIG

    H WALL

    1000MM

    HIGH W

    ALL

    DN

    23

    4

    6 7 8 9 10 11 12 13 14 15 16 17

    12

    34

    56

    78

    9101112 13

    1415 16 17

    GABLE ROOF

    STUD FRAMED FEATURE

    COLUMNS W

    ITH F/C SHEETLINING

    & TEXTURE COATED

    PAINT FINISH

    A

    FFD1

    FFD2

    FFD4

    FFD6

    FFD7FFD9

    FFD8

    FFD11

    FFD12

    FFD13

    FFSD3

    RCRC

    2° FALL

    ROBE

    FALL

    F/T

    FALL

    FALLFALL

    FALL

    F/T

    FALL

    FALL

    6A6A

    E1I1

    15

    STUD FRAMED FEATURE

    COLUMNS W

    ITH F/C SHEETLINING

    & TEXTURE COATED

    PAINT FINISH

    STUD FRAMED FEATURE

    COLUMNS W

    ITH F/C SHEETLINING

    & TEXTURE COATED

    PAINT FINISH

    T/I

    1000MM

    HIGH 90M

    M SHS

    STEEL FRAMED W

    ALLS TOBALCONY TO ENGINEER'SDETAILS W

    ITH TIMBER STUD

    INFILL FRAMING

    & FIBROUSCEM

    ENT SHEET CLADDING

    TIMBER STUD FRAM

    INGTO COLUM

    NS WITH FIBROUS

    CEMENT SHEET CLADDING

    TERRACE(TILES)

    FFSD1

    FFSD2

    C5

    FIRST FLOOR PLANSCALE 1:00

    50MM

    SLAB SET DOWN TO

    TO BALCONY TO ENGINEER'SDETAILS

    TIMBER STAIRS

    WITH TILES OVER

    TIMBER STAIRS

    WITH TILES OVER

    S.P.

    LINEN

    NOTE: BOUNDARY WALLS TO

    ACHEIVE TOTAL 2 HOUR FIRESEPARATION BETW

    EENBUILDINGS

    2.7M HIGH RAISED CEILING OVER

    820

    SINK

    CLNR.(TILES)

    SHWR.

    FFD3

    FFL = 22.00

    DN

    C.J.

    C.J.C.J.

    C.J.

    C.J.

    C.J. C.J.

    C.J.C.J.

    C.J.C.J.

    C.J.

    C.J.

    C.J.

    C.J.

    C.J.

    C.J.

    C.J.

    C.J.

    C.J.

    C.J.

    C.J.C.J.

    C.J.

    C.J.

    C.J.

    C.J.

    C.J.

    C.J.

    C.J.

    C.J.

    C.J.

    C.J.

    C.J.

    C.J.

    4A4A

    RCRC

    FFL = 22.00

    E1I1

    AC

    CESS

    WC

    office 1(tiles)

    820

    office 3(tiles)

    office 4(tiles)

    office 5(tiles)

    KITCHEN

    2 HOURFIRE DOOR

    920

    FFD4

    920

    FFD5

    FFD10

    820

    658 MA

    RIO

    N R

    OA

    D, PA

    RK

    HO

    LME

    NEW

    CO

    MM

    UN

    ITY H

    ALL

    ISLAM

    IC SO

    CIETY

    OF SA

    INC

  • OAKRIDGE BUILDING SERVICES

  • BUILDING AUTHORITY FLOOR JOIST CERTIFICATIONTrusstech SA Pty Ltd16 High St, Dry Creek, SA 5094 PH 08 8260 6006 FAX 08 8262 5002 A.C.N.ABN:40 131 922 140

    JOB : TT06814F

    Customer : CARUMAG Site Address : 658 MARION RD

    PARK HOLME SA 5043 AUS

    Reference :

    This is to certify that the prefabricated timber floor joists supplied to the above project were manufactured using

    MULTINAIL metal connectors and detailed using MULTINAIL computer joist design programs in accordance with

    the Building Code of Australia.

    The floor joist design and detailing assumes the supporting structure is stable within its own right before the

    installation of the floor joists.

    The specifications used in the design of the joists were as follows:

    Timber : Dry Swd (can include KD Hwd)

    300Spacing :

    Wind : N2

    Dance halls, studios, gymnasiums, bars, public lounges, shopping mallsFloor Application :

    Structure: Service/Disaster

    Treatment : H0 - Individual members may be treated different.

    Flooring : Concrete Masonry (51kg/m²)

    TC Restraints : 300

    Ceiling Material: Plaster 10mm Supa Span (8.2 kg/m²)

    Ceiling Fixing: Metal direct @ 600c

    Std Chords : 35 TC / 35 BC

    Live Load: 5.0 kPa Point Load: 3.6 kN

    All designed joists and pre-cut members utilize the following Australian standards:

    AS/NZS 1170.0-2002 Part 0: Structural design actions Part 0: General Principles

    AS/NZS 1170.1-2002 Part 1: Structural design actions Part 1: Permanent, imposed and other actions

    AS/NZS 1170.2-2011 Part 2: Structural design actions Part 2: Wind actions

    AS/NZS 1170.3-2003 Part 3: Structural design actions Part 3: Snow and Ice

    AS 1684.1-1999 Residential Timber Framed Construction

    AS 1720.1-2010 Timber Structures Part1 : Design Methods

    AS 4055-2012 Wind Loads for Housing

    AS 1649-2001 Determination of basic working loads for metal fasteners for timber

    AS 4100-1998 Steel Structures Code

    AS 4600-2005 Cold-formed Steel Structures Code

    Special Note: Special attention must be given to floor trusses that have a 35mm MGP10 as a top chord.

    Due to the design processes and analysis for the design of floor trusses with 35mm MGP10 Top Chords it is

    essential that the flooring material as specified in the design criteria for this job is securely fixed (according to

    the manufacture's recommendations, instructions and guidelines) as the flooring material and top chord act

    together for the design to resist the loads applied.

    In conjunction with Multinail Australia's recommendations, all local building authority requirements and any other

    supplied details must be followed.

    Floor joist designs assumes strongbacks are placed and fixed according to Multinail Australia's recommendations.

    SIGNATURE: __________________________________

    NAME : Trevor Wallace (TN-008-049)

    POSITION : ___________________________________

    DATE : ____________________________________

    For detailed load information refer to the engineering output.

    User : Trevor Wallace (TN-008-049)MULTINAIL Floor V1.5.3 14/10/2016 12:21:06 PM Page 1 of 1

    MATT OPIE

    DETAILER

    14/10/2016

  • 1Laminations:

    Client: CARUMAG

    Site: 658 MARION RD

    PARK HOLME SA 5043 AUS

    Ref:

    16 High St,, Dry Creek, SA 5094

    Trusstech SA Pty Ltd Job No:

    Weight:

    Total Weight:

    TT06814F

    12.21 kg

    268.66 kg

    Joists: FT940, FT941, FT942, FT943, FT944, FT945, FT946, FT947, FT948, FT949, FT950, FT951, FT952, FT953, FT954, FT955,

    Joist Name: FT1 Type: SJ 450

    Vert. Reactions at Supports (LSD)

    Joint Nail Plate

    Restraint

    TIMBER / PLATES

    Member Size

    BC1 90x35-MGP10 H0 ADS

    LEW1 90x35-MGP10 H0 ADS

    TC1 90x35-HC H0 MAN

    LEW2 90x35-MGP10 H0 ADS

    W1 90x35-MGP10 H0 ADS

    W2 90x35-MGP10 H0 ADS

    W3 90x35-MGP10 H0 ADS

    Plating

    JD5

    JD5

    JD5

    JD5

    JD5

    JD5

    JD5

    600

    T1

    BL1

    BL1-1

    B1

    T2

    T3

    B2 75x100-MN

    75x100-MN

    25x75-MN

    75x150-MN

    25x75-MN

    25x75-MN

    75x150-MN

    Applied Load

    DL

    LL

    WL Up

    WL Dn (kN)

    (kN)

    (kN)

    (kN)

    W4

    W5

    REW2

    REW1 90x35-MGP10 H0 ADS

    90x35-MGP10 H0 ADS

    90x35-MGP10 H0 ADS

    90x35-MGP10 H0 ADS JD5

    JD5

    JD5

    JD5

    BR1-1 25x75-MN

    BR1 25x75-MN

    T4 75x150-MN

    DL

    DL + LL (kN)

    (kN)

    S1

    0.26

    1.83

    S2

    0.26

    1.83

    0

    450

    0

    450

    0 146092

    533568

    892927

    S1 S2

    11 1 1 11

    Wall plates must be placed at supports only.conjunction with Multinail Technical sheets.All dimensions in milimetres. This drawing should be read in

    14/10/2016

    Floor 1.5.3

    Trevor WallaceSpan:

    Overhang:

    Spacing:

    1460

    0/0

    300

    Floor Material:

    Floor Covering:

    Ceiling Material:

    Ceiling Fixing:

    Plaster 10mm Supa Span (8.2 kg/m²)

    Metal direct @ 600c

    Application:

    Live Load:

    Point Load: 3.6 kN

    5 kPa

    Dance halls, studios, gymnasiums, bars, public lounges, shopping malls

    Ver:

    Date:

    Page:

    Std Carpet + Underlay (8 kg/m²)

    Concrete Masonry (51 kg/m²)

    Design: AS1720.1-2010Quantity: 22

    (TN-008-049)

    1 of 25

  • 1Laminations:

    Client: CARUMAG

    Site: 658 MARION RD

    PARK HOLME SA 5043 AUS

    Ref:

    16 High St,, Dry Creek, SA 5094

    Trusstech SA Pty Ltd Job No:

    Weight:

    Total Weight:

    TT06814F

    12.33 kg

    271.31 kg

    Joists: FT962, FT963, FT964, FT965, FT966, FT967, FT968, FT969, FT970, FT971, FT972, FT973, FT974, FT975, FT976, FT977,

    Joist Name: FT2 Type: SJ 450

    Vert. Reactions at Supports (LSD)

    Joint Nail Plate

    Restraint

    TIMBER / PLATES

    Member Size

    BC1 90x35-MGP10 H0 ADS

    LEW1 90x35-MGP10 H0 ADS

    TC1 90x35-HC H0 MAN

    LEW2 90x35-MGP10 H0 ADS

    W1 90x35-MGP10 H0 ADS

    W2 90x35-MGP10 H0 ADS

    W3 90x35-MGP10 H0 ADS

    Plating

    JD5

    JD5

    JD5

    JD5

    JD5

    JD5

    JD5

    600

    T1

    BL1

    BL1-1

    B1

    T2

    T3

    B2 75x100-MN

    75x100-MN

    25x75-MN

    75x150-MN

    25x75-MN

    25x75-MN

    75x150-MN

    Applied Load

    DL

    LL

    WL Up

    WL Dn (kN)

