Updated Plans

                                  1/75mm x 3.75 GROOVED NAIL DESIGN
                                  STRENGTH 0.85Kn, REQ. STRENGTH 0.75Kn
                                  RAFTER/TRUSS
                                                                                                                                                                                                                          FRAMING ANCHORS (LEGS NOT BENT)
                                  TOP PLATE                                                                                                                                                                               6/2.8 NAILS EACH FACE
                                                                                                                                                                          90x35 F8 (1 BOLT) OR
                                                                                                                                                                          120x35 F8 (2 BOLTS)
                                                                                                                                                                          AS PER TABLE                                                                                                         TRUSS, RAFTER OR
                                                                                                                                                                                                                                                                                               CEILING JOIST
                                                                  LINTEL                                                                                                                                                  PROVIDE CLEARANCE
                                                                                                                                                                                                                          WHERE ROOF IS TRUSSED
                                                                  WINDOW/DOOR OPENING



                                                                                                                                                                                                                          BRACING WALL
                                                                                                                                                                              SHEAR STRENGTH:
                                                                                                                                                                              M10 BOLT    M12 BOLT         2/M10 BOLTS 2/M12 BOLTS                                   SHEAR STRENGTH:
                                                                                                                                                                          J4 2.6kN        3.1kN            5.1kN       6.1kN                                         J4 3.3kN
                                                                                                                                                                          JD4 4.3kN       5.1kN            8.4kN       9.8kN                                         JD4 4.9kN
                                                                    NOGGIN TO STUD FIXING BY 2/75 x
                                                                    3.05mm NAILS SKEWED OR NAILED
                                                                    PLATE TO STUD FIXING (PLATE TO 38mm) BY 2/75x3.05mm NAILS                                             RAFTERS, CEILING JOISTS OR                                                             RAFTERS, CEILING JOISTS OR
                                                                    THROUGH PLATE (PLATE 38 TO 50mm) BY 2/90x3.05mm NAILS THROUGH                                         TRUSSES TO BRACING WALL                                                                TRUSSES TO BRACING WALL
                                                                    PLATE OR 2/75x3.05mm NAILS SKEWED THROUGH STUD INTO PLATE




                                                                                                                                                                          BOLTS or NAILS AS PER TABLE
                                                                                                                                                                          BELOW. BLOCKING TO BE
                                                                                                                                                                          EACH SIDE OF RAFTER/TRUSS
                                                                                                                                                                          BOTTOM CHORD


                                                                                                                                                                                                                                                                                     2/30x0.8mm G.I. STRAPS
                               BOTTOM PLATE                                                                                                                               BLOCKING PIECES                                                                                            WITH 4/2.8 NAILS EACH
                                                                                                                                                                          LARGE ENOUGH                                                                                               END
                               FLOOR
                                                                                                                                                                          TO AVOID
                                                                                                                                                                          SPLITTING
                      TIE DOWN NOTES:                                                                                                                                                                           GAP TO
                                                                                                                                                                                                                                         INTERNAL
                                                                                                                                                                                                                                         BRACING WALL                                        TOP PLATE
                      1. 30x0.8 LOOPED STRAP EACH RAFTER/TRUSS WITH 4, 2.8∅ NAILS EACH END                                                                                                                      TRUSS
                         DESIGN STRENGTH - 13kN, REQUIRED STRENGTH 8.9kN                                                                                                                             BRACING WALL
                         (2 LOOPED STRENGTH TO GIRDER TRUSS AND TRUNCATED GIRDER TRUSS)                                                                                                                                                  EXTERNAL WALL
                                                                                                                                                                              SHEAR STRENGTH:
                      2. 30x0.8 LOOPED STRAP @900CTRS (MAX) FROM LINTEL WITH 4 NAILS EACH END                                                                                 4/3.33 NAILS M12 BOLT                                                                    SHEAR STRENGTH:
                         DESIGN STRENGTH - 12kN, REQUIRED STRENGTH 6.2kN                                                                                                  J4 2.8kN         3.1kN                                                                       J4 4.4kN
                                                                                                                                                                          JD4 4.0kN        5.1kN                                                                       JD4 6.6kN
                      3. M12 ANCHOR RODS @1800CTRS (MAX) WITHIN 100mm OF CORNERS AND
                         OPENINGS
                         DESIGN STRENGTH - 20kN, REQUIRED STRENGTH 12.0kN                                                                                                 RAFTERS, CEILING JOISTS OR                                                             RAFTERS, CEILING JOISTS OR
                                                                                                                                                                          TRUSSES TO BRACING WALL                                                                TRUSSES TO BRACING WALL
                      4. UNDER WINDOW, NOMINAL FIXINGS 1/75mm MASONRY NAIL, SCREW OR BOLT @
                         1200CTRS (MAX)

