RUM_S & M Rumford 330 Schreibers Road Cooran 20211109

N3 SHEET ROOF, 7500 ULW, RAFTERS @ 900 crs. REFER TO AS1684.2
RESIDENTUAL TIMBER FRAMED CONSTRUCTION FOR DETAILS & NOMINIAL
FIXINGS
TIE DOWN                                     TYPE OF FIXING

BATTEN TO TRUSS OR RAFTER.                   1 / 100mm LONG No.14 TYPE 17
                                             SCREW.

TRUSS OR RAFTER TO TOP                       2 FRAMING ANCHOR WITH MIN.
PLATE.                                       4x2.8mm DIA. NAILS TO EACH END.


TRUSS OR RAFTER TO LINTEL.                   2 FRAMING ANCHOR WITH MIN.
                                             4x2.8mm DIA. NAILS TO EACH END
                                             LEG.
TOP PLATE TO STUD TO BOTTOM                  1 / 30 x 0.8mm G.I. STRAP WITH 6/2.8
PLATE.                                       DIA. GALV. CLOUTS 30mm LONG TO
                                             EACH FACE. STRAP LOOPED UNDER
                                             BEARER. 1 STRAP EACH SIDE OF
                                             OPENINGS, AT CORNERS AND TO
                                             EVERY SECOND STUD, 900 TRS MAX.
BOTTOM PLATE TO BEARER OR                    M12 BOLT BOTTOM PLATE TO
SLAB.                                        BEARER OR UNDERBATTEN WITHIN
                                             100mm FROM JOIST @ MAX. 1200
                                             CRS.
                                             M12 BOLT CAST INTO SLAB 180mm
                                             DEEP MIN. @ MAX. 1200 CRS.

JOIST TO BEARER.                             2 / 75x3.05mm DIA. NAILS.

BEARER TO SHS POST.                          MIN. 2xM12 BOLT EACH POST
                                             THROUGH 75x100mm M.S. PLATE
                                             WELDED TO TOP OF RHS.


TOP PLATE TO FLOOR / SUB                     AT EACH SIDE OF OPENINGS M12
FLOOR.                                       ANCHOR ROD.

ROOF BEAM TO TIMBER POST.                    2 / M12 BOLTS.


BEARER TO TIMBER POST.                       2 / M12 BOLT THROUGH BEARER
                                             HALVED TO POST.




                                                                                                                                                                                                                                                      SUB-FLOOR




                                                                                                                                                                                                                                                                                                                Notes:
                                                                                                                                                                                                                                                                                                                     Wind Category: N3
                                                                                                                                                                                                                                                                                                                     Nominal Bracing As Defined In As1684, May Provide Up To A
                                                                                                                                                                                                                                                                                                                     Maximum Of 50% Of The Total Bracing Required.
                                                                                                                                                                                                                                                                                                                     0.9 BP = 900 mm Bracing Ply (AS1684.2 clause 8.3.6.3 type
                                                                                                                                                                           BRACING UPPER LEVEL: Existing timber framed building clad with vinyl.
                                                                                                                                                                                                                                                                                                                     G method B, 6 kN/m)

                                                                    Date 9.11.2021                                                       Design: DW                    BRACING X - DIRECTION LOWER                  BRACING Y - DIRECTION LOWER             LEGEND                                   PROPOSED
                                                                                                                                                                           QUANTITY                 FIXING               QUANTITY                  FIXING            BRACING SET
                                                                                                                                                                                                                                                                                              SECONDARY DWELLING                      BRACING AND
                                                                    1. Plans to be read in conjunction with Engineer's and or Manufacturer's Design &             32 NOMINAL STUMPS        160.0               32 NOMINAL STUMPS        160.0                        PLY BRACING

David Wright House Removers and Demolition      P | (07) 38882234
                                                                       Specifications.
                                                                    2. Levels, setbacks and building heights to be determined on site prior to works.
                                                                                                                                                                  TOTAL
                                                                                                                                                                  REQUIRED
                                                                                                                                                                                           160.0
                                                                                                                                                                                            89.5
                                                                                                                                                                                                               TOTAL
                                                                                                                                                                                                               REQUIRED
                                                                                                                                                                                                                                        160.0
                                                                                                                                                                                                                                         41.2
                                                                                                                                                                                                                                                                     M16 TIE DOWN RODS        FOR S & M RUMFORD AT                      TIEDOWN
240 Bruce Hwy, Eastern Service Road            F | (07) 3888 2231
                                                                    3. All construction to comply with the Building Code of Australia and applicable Australian
                                                                       Standards.
                                                                                                                                                                                                                                                                     MOMENT CONNECTION
                                                                                                                                                                                                                                                                                               330 SCHREIBERS ROAD                          SHEET 7 OF 8
Burpengary East                     E | [email protected]     4. Do not scale off the drawings.                                                                                                                                                                NBR24-600 NETBRACE
QLD 4505                                          QBCC 1066702      5. Site Plan boundary distances taken from Digital Cadastral Database.                                                                                                                                                Project:    COORAN               Title:                                   RUM-007