    (kN)

    (kN)

    (kN)

    W4

    W5

    REW2

    REW1 90x35-MGP10 H0 ADS

    90x35-MGP10 H0 ADS

    90x35-MGP10 H0 ADS

    90x35-MGP10 H0 ADS JD5

    JD5

    JD5

    JD5

    BR1-1 25x75-MN

    BR1 25x75-MN

    T4 75x150-MN

    DL

    DL + LL (kN)

    (kN)

    S1

    0.26

    1.87

    S2

    0.26

    1.87

    0

    450

    0

    450

    0 148792

    533568

    919954

    S1 S2

    11 1 1 11

    Wall plates must be placed at supports only.conjunction with Multinail Technical sheets.All dimensions in milimetres. This drawing should be read in

    14/10/2016

    Floor 1.5.3

    Trevor WallaceSpan:

    Overhang:

    Spacing:

    1487

    0/0

    300

    Floor Material:

    Floor Covering:

    Ceiling Material:

    Ceiling Fixing:

    Plaster 10mm Supa Span (8.2 kg/m²)

    Metal direct @ 600c

    Application:

    Live Load:

    Point Load: 3.6 kN

    5 kPa

    Dance halls, studios, gymnasiums, bars, public lounges, shopping malls

    Ver:

    Date:

    Page:

    Std Carpet + Underlay (8 kg/m²)

    Concrete Masonry (51 kg/m²)

    Design: AS1720.1-2010Quantity: 22

    (TN-008-049)

    2 of 25

  • 1Laminations:

    Client: CARUMAG

    Site: 658 MARION RD

    PARK HOLME SA 5043 AUS

    Ref:

    16 High St,, Dry Creek, SA 5094

    Trusstech SA Pty Ltd Job No:

    Weight:

    Total Weight:

    TT06814F

    38.88 kg

    4121.27 kg

    Joists: FT984, FT985, FT986, FT987, FT988, FT989, FT990, FT991, FT992, FT993, FT994, FT995, FT996, FT997, FT998, FT999,

    Joist Name: FT3 Type: SJ 450

    Vert. Reactions at Supports (LSD)

    Joint Nail Plate

    Restraint

    TIMBER / PLATES

    Member Size

    BC1 90x35-HC H0 MAN

    LEW1 90x35-MGP10 H0 ADS

    TC1 90x35-HC H0 MAN

    LEW2 90x35-MGP10 H0 ADS

    W1 90x35-MGP10 H0 ADS

    W2 90x35-MGP10 H0 ADS

    W3 90x35-MGP10 H0 ADS

    Plating

    JD5

    JD5

    JD5

    JD5

    JD5

    JD5

    JD5

    600

    T1

    BL1

    BL1-1

    B1

    T2

    T3

    B2 100x200-MN

    100x200-MN

    25x75-MN

    125x300-MN

    25x75-MN

    25x75-MN

    125x200-MN

    Applied Load

    DL

    LL

    WL Up

    WL Dn (kN)

    (kN)

    (kN)

    (kN)

    W4

    W5

    W6

    W7

    W8

    W9 90x35-MGP10 H0 ADS

    90x35-MGP10 H0 ADS

    90x35-MGP10 H0 ADS

    90x35-MGP10 H0 ADS

    90x35-MGP10 H0 ADS

    90x35-MGP10 H0 ADS JD5

    JD5

    JD5

    JD5

    JD5

    JD5

    - 9 more members were not shown -

    T4 25x75-MN

    T5 100x100-MN

    B3 75x100-MN

    T6 25x75-MN

    T7 25x75-MN

    B4 75x100-MN

    Joint

    T8

    B5

    T9

    T10

    B6

    T11

    BR1-1

    BR1

    T12 125x200-MN

    25x75-MN

    25x75-MN

    25x75-MN

    125x300-MN

    100x200-MN

    25x75-MN

    100x200-MN

    100x100-MN

    Nail Plate

    DL

    DL + LL (kN)

    (kN)

    S1

    0.90

    6.56

    S2

    0.90

    6.56

    0

    450

    0

    450

    0 516092

    533568

    1053 14941529

    2014 245526702705 3190 3631

    36664151 4592

    4627

    S1 S2

    11 1 1 2 2 1 1 11

    Wall plates must be placed at supports only.conjunction with Multinail Technical sheets.All dimensions in milimetres. This drawing should be read in

    14/10/2016

    Floor 1.5.3

    Trevor WallaceSpan:

    Overhang:

    Spacing:

    5160

    0/0

    300

    Floor Material:

    Floor Covering:

    Ceiling Material:

    Ceiling Fixing:

    Plaster 10mm Supa Span (8.2 kg/m²)

    Metal direct @ 600c

    Application:

    Live Load:

    Point Load: 3.6 kN

    5 kPa

    Dance halls, studios, gymnasiums, bars, public lounges, shopping malls

    Ver:

    Date:

    Page:

    Std Carpet + Underlay (8 kg/m²)

    Concrete Masonry (51 kg/m²)

    Design: AS1720.1-2010Quantity: 106

    (TN-008-049)

    3 of 25

  • 1Laminations:

    Client: CARUMAG

    Site: 658 MARION RD

    PARK HOLME SA 5043 AUS

    Ref:

    16 High St,, Dry Creek, SA 5094

    Trusstech SA Pty Ltd Job No:

    Weight:

    Total Weight:

    TT06814F

    38.88 kg

    505.44 kg

    Joists: FT1130, FT1131, FT1132, FT1133, FT1134, FT1135, FT1136, FT1137, FT1138, FT1139, FT1140, FT1141, FT1142

    Joist Name: FT3 Type: SJ 450

    Vert. Reactions at Supports (LSD)

    Joint Nail Plate

    Restraint

    TIMBER / PLATES

    Member Size

    BC1 90x35-HC H0 MAN

    LEW1 90x35-MGP10 H0 ADS

    TC1 90x35-HC H0 MAN

    LEW2 90x35-MGP10 H0 ADS

    W1 90x35-MGP10 H0 ADS

    W2 90x35-MGP10 H0 ADS

    W3 90x35-MGP10 H0 ADS

    Plating

    JD5

    JD5

    JD5

    JD5

    JD5

    JD5

    JD5

    600

    T1

    BL1

    BL1-1

    B1

    T2

    T3

    B2 100x200-MN

    100x200-MN

    25x75-MN

    125x300-MN

    25x75-MN

    25x75-MN

    125x200-MN

    Applied Load

    DL

    LL

    WL Up

    WL Dn (kN)

    (kN)

    (kN)

    (kN)

    W4

    W5

    W6

    W7

    W8

    W9 90x35-MGP10 H0 ADS

    90x35-MGP10 H0 ADS

    90x35-MGP10 H0 ADS

    90x35-MGP10 H0 ADS

    90x35-MGP10 H0 ADS

    90x35-MGP10 H0 ADS JD5

    JD5

    JD5

    JD5

    JD5

    JD5

    - 9 more members were not shown -

    T4 25x75-MN

    T5 100x100-MN

    B3 75x100-MN

    T6 25x75-MN

    T7 25x75-MN

    B4 75x100-MN

    Joint

    T8

    B5

    T9

    T10

    B6

    T11

    BR1-1

    BR1

    T12 125x200-MN

    25x75-MN

    25x75-MN

    25x75-MN

    125x300-MN

    100x200-MN

    25x75-MN

    100x200-MN

    100x100-MN

    Nail Plate

    DL

    DL + LL (kN)

    (kN)

    S1

    0.89

    6.56

    S2

    0.88

    6.55

    User Def. Load A1

    53.00 kg/m²

    WET AREA

    0

    450

    0

    450

    0 516092

    533568

    1053 14941529

    2014 245526702705 3190 3631

    36664151 4592

    4627

    S1 S2

    A1

    11 1 1 2 2 1 1 11

    Wall plates must be placed at supports only.conjunction with Multinail Technical sheets.All dimensions in milimetres. This drawing should be read in

    14/10/2016

    Floor 1.5.3

    Trevor WallaceSpan:

    Overhang:

    Spacing:

    5160

    0/0

    300

    Floor Material:

    Floor Covering:

    Ceiling Material:

    Ceiling Fixing:

    Plaster 10mm Supa Span (8.2 kg/m²)

    Metal direct @ 600c

    Application:

    Live Load:

    Point Load: 3.6 kN

    5 kPa

    Dance halls, studios, gymnasiums, bars, public lounges, shopping malls

    Ver:

    Date:

    Page:

    Std Carpet + Underlay (8 kg/m²)

    Concrete Masonry (51 kg/m²)

    Design: AS1720.1-2010Quantity: 13

    (TN-008-049)

    4 of 25

  • 1Laminations:

    Client: CARUMAG

    Site: 658 MARION RD

    PARK HOLME SA 5043 AUS

    Ref:

    16 High St,, Dry Creek, SA 5094

    Trusstech SA Pty Ltd Job No:

    Weight:

    Total Weight:

    TT06814F

    41.00 kg

    368.99 kg

    Joists: FT1148, FT1149, FT1150, FT1151, FT1152, FT1153, FT1154, FT1155, FT1156

    Joist Name: FT4 Type: SJ 450

    Vert. Reactions at Supports (LSD)

    Joint Nail Plate

    Restraint

    TIMBER / PLATES

    Member Size

    BC1 90x35-HC H0 MAN

    LEW1 90x35-MGP10 H0 ADS

    TC1 90x35-HC H0 MAN

    LEW2 90x35-MGP10 H0 ADS

    W1 90x35-MGP10 H0 ADS

    W2 90x35-MGP10 H0 ADS

    W3 90x35-MGP10 H0 ADS

    Plating

    JD5

    JD5

    JD5

    JD5

    JD5

    JD5

    JD5

    600

    T1

    BL1

    BL1-1

    B1

    T2

    T3

    B2 100x200-MN

    125x200-MN

    25x75-MN

    125x300-MN

    25x75-MN

    25x75-MN

    125x200-MN

    Applied Load

    DL

    LL

    WL Up

    WL Dn (kN)

    (kN)

    (kN)

    (kN)

