L497 Hill St (15.01.19) · MCU18/0006.01

                                             A x 0.9




                                                                                                                 C x 1.2
                                                                                                                               A x 0.6




                                                                                  C x 1.2




                                                                                                C x 1.2




                                                                                                                                       C x 0.9
          A x 0.9




                                                                                                                 C x 1.2
C x 0.9




                                                                                  C x 1.2
                                 C x 1.2




                                                                                            C x 1.2




                                                                                                                                       C x 0.9
                                              C x 0.9 C x 0.9
                                                                C x 0.9 C x 0.9
A x 0.9                                                                                                                      A x 0.9

A x 0.9                                                                                                                      A x 0.9




                                                                                                                                       C x 0.9




                                                                                                                                                     DIRECTION - B - 72.2 Kn
                                 C x 1.2




                                                                                            C x 1.2
                                                                                  C x 1.2
C x 0.9




                                                                                                                 C x 1.2




                                                                                                                                                            EACH UNIT
          A x 0.9




                                                                                                                                       C x 0.9
                                                                                  C x 1.2




                                                                                                C x 1.2




                                                                                                                 C x 1.2
                                             A x 0.9                                                                           A x 0.6




                                                                                                                           DIRECTION - A - 19.8 Kn
                                                                                                                                 EACH UNIT

                                           BRACING FOR EACH UNIT
                                           WIND CATEGORY                                              N3
                                               BRACE                                                  VALUE
          DIRECTION A




                        A   0.6 lm STRUCT PLY (4mmF14) at 1.7 KN/M                                    1.02
                        A   3.6 lm STRUCT PLY (4mmF14) at 6.0 KN/M                                    21.6




                               RACKING RESISTANCE ACHIEVED                                            22.62 Kn                                                                 CLIENT                      SCALE
                               RACKING RESISTANCE REQUIRED                                            19.8 Kn                                                                                                  1:100
                                                                                                                                                                                                                               BRACING PLAN
          DIRECTION B




                        C   4.5 lm STRUCT PLY (4mmF14) at 6.0 KN/M                                    27.0                                                                      D & K KNOTT
                        C   8.4 lm STRUCT PLY (4mmF14) at 6.0 KN/M                                    50.4

                                                                                                                                                                               PROJECT                      SHEET No              DRAWN       JSC
                                                                                                                                                                                                             12 OF 14
                                                                                                                                                                                   10 HILL ST             WILLIAM H WILSON
                               RACKING RESISTANCE ACHIEVED                                            77.4 Kn                                                                  SUNSHINE BEACH DATE        & ASSOC
                               RACKING RESISTANCE REQUIRED                                            72.2 Kn                                                                   QLD 4567 (LOT  15-01-19 BUILDING & DESIGN
                                                                                                                                                                                                          CONSULTANTS
                                                                                                                                                                               497 ON RP48112) DRAWING No
                                                                                                                                                                                                          QBCC LIC(MEDIUM RISE) 56997
                                                                                                                                                                                                W14291
                                                                                                                                                                                                                               QBCC LIC(LOW RISE)1257478
                                                                                                                                                                                         C   COPYRIGHT                         19 KEYES ST LOGANLEA 4131
                                                                                                                                                                               THIS DRAWING REMAINS THE PROPERTY OF
                                                                                                                                                                               WILLIAM H WILSON & ASSOCIATES AND IS PROVIDED   PH:(07) 3200 6836
                                                                                                                                                                               FOR THE USE AS DESCRIBED AND MAY NOT BE USED
                                                                                                                                                                               OR REPRODUCED IN WHOLE OR IN PART
                                                                                                                                                                                                                               FAX:(07) 3388 4075
                                                                                                                                                                               WITHOUT WRITTEN PERMISSION                      email:[email protected]