L497 Hill St (06.09.19) · MCU18/0006.02

                                                                                                                                                                                       P x 0.6
                                                                                                                            C x 0.9
                                                                                                                                                C x 0.9
                                                                                                                                                          A x 0.9   A x 0.9




                                                                      C x 1.2
                                                            C x 1.2




                                                                                                                       C x 0.9


                                                                                                                                           C x 0.9
P x 0.35




                                            A x 0.9




                                                                                                                                      C x 0.9
                   A x 0.9   A x 0.9




                                                                                                                 C x 0.9
                                                                                                            P x 0.6
                                                                                  P x 0.6 P x 0.6 P x 0.6 P x 0.6




                                                                                                                                                                                       P x 0.6
P x 0.35P x 0.35




                   A x 0.9                                       A x 0.9                                                                                                   A x 0.9




                                                                                                                                                                                       P x 0.6
                   A x 0.9                                       A x 0.9                                                                                                   A x 0.9




                                                                                                                                                                                                               DIRECTION - B - 122.5 Kn
                                                                                P x 0.6
                                                                                                                            C x 0.9
                                                                                                                                                C x 0.9
P x 0.35




                                                                                                                                                                                                                      EACH UNIT
                                                                                                                      C x 0.9


                                                                                                                                           C x 0.9




                   A x 0.9    A x 0.9       A x 0.9
                                                            C x 1.2
                                                                      C x 1.2




                                                                                                                                      C x 0.9
                                                                                                                 C x 0.9




                                                                                                                                                                                       P x 0.6
                                                                                                                                                          A x 0.9   A x 0.9




                                                                                                                                                                                     DIRECTION - A - 39.2 Kn
                                                                                                                                                                                           EACH UNIT




                                                                                                           BRACING FOR EACH UNIT
                                                                                                  WIND CATEGORY                                                     N3
                                                                                                      BRACE                                                         VALUE
                                        DIRECTION A




                                                                                                                                                                                                                                                                   AMENDED 15-07-2019
                                                      A   7.2 lm STRUCT PLY (4mmF14) at 6.0 KN/M                                                                    43.2                                                                  CLIENT                      SCALE
                                                                                                                                                                                                                                                                          1:100
                                                                                                                                                                                                                                           D & K KNOTT
                                                                                                                                                                                                                                                                                          BRACING PLAN
                                                               RACKING RESISTANCE ACHIEVED                                                                          43.2 Kn                                                                                                                  DRAWN       JSC
                                                                                                                                                                                                                                          PROJECT                      SHEET No
                                                               RACKING RESISTANCE REQUIRED                                                                          39.2 Kn
                                                                                                                                                                                                                                                                          11 OF 14
                                                                                                                                                                                                                                              10 HILL ST             WILLIAM H WILSON
                                        DIRECTION B




                                                      C   5.4 lm STRUCT PLY (4mmF14) at 6.0 KN/M                                                                    32.4
                                                      C   2.4 lm STRUCT PLY (4mmF14) at 6.0 KN/M                                                                    14.4                                                                  SUNSHINE BEACH DATE        & ASSOC
                                                      P   2/0.35 lm POWER TRUSS PANEL at 5.7 KN/PANEL                                                               11.4                                                                   QLD 4567 (LOT  29-08-18 BUILDING & DESIGN
                                                      P   5/0.6 lm POWER TRUSS PANEL at 15.0 KN/PANEL                                                               75.0                                                                                             CONSULTANTS
                                                                                                                                                                                                                                          497 ON RP48112) DRAWING No
                                                                                                                                                                                                                                                                     QBCC LIC(MEDIUM RISE) 56997
                                                                                                                                                                                                                                                           W14291
                                                               RACKING RESISTANCE ACHIEVED                                                                          133.2 Kn                                                                                                              QBCC LIC(LOW RISE)1257478
                                                                                                                                                                                                                                                    C   COPYRIGHT                         19 KEYES ST LOGANLEA 4131
                                                               RACKING RESISTANCE REQUIRED                                                                          122.5 Kn                                                              THIS DRAWING REMAINS THE PROPERTY OF
                                                                                                                                                                                                                                          WILLIAM H WILSON & ASSOCIATES AND IS PROVIDED   PH:(07) 3200 6836
                                                           NOTE:REFER MAN SPEC FOR POWERTRUSS                                                                                                                                             FOR THE USE AS DESCRIBED AND MAY NOT BE USED
                                                                                                                                                                                                                                                                                          FAX:(07) 3388 4075
                                                                   BRACE SPECIFICATIONS                                                                                                                                                   OR REPRODUCED IN WHOLE OR IN PART
                                                                                                                                                                                                                                          WITHOUT WRITTEN PERMISSION                      email:[email protected]