    W4

    W5

    W6

    W7

    W8

    W9 90x35-MGP10 H0 ADS

    90x35-MGP10 H0 ADS

    90x35-MGP10 H0 ADS

    90x35-MGP10 H0 ADS

    90x35-MGP10 H0 ADS

    90x35-MGP10 H0 ADS JD5

    JD5

    JD5

    JD5

    JD5

    JD5

    - 10 more members were not shown -

    T4 25x75-MN

    T5 75x150-MN

    B3 75x150-MN

    T6 25x75-MN

    B4 75x100-MN

    T7 75x100-MN

    Joint

    T8

    B5

    T9

    T10

    B6

    T11

    BR1-1

    BR1

    T12 125x200-MN

    25x75-MN

    25x75-MN

    25x75-MN

    125x300-MN

    125x200-MN

    25x75-MN

    100x200-MN

    75x150-MN

    Nail Plate

    DL

    DL + LL (kN)

    (kN)

    S1

    0.94

    6.87

    S2

    0.94

    6.87

    0

    450

    0

    450

    0 540092

    533568

    1053 14941529

    2014 24552490

    29102945

    3430 38713906

    4391 48324867

    S1 S2

    11 1 2 2 2 2 1 11

    Wall plates must be placed at supports only.conjunction with Multinail Technical sheets.All dimensions in milimetres. This drawing should be read in

    14/10/2016

    Floor 1.5.3

    Trevor WallaceSpan:

    Overhang:

    Spacing:

    5400

    0/0

    300

    Floor Material:

    Floor Covering:

    Ceiling Material:

    Ceiling Fixing:

    Plaster 10mm Supa Span (8.2 kg/m²)

    Metal direct @ 600c

    Application:

    Live Load:

    Point Load: 3.6 kN

    5 kPa

    Dance halls, studios, gymnasiums, bars, public lounges, shopping malls

    Ver:

    Date:

    Page:

    Std Carpet + Underlay (8 kg/m²)

    Concrete Masonry (51 kg/m²)

    Design: AS1720.1-2010Quantity: 9

    (TN-008-049)

    5 of 25

  • 1Laminations:

    Client: CARUMAG

    Site: 658 MARION RD

    PARK HOLME SA 5043 AUS

    Ref:

    16 High St,, Dry Creek, SA 5094

    Trusstech SA Pty Ltd Job No:

    Weight:

    Total Weight:

    TT06814F

    40.90 kg

    163.60 kg

    Joists: FT1157, FT1158, FT1159, FT1160

    Joist Name: FT5 Type: SJ 450

    Vert. Reactions at Supports (LSD)

    Joint Nail Plate

    Restraint

    TIMBER / PLATES

    Member Size

    BC1 90x35-HC H0 MAN

    LEW1 90x35-MGP10 H0 ADS

    TC1 90x35-HC H0 MAN

    LEW2 90x35-MGP10 H0 ADS

    W1 90x35-MGP10 H0 ADS

    W2 90x35-MGP10 H0 ADS

    W3 90x35-MGP10 H0 ADS

    Plating

    JD5

    JD5

    JD5

    JD5

    JD5

    JD5

    JD5

    600

    T1

    BL1

    BL1-1

    B1

    T2

    T3

    B2 100x200-MN

    125x200-MN

    25x75-MN

    125x300-MN

    25x75-MN

    25x75-MN

    125x200-MN

    Applied Load

    DL

    LL

    WL Up

    WL Dn (kN)

    (kN)

    (kN)

    (kN)

    W4

    W5

    W6

    W7

    W8

    W9 90x35-MGP10 H0 ADS

    90x35-MGP10 H0 ADS

    90x35-MGP10 H0 ADS

    90x35-MGP10 H0 ADS

    90x35-MGP10 H0 ADS

    90x35-MGP10 H0 ADS JD5

    JD5

    JD5

    JD5

    JD5

    JD5

    - 9 more members were not shown -

    T4 25x75-MN

    T5 75x150-MN

    B3 75x100-MN

    T6 75x100-MN

    T7 25x75-MN

    B4 75x150-MN

    Joint

    T8

    B5

    T9

    T10

    B6

    T11

    BR1

    T12 150x150-MN

    25x75-MN

    25x75-MN

    125x300-MN

    125x200-MN

    25x75-MN

    100x200-MN

    100x150-MN

    Nail Plate

    DL

    DL + LL (kN)

    (kN)

    S1

    0.96

    7.01

    S2

    0.95

    6.96

    0

    450

    0

    450

    0 549092

    533568

    1053 14941529

    2014 24552509

    30353070

    3555 39964031

    4516 49574992

    S1 S2

    11 1 2 2 2 2 1

    Wall plates must be placed at supports only.conjunction with Multinail Technical sheets.All dimensions in milimetres. This drawing should be read in

    14/10/2016

    Floor 1.5.3

    Trevor WallaceSpan:

    Overhang:

    Spacing:

    5490

    0/0

    300

    Floor Material:

    Floor Covering:

    Ceiling Material:

    Ceiling Fixing:

    Plaster 10mm Supa Span (8.2 kg/m²)

    Metal direct @ 600c

    Application:

    Live Load:

    Point Load: 3.6 kN

    5 kPa

    Dance halls, studios, gymnasiums, bars, public lounges, shopping malls

    Ver:

    Date:

    Page:

    Std Carpet + Underlay (8 kg/m²)

    Concrete Masonry (51 kg/m²)

    Design: AS1720.1-2010Quantity: 4

    (TN-008-049)

    6 of 25

  • 1Laminations:

    Client: CARUMAG

    Site: 658 MARION RD

    PARK HOLME SA 5043 AUS

    Ref:

    16 High St,, Dry Creek, SA 5094

    Trusstech SA Pty Ltd Job No:

    Weight:

    Total Weight:

    TT06814F

    29.65 kg

    29.65 kg

    Joists: FT1161

    Joist Name: FT6 Type: SJ 450

    Vert. Reactions at Supports (LSD)

    Joint Nail Plate

    Restraint

    TIMBER / PLATES

    Member Size

    BC1 90x35-HC H0 MAN

    LEW1 90x35-MGP10 H0 ADS

    TC1 90x35-HC H0 MAN

    LEW2 90x35-MGP10 H0 ADS

    W1 90x35-MGP10 H0 ADS

    W2 90x35-MGP10 H0 ADS

    W3 90x35-MGP10 H0 ADS

    Plating

    JD5

    JD5

    JD5

    JD5

    JD5

    JD5

    JD5

    600

    T1

    BL1

    BL1-1

    B1

    T2

    T3

    B2 75x150-MN

    100x150-MN

    25x75-MN

    125x200-MN

    25x75-MN

    25x75-MN

    100x200-MN

    Applied Load

    DL

    LL

    WL Up

    WL Dn (kN)

    (kN)

    (kN)

    (kN)

    W4

    W5

    W6

    W7

    W8

    W9 90x35-MGP10 H0 ADS

    90x35-MGP10 H0 ADS

    90x35-MGP10 H0 ADS

    90x35-MGP10 H0 ADS

    90x35-MGP10 H0 ADS

    90x35-MGP10 H0 ADS JD5

    JD5

    JD5

    JD5

    JD5

    JD5

    - 5 more members were not shown -

    T4 25x75-MN

    T5 75x100-MN

    B3 75x150-MN

    T6 25x75-MN

    B4 125x200-MN

    T7 100x150-MN

    Joint

    T8

    BR1-1

    BR1

    T9 100x200-MN

    25x75-MN

    25x75-MN

    25x75-MN

    Nail Plate

    DL

    DL + LL (kN)

    (kN)

    S1

    0.69

    5.01

    S2

    0.69

    5.02

    0

    450

    0

    450

    0 395092

    533568

    1053 14941529

    2015 24212456

    2941 33823417

    S1 S2

    11 1 1 1 1 11

    Wall plates must be placed at supports only.conjunction with Multinail Technical sheets.All dimensions in milimetres. This drawing should be read in

    14/10/2016

    Floor 1.5.3

    Trevor WallaceSpan:

    Overhang:

    Spacing:

    3950

    0/0

    300

    Floor Material:

    Floor Covering:

    Ceiling Material:

    Ceiling Fixing:

    Plaster 10mm Supa Span (8.2 kg/m²)

    Metal direct @ 600c

    Application:

    Live Load:

    Point Load: 3.6 kN

    5 kPa

    Dance halls, studios, gymnasiums, bars, public lounges, shopping malls

    Ver:

    Date:

    Page:

    Std Carpet + Underlay (8 kg/m²)

    Concrete Masonry (51 kg/m²)

    Design: AS1720.1-2010Quantity: 1

    (TN-008-049)

    7 of 25

  • 1Laminations:

    Client: CARUMAG

    Site: 658 MARION RD

    PARK HOLME SA 5043 AUS

    Ref:

    16 High St,, Dry Creek, SA 5094

    Trusstech SA Pty Ltd Job No:

    Weight:

    Total Weight:

    TT06814F

    7.49 kg

    52.44 kg

    Joists: FT1162, FT1163, FT1164, FT1165, FT1166, FT1167, FT1168

    Joist Name: FT7 Type: SJ 450

    Vert. Reactions at Supports (LSD)

    Joint Nail Plate

    Restraint

    TIMBER / PLATES

    Member Size

    BC1 90x35-MGP10 H0 ADS

    LEW1 90x35-MGP10 H0 ADS

    TC1 90x35-HC H0 MAN

    LEW2 90x35-MGP10 H0 ADS

    W1 90x35-MGP10 H0 ADS

    W2 90x35-MGP10 H0 ADS

    W3 90x35-MGP10 H0 ADS

    Plating

    JD5

    JD5

    JD5

    JD5

    JD5

    JD5

    JD5

    600

    T1

    BL1

    BL1-1

    B1

    T2

    BR1

    T3 75x100-MN

    25x75-MN

    25x75-MN

    75x100-MN

    25x75-MN

    25x75-MN

    75x100-MN

    Applied Load

    DL

    LL

    WL Up

    WL Dn (kN)

    (kN)

    (kN)

    (kN)

    REW1 90x35-MGP10 H0 ADS JD5

    DL

    DL + LL (kN)

    (kN)

    S1

    0.16

    1.09

    S2

    0.15

    1.04

    0

    450

    0

    450

    0 860100

    327362

    S1 S2

    11 1

    Wall plates must be placed at supports only.conjunction with Multinail Technical sheets.All dimensions in milimetres. This drawing should be read in

    14/10/2016

    Floor 1.5.3

    Trevor WallaceSpan:

    Overhang:

    Spacing:

    860

    0/0

    300

    Floor Material:

    Floor Covering:

    Ceiling Material:

    Ceiling Fixing:

    Plaster 10mm Supa Span (8.2 kg/m²)

