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Structural Plans 20220173 - 10 Natasha Structural Issue 190123 · OPW22/0299

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Original PDF page 17, section 1. The text section number identifies this passage in the reader.

                        TOP PLATE
                        INTERNAL STUDWALL                                                      TOP PLATE FIXED BLOCK WALL
                        BRACING WALL
                                                                                                                                                                                                                                                                                                                                                                               100
                                                                                                                                                                                                                                                TOP PLATE                                                                                               TOP PLATE                                           STAGGER TOP AND
                                                                                                                                                                                                                                                                                                                                                                                                            BOTTOM
                        30 x0.8 mm G.I. LOOPED                                                                                 INTERNAL BRACING WALL                     30 x0.8 mm G.I. STRAP WITH                                                                                NOGGING AT HORIZONTAL                                                                                                    NOGGING AT HORIZONTAL
                        STRAPS WITH 6/2.8 DIA. NAILS                                                                                                                     4/2.8 DIA. NAILS AT END OF                                                                                SHEET JOINT                                                                                                              SHEET JOINT
                        AT EACH END OF STRAPS                                                                                                                            STRAPS
                                                                                                                                                                                                                                                INTERMEDIATE                       NOGGING                                                              INTERMEDIATE                                        NOGGING
                                                                                                                                                                                             TOP PLATE                                          STUD                                                                                                    STUD

                                                                                                                                                                                                                                                VERTICAL SHEET                                                                                          VERTICAL SHEET
                                                                                                                               STUD                                                                                                             EDGE                               STUDS AT 450 CRS WITH                                                EDGE                                                STUDS AT 450 CRS WITH
                                                                                                                                                                                                                                                                                   7mm THICK F11 PLY                                                                                                        7mm THICK F11 PLY
                                                                                                                                                                                                                                                BOTTOM PLATE                                                                                            BOTTOM PLATE
                                                                                                                                                                                               EXTERNAL WALL
                                                                                           EXTERNAL BLOCK WALL                                                                                                                                                                                                                                                                                              FLOOR SLAB OR
                                                                                                                                                                                                                                                                                                                                                                                                            FLOOR FRAME
                                                                                                                                                                                                                                                FLOOR SLAB OR                   M12 FULL HEIGHT HOLD                                                    M12 BOLTS/MASONRY ANCHORS
                                                                                                                                                                                                                                                                                                                                                        AT 1200 CRS MAX                                     M12 FULL HEIGHT HOLD
                                                                                                                                                                                                                                                FLOOR FRAME                     DOWN RODS AT EACH
                                                                                                                                                                                                                                                                                                                                                                                                            DOWN RODS AT EACH
                                                                                                                                                                                                                                                                                END OF WALL
                                                                                                                                                                                                                                                                                                                                                                                                            END OF WALL

                                                                                                                                                                                                                                                FASTENER SPACINGS                                                                                       FASTENER CENTRES
                                                                                                                                                                                                                                                150mm TOP AND BOTTOM PLATE + NOGGINGS AT SHEET JOINTS      ALL PLYWOOD BRACING WALLS ARE TO             50mm TOP AND BOTTOM PLATE + NOGGINGS AT SHEET JOINTS           ALL PLYWOOD BRACING WALLS ARE TO
                                                                                                                                                                                                                                                150mm VERTICAL SHEET EDGES                                 BE FIXED IN ACCORDANCE WITH THE E.W.P.A.A.   150mm VERTICAL SHEET EDGES                                     BE FIXED IN ACCORDANCE WITH THE E.W.P.A.A.
                                                                                                                                                                                                                                                300mm NOGGINGS                                             PLYWOOD ASSOCIATION DESIGN MANUAL            300mm NOGGINGS                                                 PLYWOOD ASSOCIATION DESIGN MANUAL
                                    BRACING WALL TO EXTERNAL WALL (6.0kN MAX)                                                    BRACING WALL TO EXTERNAL WALL                                                                                  300mm INTERMEDIATE STUDS                                                                                300mm INTERMEDIATE STUDS
                                    NOT TO SCALE
                                                                                                                                 CONNECTION DETAIL (6.6 kN)                                                                                     BRACING WALL DETAILS - 6.0 kN/m < 900mm LONG
                                                                                                                                                                                                                                                SCALE 1:50
                                                                                                                                                                                                                                                                                                                                                        BRACING WALL DETAILS - 6.0 kN/m ≥ 900mm LONG
                                                                                                                                                                                                                                                                                                                                                        SCALE 1:50
                                                                                                                                 NOT TO SCALE




