Compliance cert Form 15 ENGINEERNG 56 Reserve St Pomona

                                                   TIMBER BEAM/LINTEL
                                                                                                                                                                                                                2/75 X 3.05 mm
                                                                                                                                                                                                                SKEW NAILS

                                                       TIMBER BEAM                                    TIMBER BEAM                        TIMBER BEAM

                                                                                                                                                                                                   BEARER
                                                        10 CLEAT AND CAP PLATE.                                                         10 CAP AND CLEAT PLATE.
                          STEEL COLUMN                                                                  STEEL COLUMN
                                                        2/M12 4.6/S BOLTS                                                               2/M12 4.6/S BOLTS.
                                                                                                                                        TYPICAL U.N.O.

                                          CONTINUOUS BEAM
                                                                                                                          DISCONTINUOUS BEAM                               JOIST TO BEARER CONNECTION DETAILS
                                                                                                                                                                                                 SCALE 1:20
                                         TYPICAL TIMBER BEAM TO STEEL COLUMN
                                                  CONNECTION DETAILS
                                                                    SCALE 1:20




                                  2/FRAMING ANCHORS,
                                  4/2.8mm DIA. NAILS EACH                                                                                                                                  TIMBER BEAM/LINTEL
                                  END OF EACH ANCHOR.


                                                                                                                                                          STEEL COLUMN


                                                                                                                                                                            10 CLEAT PLATE.
                                                               ER
                                                             FT                                                                                                             2/M12 4.6/S BOLTS
                                                           RA

                                                                                       WALL OR ROOF BEAM



                                                                                                                                                                    ALTERNATIVE TIMBER BEAM TO STEEL
                                                                                                                                                                       COLUMN CONNECTION DETAILS
                                                          RAFTER TIE-DOWN DETALS                                                                                                    SCALE 1:20
                                                                          SCALE 1:20




DO NOT SCALE FROM DRAWING
ALL SCALES ARE AS SHOWN (A3)

REV.            DESCRIPTION        DATE    INIT.                                         CONTACT DETAILS               CLIENT                             PROJECT                       TITLE                                DRAWN         DESIGNED   DATE

  A    PRELIMINARY ISSUE          22.08.22 C.Y.                                          EMAIL    [email protected]
                                                                                                                                                                                                                                 C.Y.         C.Y.    AUG 2022
                                                                                         WEB      www.peerce.com.au                                                                                                          CHECKED       APPROVED
  B    PRELIMINARY ISSUE          29.08.22 C.Y.
                                                                                                                                                          PROPOSED NEW DWELLING                                                  N.Z.
  0    FOR CONSTRUCTION           30.08.22 C.Y.                                          MOBILE   0425 885 440
                                                                                                                                LEIF O'BRIEN                                               CONNECTION DETAILS
                                                                                         POST     PO BOX 5296                                               56 RESERVE STREET,                                               DRAWING No.                     REV.
                                                                                                  ALGESTER, QLD 4115
                                                                                                                                                             POMONA QLD 4568                                                 PCE2211 - S07                     0