    Metal direct @ 600c

    Application:

    Live Load:

    Point Load: 3.6 kN

    5 kPa

    Dance halls, studios, gymnasiums, bars, public lounges, shopping malls

    Ver:

    Date:

    Page:

    Std Carpet + Underlay (8 kg/m²)

    Concrete Masonry (51 kg/m²)

    Design: AS1720.1-2010Quantity: 7

    (TN-008-049)

    8 of 25

  • 1Laminations:

    Client: CARUMAG

    Site: 658 MARION RD

    PARK HOLME SA 5043 AUS

    Ref:

    16 High St,, Dry Creek, SA 5094

    Trusstech SA Pty Ltd Job No:

    Weight:

    Total Weight:

    TT06814F

    32.73 kg

    589.19 kg

    Joists: FT1170, FT1171, FT1172, FT1173, FT1174, FT1175, FT1176, FT1177, FT1178, FT1179, FT1180, FT1181, FT1182,

    Joist Name: FT8 Type: SJ 450

    Vert. Reactions at Supports (LSD)

    Joint Nail Plate

    Restraint

    TIMBER / PLATES

    Member Size

    BC1 90x35-HC H0 MAN

    LEW1 90x35-MGP10 H0 ADS

    TC1 90x35-HC H0 MAN

    LEW2 90x35-MGP10 H0 ADS

    W1 90x35-MGP10 H0 ADS

    W2 90x35-MGP10 H0 ADS

    W3 90x35-MGP10 H0 ADS

    Plating

    JD5

    JD5

    JD5

    JD5

    JD5

    JD5

    JD5

    600

    T1

    BL1

    BL1-1

    B1

    T2

    T3

    B2 75x150-MN

    100x150-MN

    25x75-MN

    125x300-MN

    25x75-MN

    25x75-MN

    125x200-MN

    Applied Load

    DL

    LL

    WL Up

    WL Dn (kN)

    (kN)

    (kN)

    (kN)

    W4

    W5

    W6

    W7

    W8

    W9 90x35-MGP10 H0 ADS

    90x35-MGP10 H0 ADS

    90x35-MGP10 H0 ADS

    90x35-MGP10 H0 ADS

    90x35-MGP10 H0 ADS

    90x35-MGP10 H0 ADS JD5

    JD5

    JD5

    JD5

    JD5

    JD5

    - 7 more members were not shown -

    T4 25x75-MN

    T5 75x100-MN

    B3 75x100-MN

    T6 75x100-MN

    T7 25x75-MN

    B4 75x150-MN

    Joint

    T8

    B5

    T9

    BR1-1

    BR1

    T10 125x200-MN

    25x75-MN

    25x75-MN

    25x75-MN

    125x300-MN

    100x150-MN

    Nail Plate

    DL

    DL + LL (kN)

    (kN)

    S1

    0.73

    5.33

    S2

    0.73

    5.33

    0

    450

    0

    450

    0 419092

    533568

    1053 14941529

    20242163

    2220 26612696

    3181 36223657

    S1 S2

    11 1 1 1 1 1 11

    Wall plates must be placed at supports only.conjunction with Multinail Technical sheets.All dimensions in milimetres. This drawing should be read in

    14/10/2016

    Floor 1.5.3

    Trevor WallaceSpan:

    Overhang:

    Spacing:

    4190

    0/0

    300

    Floor Material:

    Floor Covering:

    Ceiling Material:

    Ceiling Fixing:

    Plaster 10mm Supa Span (8.2 kg/m²)

    Metal direct @ 600c

    Application:

    Live Load:

    Point Load: 3.6 kN

    5 kPa

    Dance halls, studios, gymnasiums, bars, public lounges, shopping malls

    Ver:

    Date:

    Page:

    Std Carpet + Underlay (8 kg/m²)

    Concrete Masonry (51 kg/m²)

    Design: AS1720.1-2010Quantity: 18

    (TN-008-049)

    9 of 25

  • 1Laminations:

    Client: CARUMAG

    Site: 658 MARION RD

    PARK HOLME SA 5043 AUS

    Ref:

    16 High St,, Dry Creek, SA 5094

    Trusstech SA Pty Ltd Job No:

    Weight:

    Total Weight:

    TT06814F

    32.57 kg

    423.44 kg

    Joists: FT1183, FT1184, FT1185, FT1186, FT1187, FT1188, FT1189, FT1190, FT1191, FT1192, FT1193, FT1194, FT1195

    Joist Name: FT9 Type: SJ 450

    Vert. Reactions at Supports (LSD)

    Joint Nail Plate

    Restraint

    TIMBER / PLATES

    Member Size

    BC1 90x35-HC H0 MAN

    LEW1 90x35-MGP10 H0 ADS

    TC1 90x35-HC H0 MAN

    LEW2 90x35-MGP10 H0 ADS

    W1 90x35-MGP10 H0 ADS

    W2 90x35-MGP10 H0 ADS

    W3 90x35-MGP10 H0 ADS

    Plating

    JD5

    JD5

    JD5

    JD5

    JD5

    JD5

    JD5

    600

    T1

    BL1

    BL1-1

    B1

    T2

    T3

    B2 75x150-MN

    100x150-MN

    25x75-MN

    125x300-MN

    25x75-MN

    25x75-MN

    100x200-MN

    Applied Load

    DL

    LL

    WL Up

    WL Dn (kN)

    (kN)

    (kN)

    (kN)

    W4

    W5

    W6

    W7

    W8

    W9 90x35-MGP10 H0 ADS

    90x35-MGP10 H0 ADS

    90x35-MGP10 H0 ADS

    90x35-MGP10 H0 ADS

    90x35-MGP10 H0 ADS

    90x35-MGP10 H0 ADS JD5

    JD5

    JD5

    JD5

    JD5

    JD5

    - 7 more members were not shown -

    T4 25x75-MN

    T5 75x100-MN

    B3 75x100-MN

    T6 75x100-MN

    T7 25x75-MN

    B4 75x150-MN

    Joint

    T8

    B5

    T9

    BR1-1

    BR1

    T10 100x200-MN

    25x75-MN

    25x75-MN

    25x75-MN

    125x300-MN

    100x150-MN

    Nail Plate

    DL

    DL + LL (kN)

    (kN)

    S1

    0.68

    5.28

    S2

    0.68

    5.28

    User Def. Load A1

    53.00 kg/m²

    WET AREA

    0

    450

    0

    450

    0 419092

    533568

    1053 14941529

    20242163

    2220 26612696

    3181 36223657

    S1 S2

    A1

    11 1 1 1 1 1 11

    Wall plates must be placed at supports only.conjunction with Multinail Technical sheets.All dimensions in milimetres. This drawing should be read in

    14/10/2016

    Floor 1.5.3

    Trevor WallaceSpan:

    Overhang:

    Spacing:

    4190

    0/0

    300

    Floor Material:

    Floor Covering:

    Ceiling Material:

    Ceiling Fixing:

    Plaster 10mm Supa Span (8.2 kg/m²)

    Metal direct @ 600c

    Application:

    Live Load:

    Point Load: 3.6 kN

    5 kPa

    Dance halls, studios, gymnasiums, bars, public lounges, shopping malls

    Ver:

    Date:

    Page:

    Std Carpet + Underlay (8 kg/m²)

    Concrete Masonry (51 kg/m²)

    Design: AS1720.1-2010Quantity: 13

    (TN-008-049)

    10 of 25

  • 1Laminations:

    Client: CARUMAG

    Site: 658 MARION RD

    PARK HOLME SA 5043 AUS

    Ref:

    16 High St,, Dry Creek, SA 5094

    Trusstech SA Pty Ltd Job No:

    Weight:

    Total Weight:

    TT06814F

    27.22 kg

    1170.27 kg

    Joists: FT1201, FT1202, FT1203, FT1204, FT1205, FT1206, FT1207, FT1208, FT1209, FT1210, FT1211, FT1212, FT1213,

    Joist Name: FT10 Type: SJ 450

    Vert. Reactions at Supports (LSD)

    Joint Nail Plate

    Restraint

    TIMBER / PLATES

    Member Size

    BC1 90x35-HC H0 MAN

    LEW1 90x35-MGP10 H0 ADS

    TC1 90x35-HC H0 MAN

    LEW2 90x35-MGP10 H0 ADS

    W1 90x35-MGP10 H0 ADS

    W2 90x35-MGP10 H0 ADS

    W3 90x35-MGP10 H0 ADS

    Plating

    JD5

    JD5

    JD5

    JD5

    JD5

    JD5

    JD5

    600

    T1

    BL1

    BL1-1

    B1

    T2

    T3

    B2 75x150-MN

    100x150-MN

    25x75-MN

    100x200-MN

    25x75-MN

    25x75-MN

    100x150-MN

    Applied Load

    DL

    LL

    WL Up

    WL Dn (kN)

    (kN)

    (kN)

    (kN)

    W4

    W5

    W6

    W7

    W8

    W9 90x35-MGP10 H0 ADS

    90x35-MGP10 H0 ADS

    90x35-MGP10 H0 ADS

    90x35-MGP10 H0 ADS

    90x35-MGP10 H0 ADS

    90x35-MGP10 H0 ADS JD5

    JD5

    JD5

    JD5

    JD5

    JD5

    - 4 more members were not shown -

    T4 25x75-MN

    T5 75x100-MN

    B3 75x100-MN

    T6 100x150-MN

    T7 25x75-MN

    B4 100x200-MN

    Joint

    BR1-1

    BR1

    T8 100x150-MN

    25x75-MN

    25x75-MN

    Nail Plate

    DL

    DL + LL (kN)

    (kN)

    S1

    0.63

    4.58

    S2

    0.63

    4.58

    0

    450

    0

    450

    0 361092

    533568

    1053 14941529

    20812116

    2601 30423077

    S1 S2

    11 1 1 1 1 11

    Wall plates must be placed at supports only.conjunction with Multinail Technical sheets.All dimensions in milimetres. This drawing should be read in

    14/10/2016

    Floor 1.5.3

    Trevor WallaceSpan:

    Overhang:

    Spacing:

    3610

    0/0

    300

    Floor Material:

    Floor Covering:

    Ceiling Material:

    Ceiling Fixing:

    Plaster 10mm Supa Span (8.2 kg/m²)

    Metal direct @ 600c

    Application:

    Live Load:

    Point Load: 3.6 kN

    5 kPa

    Dance halls, studios, gymnasiums, bars, public lounges, shopping malls

    Ver:

    Date:

    Page:

    Std Carpet + Underlay (8 kg/m²)