                                                                                                                                                                                                                                                       ADDITIONAL TIE
                                                                                                                                                                         NOTE:                                                                         DOWN RODS AT
                                                                                                                                                                         •   OPENING LOCATIONS AND STUD, NOGGING AND                                   BRACING WALLS AS
                                                             TRIPLE STUD                                  COMMON STUD                                                        PLATE SIZES ARE SHOWN INDICATIVELY ONLY.                                  PER AS 1684
                                                             (DENOTED TS ON PLAN)                         (INTERNAL)                                                     •   ALL WALL FRAMING TO BE AS PER AS1684.
                                                                                                                                                                         •   REFER STUD WALL SCHEDULE FOR SIZE AND                DOUBLE               SHEET BRACING
                                                             DIAGONAL BRACE                                                                                                                                                       STUD                 REFER BRACING
                                                                                                                                                                             NUMBER OF WALL FRAMING MEMBERS
                                                             (TIMBER OR STEEL)                                                                                                                                                    (DENOTED DS          PLANS AND TYPICAL
                                                                                                                            TOP PLATE                                                                                             ON PLAN)             BRACING DETAILS
                                                                                                                            REFER STUD WALL SCHEDULE
                                                                                                                                                                                                  TIED DOWNS RODS                 HEAD TRIMMER
                                                                                                                                                                                                  AS PER STUD WALL
                                                                                                                                                             JACK STUD                            SCHEDULE


                                                                                                                                                             LINTEL




                                                                                                                                       NOGGING


                                                                                                                                       JAMB STUD

                                                                                                                                       SECONDARY JAMB
                                                                                                                                       STUD




                                                                                                                                                                                                                        NOGGING




                                             COMMON STUD
                                             (EXTERNAL)

                                             WALL
                                             INTERSECTION
                                                                             BOTTOM PLATE
                                                                             REFER STUD WALL
                                                                             SCHEDULE




                                                                                                                                       SILL BEAM / TRIMMER        JACK STUD (UNDER)




                                                                                                                                      TYPICAL TIMBER STUD WALL FRAME.
                                                                                                                                      NOT TO SCALE

      500mm       0          500      1000     1500   2000
 1 :50


                                                                                                                                                                                                                                                                                                                                                                                     Client                                         Status                                Title
                                                                                                                                                                                                                                                                                                                                                                                      MARK BAIN                                                                           TYPICAL BRACING WALL DETAILS
                                                                                                                                                                                                                                                                                                                                                                                     Drawn By            Designed By                Approved By
                                                                                                                                                                                                                                                                                                                                                                                       Author              Designer                  Approver
                                                                                                                                                                                                                                                                                                                                                                                     Project No.         Discipline                 Scale

                                                                                                                                                                                                                                                                                                                                   [email protected]                            20220173                                      As indicated           (at A1)

                                                                                                                                                                                                                                                                                                                                                                                     Project Name
                                                                                                                                                                                                                                                                                                                                   37 MARY ST NOOSAVILLE, QLD                                                                                                             Drawing No.                                      Revision
1        04.11.22 ISSUE FOR INFORMATION                                                                                         JAL      JO                                                                                                                                                                                                                                           NOOSA VILLAS
                                                                                                                                                                                                                                                                                                                                   07 5211 1003                                                                                                                            S080                                             1
Rev        Date       Description                                                                                                By      Chk                                                                                                                                                                                                                                          10 NATASHA AVE & 24 KATHARINA ST, NOOSA HEADS QLD
                                                                                                                                                                                                                                                                                                                                                                                                                                             FULL SIZE ON ORIGINAL    0           10    20   30   40   50   60   70   80        90    100 mm

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