Appendix B - New Dwelling 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
                                                        MONTVILLE 462                             ASPECT HOUSE
                                                                                                                                 CLIENT:                                         PROJECT: PROPOSED RESIDENCE                     9       A3      *   RW   RW CONCEPT FLOOR PLAN             28/06/22   THEY ACCURATELY DEPICT THE HOUSE FOR
                                                                                                                                                                                                                                                                                                       CONSTRUCTION.
                                                                                                                                 SANDRA & RICHARD MATHISON                                                                     JOB NUMBER:       B   RW   RW AMENDED CONCEPTS               03/08/22
                                                         (MODIFIED)                                  PLANS                                                                      LOT 2 ON RP196994                              GJGG430718        C   RW   RW AMENDMENTS - PRELIMS           29/09/22   JOB SPECIFICATION BY BUILDER TAKES
                                                                                                                                                                                                                                                                                                       PRECEDENCE OVER THESE PLANS.
        WOJTEK STAINWALD                                       RESORT FACADE                                                                                                    1073 POMONA - KIN KIN ROAD                     SALESPERSON:      D   RW   RW AMENDMENTS - PRELIMS           01/11/22
                                                                                                                                 DRAWING TITLE:
              QLD                                                                                     QLD                                                                       KIN KIN, QLD                                   CHRIS McNEIL      E   RW   RW AMENDMENTS - PRELIMS           21/12/22   OWNER SIGNED: ............................... DATE: ..........
                                                          © COPYRIGHT EXCLUSIVE                                                                                                                                                DATE:             F   RW   RW CONSTRUCTION DRAWINGS          04/05/23   OWNER SIGNED: ............................... DATE: ..........
          QBCC 1285235                                    TO G.J.GARDNER HOMES                     QBCC 1257937                 TYPICAL TIEDOWN DETAILS                                                                        13/07/2023        G   RW   RW GARAGE BIGGER                  13/07/23   BUILDER SIGNED: .............................   DATE: ..........