    Concrete Masonry (51 kg/m²)

    Design: AS1720.1-2010Quantity: 43

    (TN-008-049)

    11 of 25

  • 1Laminations:

    Client: CARUMAG

    Site: 658 MARION RD

    PARK HOLME SA 5043 AUS

    Ref:

    16 High St,, Dry Creek, SA 5094

    Trusstech SA Pty Ltd Job No:

    Weight:

    Total Weight:

    TT06814F

    45.51 kg

    1956.88 kg

    Joists: FT1095, FT1096, FT1097, FT1098, FT1099, FT1100, FT1101, FT1102, FT1103, FT1104, FT1105, FT1106, FT1107,

    Joist Name: FT11 Type: SJ 450

    Vert. Reactions at Supports (LSD)

    Joint Nail Plate

    Restraint

    TIMBER / PLATES

    Member Size

    BC1 90x35-HS+ H0 MAN

    LEW1 90x35-MGP10 H0 ADS

    TC1 90x35-MGP10 H0 ADS

    LEW2 90x35-MGP10 H0 ADS

    W1 90x35-MGP10 H0 ADS

    W2 90x35-MGP10 H0 ADS

    W3 90x35-MGP10 H0 ADS

    Plating

    JD5

    JD5

    JD5

    JD5

    JD5

    JD5

    JD5

    600

    T1

    BL1

    BL1-1

    B1

    T2

    T3

    B2 125x300-MN

    125x300-MN

    25x75-MN

    150x300-MN

    25x75-MN

    25x75-MN

    150x200-MN

    Applied Load

    DL

    LL

    WL Up

    WL Dn (kN)

    (kN)

    (kN)

    (kN)

    W4

    W5

    W6

    TC2

    W7

    W8 90x35-MGP10 H0 ADS

    90x35-MGP10 H0 ADS

    90x35-MGP10 H0 ADS

    90x35-MGP10 H0 ADS

    90x35-MGP10 H0 ADS

    90x35-MGP10 H0 ADS JD5

    JD5

    JD5

    JD5

    JD5

    JD5

    - 13 more members were not shown -

    T4 25x75-MN

    T5 75x150-MN

    T6 100x150-MN

    B3 75x150-MN

    T8 75x100-MN

    T7 25x75-MN

    Joint

    B4

    T9

    T10

    B5

    T11

    T12

    B6

    B7

    T13

    BR1-1

    BR1

    T14 150x200-MN

    25x75-MN

    25x75-MN

    25x75-MN

    150x300-MN

    75x150-MN

    125x300-MN

    25x75-MN

    125x200-MN

    100x150-MN

    25x75-MN

    75x150-MN

    Nail Plate

    DL

    DL + LL (kN)

    (kN)

    S1

    1.05

    7.68

    S2

    1.05

    7.68

    0

    450

    0

    450

    0 603892

    533568

    1053 14941529

    2014 24552490

    2972 35483583

    4068 45094544

    50290

    603854705505

    S1 S2

    11 1 2 3 3 2 1 1 11

    Wall plates must be placed at supports only.conjunction with Multinail Technical sheets.All dimensions in milimetres. This drawing should be read in

    14/10/2016

    Floor 1.5.3

    Trevor WallaceSpan:

    Overhang:

    Spacing:

    6038

    0/0

    300

    Floor Material:

    Floor Covering:

    Ceiling Material:

    Ceiling Fixing:

    Plaster 10mm Supa Span (8.2 kg/m²)

    Metal direct @ 600c

    Application:

    Live Load:

    Point Load: 1.8 kN

    5 kPa

    User Defined

    Ver:

    Date:

    Page:

    Std Carpet + Underlay (8 kg/m²)

    Concrete Masonry (51 kg/m²)

    Design: AS1720.1-2010Quantity: 43

    (TN-008-049)

    12 of 25

  • 1Laminations:

    Client: CARUMAG

    Site: 658 MARION RD

    PARK HOLME SA 5043 AUS

    Ref:

    16 High St,, Dry Creek, SA 5094

    Trusstech SA Pty Ltd Job No:

    Weight:

    Total Weight:

    TT06814F

    18.73 kg

    393.42 kg

    Joists: FT920, FT921, FT923, FT924, FT925, FT926, FT927, FT928, FT929, FT930, FT931, FT932, FT933, FT934, FT935, FT936,

    Joist Name: FT12 Type: SJ 450

    Vert. Reactions at Supports (LSD)

    Joint Nail Plate

    Restraint

    TIMBER / PLATES

    Member Size

    BC1 90x35-HC H0 MAN

    LEW1 90x35-MGP10 H0 ADS

    TC1 90x35-MGP10 H0 ADS

    LEW2 90x35-MGP10 H0 ADS

    W1 90x35-MGP10 H0 ADS

    W2 90x35-MGP10 H0 ADS

    W3 90x35-MGP10 H0 ADS

    Plating

    JD5

    JD5

    JD5

    JD5

    JD5

    JD5

    JD5

    600

    300

    T1

    BL1

    BL1-1

    B1

    T2

    T3

    B2 75x100-MN

    75x100-MN

    25x75-MN

    100x200-MN

    25x75-MN

    25x75-MN

    100x150-MN

    Applied Load

    DL

    LL

    WL Up

    WL Dn (kN)

    (kN)

    (kN)

    (kN)

    W4

    W5

    W6

    W7

    W8

    REW2 90x35-MGP10 H0 ADS

    90x35-MGP10 H0 ADS

    90x35-MGP10 H0 ADS

    90x35-MGP10 H0 ADS

    90x35-MGP10 H0 ADS

    90x35-MGP10 H0 ADS JD5

    JD5

    JD5

    JD5

    JD5

    JD5

    - 1 more member was not shown -

    T4 75x100-MN

    B3 100x200-MN

    T5 25x75-MN

    BR1-1 25x75-MN

    T6 100x150-MN

    BR1 25x75-MN

    DL

    DL + LL (kN)

    (kN)

    S1

    0.32

    4.33

    S2

    0.32

    4.33

    0

    450

    0

    450

    0 243092

    533568

    1057 13641421

    18621897

    S1 S2

    11 1 1 1 11

    Wall plates must be placed at supports only.conjunction with Multinail Technical sheets.All dimensions in milimetres. This drawing should be read in

    14/10/2016

    Floor 1.5.3

    Trevor WallaceSpan:

    Overhang:

    Spacing:

    2430

    0/0

    450

    Floor Material:

    Floor Covering:

    Ceiling Material:

    Ceiling Fixing:

    Plaster 10mm Supa Span (8.2 kg/m²)

    Metal direct @ 600c

    Application:

    Live Load:

    Point Load: 1.8 kN

    5 kPa

    User Defined

    Ver:

    Date:

    Page:

    Std Carpet + Underlay (8 kg/m²)

    Particle (13.9 kg/m²)

    Design: AS1720.1-2010Quantity: 21

    (TN-008-049)

    13 of 25

  • 1Laminations:

    Client: CARUMAG

    Site: 658 MARION RD

    PARK HOLME SA 5043 AUS

    Ref:

    16 High St,, Dry Creek, SA 5094

    Trusstech SA Pty Ltd Job No:

    Weight:

    Total Weight:

    TT06814F

    4.15 kg

    4.15 kg

    Joists: FT922

    Joist Name: FT13 Type: SJ 450

    Vert. Reactions at Supports (LSD)

    Joint Nail Plate

    Restraint

    TIMBER / PLATES

    Member Size

    BC1 90x35-MGP10 H0 ADS

    LEW1 90x35-MGP10 H0 ADS

    TC1 90x35-MGP10 H0 ADS

    W1 90x35-MGP10 H0 ADS

    REW2 90x35-MGP10 H0 ADS

    REW1 90x35-MGP10 H0 ADS

    Plating

    JD5

    JD5

    JD5

    JD5

    JD5

    JD5

    600

    300

    T1

    BL1

    TR1-1

    TR1

    B1 75x100-MN

    25x75-MN

    25x75-MN

    25x75-MN

    75x100-MN

    Applied Load

    DL

    LL

    WL Up

    WL Dn (kN)

    (kN)

    (kN)

    (kN)

    DL

    DL + LL (kN)

    (kN)

    S1

    0.05

    0.63

    S2

    0.06

    0.70

    0

    450

    0

    450

    0 40163

    S1 S2

    1

    Wall plates must be placed at supports only.conjunction with Multinail Technical sheets.All dimensions in milimetres. This drawing should be read in

    14/10/2016

    Floor 1.5.3

    Trevor WallaceSpan:

    Overhang:

    Spacing:

    401

    0/0

    450

    Floor Material:

    Floor Covering:

    Ceiling Material:

    Ceiling Fixing:

    Plaster 10mm Supa Span (8.2 kg/m²)

    Metal direct @ 600c

    Application:

    Live Load:

    Point Load: 1.8 kN

    5 kPa

    User Defined

    Ver:

    Date:

    Page:

    Std Carpet + Underlay (8 kg/m²)

    Particle (13.9 kg/m²)

    Design: AS1720.1-2010Quantity: 1

    (TN-008-049)

    14 of 25

  • 1Laminations:

    Client: CARUMAG

    Site: 658 MARION RD

    PARK HOLME SA 5043 AUS

    Ref:

    16 High St,, Dry Creek, SA 5094

    Trusstech SA Pty Ltd Job No:

    Weight:

    Total Weight:

    TT06814F

    21.23 kg

    297.22 kg

    Joists: FT937, FT1278, FT1279, FT1280, FT1281, FT1282, FT1283, FT1284, FT1285, FT1286, FT1287, FT1288, FT1289, FT1290

    Joist Name: FT14 Type: SJ 450

    Vert. Reactions at Supports (LSD)

    Joint Nail Plate

    Restraint

    TIMBER / PLATES

    Member Size

    BC1 90x35-HC H0 MAN

    LEW1 90x35-MGP10 H0 ADS

    TC1 90x35-MGP10 H0 ADS

    LEW2 90x35-MGP10 H0 ADS

    W1 90x35-MGP10 H0 ADS

    W2 90x35-MGP10 H0 ADS

    W3 90x35-MGP10 H0 ADS

    Plating

    JD5

    JD5

    JD5

    JD5

    JD5

    JD5

    JD5

    600

    300

    T1

    BL1

    BL1-1

    B1

    T2

    T3

    B2 75x100-MN

    75x150-MN

    25x75-MN

    125x200-MN

    25x75-MN

    25x75-MN

    100x150-MN

    Applied Load

    DL

    LL

    WL Up

    WL Dn (kN)

    (kN)

    (kN)

    (kN)