                      5. ROOF LOAD WIDTH AND UPLIFT LOAD WIDTH ARE DESCRIBED IN CLAUSE 2.6.4 &
                         9.6.2 OF AS 1684.2

                      6. LINTELS SUPPORTING GIRDER AND TRUNCATED TRUSSES TO BE SIZED BY BUILDER




                   TYPICAL TIE DOWN DETAILS
                    1 : 25



© COPYRIGHT. THIS DRAWING REMAINS THE PROPERTY OF G.J GARDNER HOMES & IS PROVIDED FOR THE USE AS DESCRIBED & MAY NOT BE USED OR REPRODUCED IN WHOLE OR IN PART WITHOUT WRITTEN PERMISSION. ANY LANDSCAPING (WHEN SHOWN) ARE FOR ILLUSTRATIVE PURPOSES ONLY AND DO NOT FORM PART OF ANY CONTRACT.
                                                                                                                                                                                                                           PAGE: SHEET SIZE: REV DRN CHK DETAILS                        DATE: I/WE HAVE CHECKED THE PLANS AND AGREE THAT
                                                                                                                                 CLIENT:                                         PROJECT: PROPOSED REL. RESIDENCE                10      A3                                                             THEY ACCURATELY DEPICT THE HOUSE FOR
                                                         CUSTOM PLAN                              ASPECT HOUSE                   MICHAELA VAN DER STOEP
                                                                                                                                                                                                                                                 *   DS   RW PRELIMINARY DRAWINGS            16/02/21
                                                                                                                                                                                                                                                                                                        CONSTRUCTION.
                                                                                                                                                                                                                              JOB NUMBER:        A   DS   RW MINOR AMENDMENTS                04/03/21
                                                                                                     PLANS                                                                      LOT 9 ON RP908915                             GJGSCN190273       B   AK   RW SURVEY & CONTOURS ADDED         11/03/21
                                                                                                                                                                                                                                                                                                        JOB SPECIFICATION BY BUILDER TAKES
                                                                                                                                                                                                                                                                                                        PRECEDENCE OVER THESE PLANS.
         GJ NOOSA PTY LTD                                       BEACH FACADE                                                                                                    8 DANDALOO LANE                               SALESPERSON:       C   RW   RW CONSTRUCTION DRAWINGS           13/03/21
                                                                                                                                 DRAWING TITLE:
               QLD                                                                                    QLD                                                                       COOTHARABA, QLD                               CHRIS MCNEIL       D   RW   RW JOB NUMBER CORRECTION           17/04/21   OWNER SIGNED: ............................... DATE: ..........
                                                          © COPYRIGHT EXCLUSIVE                                                                                                                                               DATE:                                                                     OWNER SIGNED: ............................... DATE: ..........
           QBCC 1303975                                   TO G.J.GARDNER HOMES                     QBCC 1257937                 TYPICAL TIEDOWN DETAILS                                                                        17/04/2021                                                               BUILDER SIGNED: .............................   DATE: ..........