    W4

    W5

    W6

    W7

    W8

    W9 90x35-MGP10 H0 ADS

    90x35-MGP10 H0 ADS

    90x35-MGP10 H0 ADS

    90x35-MGP10 H0 ADS

    90x35-MGP10 H0 ADS

    90x35-MGP10 H0 ADS JD5

    JD5

    JD5

    JD5

    JD5

    JD5

    - 2 more members were not shown -

    T4 25x75-MN

    T5 75x150-MN

    B3 125x200-MN

    T6 25x75-MN

    BR1 25x75-MN

    BR1-1 25x75-MN

    Joint

    T7 100x150-MN

    Nail Plate

    DL

    DL + LL (kN)

    (kN)

    S1

    0.37

    5.03

    S2

    0.37

    5.03

    0

    450

    0

    450

    0 282292

    533568

    1053 14941529

    1813 22542289

    S1 S2

    11 1 1 1 11

    Wall plates must be placed at supports only.conjunction with Multinail Technical sheets.All dimensions in milimetres. This drawing should be read in

    14/10/2016

    Floor 1.5.3

    Trevor WallaceSpan:

    Overhang:

    Spacing:

    2822

    0/0

    450

    Floor Material:

    Floor Covering:

    Ceiling Material:

    Ceiling Fixing:

    Plaster 10mm Supa Span (8.2 kg/m²)

    Metal direct @ 600c

    Application:

    Live Load:

    Point Load: 1.8 kN

    5 kPa

    User Defined

    Ver:

    Date:

    Page:

    Std Carpet + Underlay (8 kg/m²)

    Particle (13.9 kg/m²)

    Design: AS1720.1-2010Quantity: 14

    (TN-008-049)

    15 of 25

  • 1Laminations:

    Client: CARUMAG

    Site: 658 MARION RD

    PARK HOLME SA 5043 AUS

    Ref:

    16 High St,, Dry Creek, SA 5094

    Trusstech SA Pty Ltd Job No:

    Weight:

    Total Weight:

    TT06814F

    18.64 kg

    149.16 kg

    Joists: FT938, FT1254, FT1255, FT1256, FT1257, FT1258, FT1259, FT1260

    Joist Name: FT15 Type: SJ 450

    Vert. Reactions at Supports (LSD)

    Joint Nail Plate

    Restraint

    TIMBER / PLATES

    Member Size

    BC1 90x35-HC H0 MAN

    LEW1 90x35-MGP10 H0 ADS

    TC1 90x35-MGP10 H0 ADS

    LEW2 90x35-MGP10 H0 ADS

    W1 90x35-MGP10 H0 ADS

    W2 90x35-MGP10 H0 ADS

    W3 90x35-MGP10 H0 ADS

    Plating

    JD5

    JD5

    JD5

    JD5

    JD5

    JD5

    JD5

    600

    300

    T1

    BL1

    BL1-1

    B1

    T2

    T3

    B2 75x100-MN

    75x100-MN

    25x75-MN

    100x200-MN

    25x75-MN

    25x75-MN

    100x150-MN

    Applied Load

    DL

    LL

    WL Up

    WL Dn (kN)

    (kN)

    (kN)

    (kN)

    W4

    W5

    W6

    W7

    W8

    REW2 90x35-MGP10 H0 ADS

    90x35-MGP10 H0 ADS

    90x35-MGP10 H0 ADS

    90x35-MGP10 H0 ADS

    90x35-MGP10 H0 ADS

    90x35-MGP10 H0 ADS JD5

    JD5

    JD5

    JD5

    JD5

    JD5

    - 1 more member was not shown -

    T4 75x100-MN

    B3 100x200-MN

    T5 25x75-MN

    BR1-1 25x75-MN

    T6 100x150-MN

    BR1 25x75-MN

    DL

    DL + LL (kN)

    (kN)

    S1

    0.42

    4.39

    S2

    0.52

    4.47

    User Def. Load A1

    53.00 kg/m²

    WET AREA

    0

    450

    0

    450

    0 241092

    533568

    1058 13441401

    18421877

    S1 S2

    A1

    11 1 1 1 11

    Wall plates must be placed at supports only.conjunction with Multinail Technical sheets.All dimensions in milimetres. This drawing should be read in

    14/10/2016

    Floor 1.5.3

    Trevor WallaceSpan:

    Overhang:

    Spacing:

    2410

    0/0

    450

    Floor Material:

    Floor Covering:

    Ceiling Material:

    Ceiling Fixing:

    Plaster 10mm Supa Span (8.2 kg/m²)

    Metal direct @ 600c

    Application:

    Live Load:

    Point Load: 1.8 kN

    5 kPa

    User Defined

    Ver:

    Date:

    Page:

    Std Carpet + Underlay (8 kg/m²)

    Particle (13.9 kg/m²)

    Design: AS1720.1-2010Quantity: 8

    (TN-008-049)

    16 of 25

  • 1Laminations:

    Client: CARUMAG

    Site: 658 MARION RD

    PARK HOLME SA 5043 AUS

    Ref:

    16 High St,, Dry Creek, SA 5094

    Trusstech SA Pty Ltd Job No:

    Weight:

    Total Weight:

    TT06814F

    18.64 kg

    74.58 kg

    Joists: FT1245, FT1246, FT1247, FT1248

    Joist Name: FT15 Type: SJ 450

    Vert. Reactions at Supports (LSD)

    Joint Nail Plate

    Restraint

    TIMBER / PLATES

    Member Size

    BC1 90x35-HC H0 MAN

    LEW1 90x35-MGP10 H0 ADS

    TC1 90x35-MGP10 H0 ADS

    LEW2 90x35-MGP10 H0 ADS

    W1 90x35-MGP10 H0 ADS

    W2 90x35-MGP10 H0 ADS

    W3 90x35-MGP10 H0 ADS

    Plating

    JD5

    JD5

    JD5

    JD5

    JD5

    JD5

    JD5

    600

    300

    T1

    BL1

    BL1-1

    B1

    T2

    T3

    B2 75x100-MN

    75x100-MN

    25x75-MN

    100x200-MN

    25x75-MN

    25x75-MN

    100x150-MN

    Applied Load

    DL

    LL

    WL Up

    WL Dn (kN)

    (kN)

    (kN)

    (kN)

    W4

    W5

    W6

    W7

    W8

    REW2 90x35-MGP10 H0 ADS

    90x35-MGP10 H0 ADS

    90x35-MGP10 H0 ADS

    90x35-MGP10 H0 ADS

    90x35-MGP10 H0 ADS

    90x35-MGP10 H0 ADS JD5

    JD5

    JD5

    JD5

    JD5

    JD5

    - 1 more member was not shown -

    T4 75x100-MN

    B3 100x200-MN

    T5 25x75-MN

    BR1-1 25x75-MN

    T6 100x150-MN

    BR1 25x75-MN

    DL

    DL + LL (kN)

    (kN)

    S1

    0.36

    4.33

    S2

    0.47

    4.43

    User Def. Load A1

    53.00 kg/m²

    WET AREA

    0

    450

    0

    450

    0 241092

    533568

    1058 13441401

    18421877

    S1 S2

    A1

    11 1 1 1 11

    Wall plates must be placed at supports only.conjunction with Multinail Technical sheets.All dimensions in milimetres. This drawing should be read in

    14/10/2016

    Floor 1.5.3

    Trevor WallaceSpan:

    Overhang:

    Spacing:

    2410

    0/0

    450

    Floor Material:

    Floor Covering:

    Ceiling Material:

    Ceiling Fixing:

    Plaster 10mm Supa Span (8.2 kg/m²)

    Metal direct @ 600c

    Application:

    Live Load:

    Point Load: 1.8 kN

    5 kPa

    User Defined

    Ver:

    Date:

    Page:

    Std Carpet + Underlay (8 kg/m²)

    Particle (13.9 kg/m²)

    Design: AS1720.1-2010Quantity: 4

    (TN-008-049)

    17 of 25

  • 1Laminations:

    Client: CARUMAG

    Site: 658 MARION RD

    PARK HOLME SA 5043 AUS

    Ref:

    16 High St,, Dry Creek, SA 5094

    Trusstech SA Pty Ltd Job No:

    Weight:

    Total Weight:

    TT06814F

    17.89 kg

    89.43 kg

    Joists: FT1249, FT1250, FT1251, FT1252, FT1253

    Joist Name: FT16 Type: SJ 450

    Vert. Reactions at Supports (LSD)

    Joint Nail Plate

    Restraint

    TIMBER / PLATES

    Member Size

    BC1 90x35-MGP10 H0 ADS

    LEW1 90x35-MGP10 H0 ADS

    TC1 90x35-MGP10 H0 ADS

    LEW2 90x35-MGP10 H0 ADS

    W1 90x35-MGP10 H0 ADS

    W2 90x35-MGP10 H0 ADS

    W3 90x35-MGP10 H0 ADS

    Plating

    JD5

    JD5

    JD5

    JD5

    JD5

    JD5

    JD5

    600

    300

    T1

    BL1

    BL1-1

    B1

    T2

    T3

    B2 75x100-MN

    75x100-MN

    25x75-MN

    100x200-MN

    25x75-MN

    25x75-MN

    100x150-MN

    Applied Load

    DL

    LL

    WL Up

    WL Dn (kN)

    (kN)

    (kN)

    (kN)

    W4

    W5

    W6

    W7

    W8

    REW2 90x35-MGP10 H0 ADS

    90x35-MGP10 H0 ADS

    90x35-MGP10 H0 ADS

    90x35-MGP10 H0 ADS

    90x35-MGP10 H0 ADS

    90x35-MGP10 H0 ADS JD5

    JD5

    JD5

    JD5

    JD5

    JD5

    - 1 more member was not shown -

    T4 75x100-MN

    B3 100x200-MN

    T5 25x75-MN

    BR1-1 25x75-MN

    T6 100x150-MN

    BR1 25x75-MN

    DL

    DL + LL (kN)

    (kN)

    S1

    0.32

    4.29

    S2

    0.32

    4.29

    0

    450

    0

    450

    0 241092

    533568

    1058 13441401

    18421877

    S1 S2

    11 1 1 1 11

    Wall plates must be placed at supports only.conjunction with Multinail Technical sheets.All dimensions in milimetres. This drawing should be read in

    14/10/2016

    Floor 1.5.3

    Trevor WallaceSpan:

    Overhang:

    Spacing:

    2410

    0/0

    450

    Floor Material:

    Floor Covering:

    Ceiling Material:

    Ceiling Fixing:

    Plaster 10mm Supa Span (8.2 kg/m²)

    Metal direct @ 600c

    Application:

    Live Load:

    Point Load: 1.8 kN

    5 kPa

    User Defined

    Ver:

    Date:

    Page:

    Std Carpet + Underlay (8 kg/m²)

    Particle (13.9 kg/m²)

    Design: AS1720.1-2010Quantity: 5

    (TN-008-049)

    18 of 25

  • 1Laminations:

    Client: CARUMAG

    Site: 658 MARION RD

    PARK HOLME SA 5043 AUS

    Ref:

    16 High St,, Dry Creek, SA 5094

    Trusstech SA Pty Ltd Job No:

    Weight:

    Total Weight:

    TT06814F

    12.05 kg

    180.79 kg

    Joists: FT1261, FT1262, FT1263, FT1264, FT1265, FT1266, FT1267, FT1268, FT1269, FT1270, FT1271, FT1272, FT1273,

    Joist Name: FT17 Type: SJ 450

    BALCONY

    Vert. Reactions at Supports (LSD)

    Joint Nail Plate

    Restraint

    TIMBER / PLATES

    Member Size

    BC1 90x35-MGP10 H0 ADS

    LEW1 90x35-MGP10 H0 ADS

    TC1 90x35-HC H0 MAN

    LEW2 90x35-MGP10 H0 ADS

    W1 90x35-MGP10 H0 ADS

    W2 90x35-MGP10 H0 ADS

    W3 90x35-MGP10 H0 ADS

    Plating

    JD5

    JD5

    JD5

    JD5

    JD5

    JD5

    JD5

    600

    300

    T1

    BL1

    BL1-1

    B1

    T2

    T3

    B2 75x100-MN

    75x100-MN

    25x75-MN

    100x150-MN

    25x75-MN

    25x75-MN

    75x150-MN

    Applied Load

    DL

    LL

    WL Up

    WL Dn (kN)

    (kN)

    (kN)

    (kN)

    W4

    W5

    REW2

    REW1 90x35-MGP10 H0 ADS

    90x35-MGP10 H0 ADS

    90x35-MGP10 H0 ADS

    90x35-MGP10 H0 ADS JD5

    JD5

    JD5

    JD5

    BR1-1 25x75-MN

    BR1 25x75-MN

    T4 75x150-MN

    DL

    DL + LL (kN)

    (kN)

    S1

    0.32

    3.53

    S2

    0.32

    3.53

    User Def. Load A1

    53.00 kg/m²

    3 kPa, 2.7 kN

    0

    450

    0

    450

    0 141092

    533568

    842877

    S1 S2

    A1

    11 1 1 11

    Wall plates must be placed at supports only.conjunction with Multinail Technical sheets.All dimensions in milimetres. This drawing should be read in

    14/10/2016

    Floor 1.5.3

    Trevor WallaceSpan:

    Overhang:

    Spacing:

    1410

    0/0

    450

    Floor Material:

    Floor Covering:

    Ceiling Material:

    Ceiling Fixing:

    Plaster 10mm Supa Span (8.2 kg/m²)

    Metal direct @ 600c

    Application:

    Live Load:

    Point Load: 1.8 kN

    5 kPa

    User Defined

    Ver:

    Date:

    Page:

    Std Carpet + Underlay (8 kg/m²)

    Particle (13.9 kg/m²)

    Design: AS1720.1-2010Quantity: 15

    (TN-008-049)

    19 of 25

  • 1Laminations:

    Client: CARUMAG

    Site: 658 MARION RD

    PARK HOLME SA 5043 AUS

    Ref:

    16 High St,, Dry Creek, SA 5094

    Trusstech SA Pty Ltd Job No:

    Weight:

    Total Weight:

    TT06814F

    11.54 kg

    11.54 kg

    Joists: FT1276

    Joist Name: FT18 Type: SJ 450

    Vert. Reactions at Supports (LSD)

    Joint Nail Plate

    Restraint

    TIMBER / PLATES

    Member Size

    BC1 90x35-MGP10 H0 ADS

    LEW1 90x35-MGP10 H0 ADS

    TC1 90x35-MGP10 H0 ADS

    LEW2 90x35-MGP10 H0 ADS

    W1 90x35-MGP10 H0 ADS

    W2 90x35-MGP10 H0 ADS

    W3 90x35-MGP10 H0 ADS

    Plating

    JD5

    JD5

    JD5

    JD5

    JD5

    JD5

    JD5

    600

    300

    T1

    BL1

    BL1-1

    B1

    T2

    B2

    T3 25x75-MN

    75x150-MN

    75x100-MN

    75x100-MN

    25x75-MN

    25x75-MN

    75x150-MN

    Applied Load

    DL

    LL

    WL Up

    WL Dn (kN)

    (kN)

    (kN)

    (kN)

    W4

    W5

    REW1 90x35-MGP10 H0 ADS

    90x35-MGP10 H0 ADS

    90x35-MGP10 H0 ADS JD5

    JD5

    JD5

    BR1 25x75-MN

    T4 75x100-MNDL

    DL + LL (kN)

    (kN)

    S1

    0.21

    2.80

    S2

    0.21

    2.73

    0

    450

    0

    450

    0 156492

    533590

    10311066

    S1 S2

    11 1 1

    Wall plates must be placed at supports only.conjunction with Multinail Technical sheets.All dimensions in milimetres. This drawing should be read in

    14/10/2016

    Floor 1.5.3

    Trevor WallaceSpan:

    Overhang:

    Spacing:

    1564

    0/0

    450

    Floor Material:

    Floor Covering:

    Ceiling Material:

    Ceiling Fixing:

    Plaster 10mm Supa Span (8.2 kg/m²)

    Metal direct @ 600c

    Application:

    Live Load:

    Point Load: 1.8 kN

    5 kPa

    User Defined

    Ver:

    Date:

    Page:

    Std Carpet + Underlay (8 kg/m²)

    Particle (13.9 kg/m²)

    Design: AS1720.1-2010Quantity: 1

    (TN-008-049)

    20 of 25

  • 1Laminations:

    Client: CARUMAG

    Site: 658 MARION RD

    PARK HOLME SA 5043 AUS

    Ref:

    16 High St,, Dry Creek, SA 5094

    Trusstech SA Pty Ltd Job No:

    Weight:

    Total Weight:

    TT06814F

    14.31 kg

    14.31 kg

    Joists: FT1277

    Joist Name: FT19 Type: SJ 450

    Vert. Reactions at Supports (LSD)

    Joint Nail Plate

    Restraint

    TIMBER / PLATES

    Member Size

    BC1 90x35-MGP10 H0 ADS

    LEW1 90x35-MGP10 H0 ADS

    TC1 90x35-MGP10 H0 ADS

    LEW2 90x35-MGP10 H0 ADS

    W1 90x35-MGP10 H0 ADS

    W2 90x35-MGP10 H0 ADS

    W3 90x35-MGP10 H0 ADS

    Plating

    JD5

    JD5

    JD5

    JD5

    JD5

    JD5

    JD5

    600

    300

    T1

    BL1

    BL1-1

    B1

    T2

    T3

    B2 100x200-MN

    75x100-MN

    25x75-MN

    100x200-MN

    25x75-MN

    25x75-MN

    100x150-MN

    Applied Load

    DL

    LL

    WL Up

    WL Dn (kN)

    (kN)

    (kN)

    (kN)

    W4

    W5

    W6

    REW1 90x35-MGP10 H0 ADS

    90x35-MGP10 H0 ADS

    90x35-MGP10 H0 ADS

    90x35-MGP10 H0 ADS JD5

    JD5

    JD5

    JD5

    T4 25x75-MN

    BR1 25x75-MN

    T5 100x100-MN

    DL

    DL + LL (kN)

    (kN)

    S1

    0.27

    3.61

    S2

    0.26

    3.54

    0

    450

    0

    450

    0 201492

    533568

    1040 14811516

    S1 S2

    11 1 1

    Wall plates must be placed at supports only.conjunction with Multinail Technical sheets.All dimensions in milimetres. This drawing should be read in

    14/10/2016

    Floor 1.5.3

    Trevor WallaceSpan:

    Overhang:

    Spacing:

    2014

    0/0

    450

    Floor Material:

    Floor Covering:

    Ceiling Material:

    Ceiling Fixing:

    Plaster 10mm Supa Span (8.2 kg/m²)

    Metal direct @ 600c

    Application:

    Live Load:

    Point Load: 1.8 kN

    5 kPa

    User Defined

    Ver:

    Date:

    Page:

    Std Carpet + Underlay (8 kg/m²)

    Particle (13.9 kg/m²)

    Design: AS1720.1-2010Quantity: 1

    (TN-008-049)

    21 of 25

  • 1Laminations:

    Client: CARUMAG

    Site: 658 MARION RD

    PARK HOLME SA 5043 AUS

    Ref:

    16 High St,, Dry Creek, SA 5094

    Trusstech SA Pty Ltd Job No:

    Weight:

    Total Weight:

    TT06814F

    20.08 kg

    301.13 kg

    Joists: FT1291, FT1292, FT1293, FT1294, FT1295, FT1296, FT1297, FT1298, FT1299, FT1300, FT1301, FT1302, FT1303,

    Joist Name: FT20 Type: SJ 450

    Vert. Reactions at Supports (LSD)

    Joint Nail Plate

    Restraint

    TIMBER / PLATES

    Member Size

    BC1 90x35-HC H0 MAN

    LEW1 90x35-MGP10 H0 ADS

    TC1 90x35-MGP10 H0 ADS

    LEW2 90x35-MGP10 H0 ADS

    W1 90x35-MGP10 H0 ADS

    W2 90x35-MGP10 H0 ADS

    W3 90x35-MGP10 H0 ADS

    Plating

    JD5

    JD5

    JD5

    JD5

    JD5

    JD5

    JD5

    600

    300

    T1

    BL1

    BL1-1

    B1

    T2

    T3

    B2 75x100-MN

    100x100-MN

    25x75-MN

    100x200-MN

    25x75-MN

    25x75-MN

    100x150-MN

    Applied Load

    DL

    LL

    WL Up

    WL Dn (kN)

    (kN)

    (kN)

    (kN)

    W4

    W5

    W6

    W7

    W8

    REW2 90x35-MGP10 H0 ADS

    90x35-MGP10 H0 ADS

    90x35-MGP10 H0 ADS

    90x35-MGP10 H0 ADS

    90x35-MGP10 H0 ADS

    90x35-MGP10 H0 ADS JD5

    JD5

    JD5

    JD5

    JD5

    JD5

    - 1 more member was not shown -

    T4 75x100-MN

    B3 100x200-MN

    T5 25x75-MN

    BR1-1 25x75-MN

    T6 100x150-MN

    BR1 25x75-MN

    DL

    DL + LL (kN)

    (kN)

    S1

    0.35

    4.83

    S2

    0.36

    4.83

    0

    450

    0

    450

    0 270892

    533568

    1049 16421699

    21402175

    S1 S2

    11 1 1 1 11

    Wall plates must be placed at supports only.conjunction with Multinail Technical sheets.All dimensions in milimetres. This drawing should be read in

    14/10/2016

    Floor 1.5.3

    Trevor WallaceSpan:

    Overhang:

    Spacing:

    2708

    0/0

    450

    Floor Material:

    Floor Covering:

    Ceiling Material:

    Ceiling Fixing:

    Plaster 10mm Supa Span (8.2 kg/m²)

    Metal direct @ 600c

    Application:

    Live Load:

    Point Load: 1.8 kN

    5 kPa

    User Defined

    Ver:

    Date:

    Page:

    Std Carpet + Underlay (8 kg/m²)

    Particle (13.9 kg/m²)

    Design: AS1720.1-2010Quantity: 15

    (TN-008-049)

    22 of 25

  • 1Laminations:

    Client: CARUMAG

    Site: 658 MARION RD

    PARK HOLME SA 5043 AUS

    Ref:

    16 High St,, Dry Creek, SA 5094

    Trusstech SA Pty Ltd Job No:

    Weight:

    Total Weight:

    TT06814F

    18.73 kg

    18.73 kg

    Joists: FT1306

    Joist Name: FT12 Type: SJ 450

    Vert. Reactions at Supports (LSD)

    Joint Nail Plate

    Restraint

    TIMBER / PLATES

    Member Size

    BC1 90x35-HC H0 MAN

    LEW1 90x35-MGP10 H0 ADS

    TC1 90x35-MGP10 H0 ADS

    LEW2 90x35-MGP10 H0 ADS

    W1 90x35-MGP10 H0 ADS

    W2 90x35-MGP10 H0 ADS

    W3 90x35-MGP10 H0 ADS

    Plating

    JD5

    JD5

    JD5

    JD5

    JD5

    JD5

    JD5

    600

    300

    T1

    BL1

    BL1-1

    B1

    T2

    T3

    B2 75x100-MN

    75x100-MN

    25x75-MN

    100x200-MN

    25x75-MN

    25x75-MN

    100x150-MN

    Applied Load

    DL

    LL

    WL Up

    WL Dn (kN)

    (kN)

    (kN)

    (kN)

    W4

    W5

    W6

    W7

    W8

    REW2 90x35-MGP10 H0 ADS

    90x35-MGP10 H0 ADS

    90x35-MGP10 H0 ADS

    90x35-MGP10 H0 ADS

    90x35-MGP10 H0 ADS

    90x35-MGP10 H0 ADS JD5

    JD5

    JD5

    JD5

    JD5

    JD5

    - 1 more member was not shown -

    T4 75x100-MN

    B3 100x200-MN

    T5 25x75-MN

    BR1-1 25x75-MN

    T6 100x150-MN

    BR1 25x75-MN

    DL

    DL + LL (kN)

    (kN)

    S1

    0.54

    4.52

    S2

    0.54

    4.53

    User Def. Load A1

    53.00 kg/m²

    WET AREA

    0

    450

    0

    450

    0 243092

    533568

    1057 13641421

    18621897

    S1 S2

    A1

    11 1 1 1 11

    Wall plates must be placed at supports only.conjunction with Multinail Technical sheets.All dimensions in milimetres. This drawing should be read in

    14/10/2016

    Floor 1.5.3

    Trevor WallaceSpan:

    Overhang:

    Spacing:

    2430

    0/0

    450

    Floor Material:

    Floor Covering:

    Ceiling Material:

    Ceiling Fixing:

    Plaster 10mm Supa Span (8.2 kg/m²)

    Metal direct @ 600c

    Application:

    Live Load:

    Point Load: 1.8 kN

    5 kPa

    User Defined

    Ver:

    Date:

    Page:

    Std Carpet + Underlay (8 kg/m²)

    Particle (13.9 kg/m²)

    Design: AS1720.1-2010Quantity: 1

    (TN-008-049)

    23 of 25

  • 1Laminations:

    Client: CARUMAG

    Site: 658 MARION RD

    PARK HOLME SA 5043 AUS

    Ref:

    16 High St,, Dry Creek, SA 5094

    Trusstech SA Pty Ltd Job No:

    Weight:

    Total Weight:

    TT06814F

    18.73 kg

    168.61 kg

    Joists: FT1307, FT1308, FT1309, FT1310, FT1318, FT1319, FT1320, FT1321, FT1322

    Joist Name: FT12 Type: SJ 450

    Vert. Reactions at Supports (LSD)

    Joint Nail Plate

    Restraint

    TIMBER / PLATES

    Member Size

    BC1 90x35-HC H0 MAN

    LEW1 90x35-MGP10 H0 ADS

    TC1 90x35-MGP10 H0 ADS

    LEW2 90x35-MGP10 H0 ADS

    W1 90x35-MGP10 H0 ADS

    W2 90x35-MGP10 H0 ADS

    W3 90x35-MGP10 H0 ADS

    Plating

    JD5

    JD5

    JD5

    JD5

    JD5

    JD5

    JD5

    600

    300

    T1

    BL1

    BL1-1

    B1

    T2

    T3

    B2 75x100-MN

    75x100-MN

    25x75-MN

    100x200-MN

    25x75-MN

    25x75-MN

    100x150-MN

    Applied Load

    DL

    LL

    WL Up

    WL Dn (kN)

    (kN)

    (kN)

    (kN)

    W4

    W5

    W6

    W7

    W8

    REW2 90x35-MGP10 H0 ADS

    90x35-MGP10 H0 ADS

    90x35-MGP10 H0 ADS

    90x35-MGP10 H0 ADS

    90x35-MGP10 H0 ADS

    90x35-MGP10 H0 ADS JD5

    JD5

    JD5

    JD5

    JD5

    JD5

    - 1 more member was not shown -

    T4 75x100-MN

    B3 100x200-MN

    T5 25x75-MN

    BR1-1 25x75-MN

    T6 100x150-MN

    BR1 25x75-MN

    DL

    DL + LL (kN)

    (kN)

    S1

    0.54

    4.52

    S2

    0.54

    4.53

    User Def. Load A1

    53.00 kg/m²

    WET AREA

    0

    450

    0

    450

    0 243092

    533568

    1057 13641421

    18621897

    S1 S2

    A1

    11 1 1 1 11

    Wall plates must be placed at supports only.conjunction with Multinail Technical sheets.All dimensions in milimetres. This drawing should be read in

    14/10/2016

    Floor 1.5.3

    Trevor WallaceSpan:

    Overhang:

    Spacing:

    2430

    0/0

    450

    Floor Material:

    Floor Covering:

    Ceiling Material:

    Ceiling Fixing:

    Plaster 10mm Supa Span (8.2 kg/m²)

    Metal direct @ 600c

    Application:

    Live Load:

    Point Load: 1.8 kN

    5 kPa

    User Defined

    Ver:

    Date:

    Page:

    Std Carpet + Underlay (8 kg/m²)

    Particle (13.9 kg/m²)

    Design: AS1720.1-2010Quantity: 9

    (TN-008-049)

    24 of 25

  • 1Laminations:

    Client: CARUMAG

    Site: 658 MARION RD

    PARK HOLME SA 5043 AUS

    Ref:

    16 High St,, Dry Creek, SA 5094

    Trusstech SA Pty Ltd Job No:

    Weight:

    Total Weight:

    TT06814F

    18.73 kg

    37.47 kg

    Joists: FT1316, FT1317

    Joist Name: FT12 Type: SJ 450

    Vert. Reactions at Supports (LSD)

    Joint Nail Plate

    Restraint

    TIMBER / PLATES

    Member Size

    BC1 90x35-HC H0 MAN

    LEW1 90x35-MGP10 H0 ADS

    TC1 90x35-MGP10 H0 ADS

    LEW2 90x35-MGP10 H0 ADS

    W1 90x35-MGP10 H0 ADS

    W2 90x35-MGP10 H0 ADS

    W3 90x35-MGP10 H0 ADS

    Plating

    JD5

    JD5

    JD5

    JD5

    JD5

    JD5

    JD5

    600

    300

    T1

    BL1

    BL1-1

    B1

    T2

    T3

    B2 75x100-MN

    75x100-MN

    25x75-MN

    100x200-MN

    25x75-MN

    25x75-MN

    100x150-MN

    Applied Load

    DL

    LL

    WL Up

    WL Dn (kN)

    (kN)

    (kN)

    (kN)

    W4

    W5

    W6

    W7

    W8

    REW2 90x35-MGP10 H0 ADS

    90x35-MGP10 H0 ADS

    90x35-MGP10 H0 ADS

    90x35-MGP10 H0 ADS

    90x35-MGP10 H0 ADS

    90x35-MGP10 H0 ADS JD5

    JD5

    JD5

    JD5

    JD5

    JD5

    - 1 more member was not shown -

    T4 75x100-MN

    B3 100x200-MN

    T5 25x75-MN

    BR1-1 25x75-MN

    T6 100x150-MN

    BR1 25x75-MN

    DL

    DL + LL (kN)

    (kN)

    S1

    0.36

    4.36

    S2

    0.32

    4.33

    User Def. Load A1

    53.00 kg/m²

    WET AREA

    0

    450

    0

    450

    0 243092

    533568

    1057 13641421

    18621897

    S1 S2

    A1

    11 1 1 1 11

    Wall plates must be placed at supports only.conjunction with Multinail Technical sheets.All dimensions in milimetres. This drawing should be read in

    14/10/2016

    Floor 1.5.3

    Trevor WallaceSpan:

    Overhang:

    Spacing:

    2430

    0/0

    450

    Floor Material:

    Floor Covering:

    Ceiling Material:

    Ceiling Fixing:

    Plaster 10mm Supa Span (8.2 kg/m²)

    Metal direct @ 600c

    Application:

    Live Load:

    Point Load: 1.8 kN

    5 kPa

    User Defined

    Ver:

    Date:

    Page:

    Std Carpet + Underlay (8 kg/m²)

    Particle (13.9 kg/m²)

    Design: AS1720.1-2010Quantity: 2

    (TN-008-049)

    25 of 25

  • OAKRIDGE BUILDING SERVICES

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