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Attachment 2 - Proposal Plans

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   DESIGN IN ACCORDANCE WITH THE QUEENSLAND HOME
   BUILDING CODE, AS 1684.2 N3 CLASSIFICATION, BUILDING                                                                                                                           BRACING DIRECTION B (HOUSE) - 65.80kN
   CODE OF AUSTRALIA AND THE STANDARD BUILDING BY-LAWS.
                                                                                                                                                                              MARK TYPE LENGTH COUNT RESISTANCE
                                                                                                                                                                               X1      PB  600   2        8
  WIND CATEGORY - N3
                                                                                                                                                                               X2      PB  900   7       40
                                                                                                                                                                               X3      PB 1200   4       31
  BRACING LEGEND :                                                                                                                                                             X4      TB 2400   3       11
            HARDIBRACE' OR STRUCTURAL PLY BRACING WITHIN
                                                                            BEAM OVER TO                                                                                      Grand total                90                              75x75 SHS             CANTILEVERED                    BEAM OVER
     PB                                                                   ENGINEERS DESIGN                                                                                                                                              POST INSIDE            BEAM OVER TO                   TO ENGINEERS
            WALL CAVITY TO MANUF. SPEC. PROVIDE STRUCTURAL
            PLY WITH COACH SCREWS FOR CORNER 600 PANELS.                                                                                                                                                                                   WALL              ENGINEERS DESIGN                    DESIGN
            6.4 kN/m                                                                                 BEAM OVER                             BEAM OVER                                                       BEAM OVER        BEAM OVER                           BEAM OVER
     TB
            TECO SPEEDBRACE OR ANGLE BRACE FIXED TO
            MANUF. SPECS.    1.5 kN/m




                                                                                                                                                                 BEAM OVER




                                                                                                                                                                                               BEAM OVER
                                                                                        BEAM OVER
     BL
            CORE FILLED BLOCK
  M12 CYCLONE RODS TO BE AT MAX. 900 crs.                                                                             X3              X3                                                                                            X2
  AND AT EACH SIDE OF OPENINGS.                                                                                                                                                                                                                             BEAM OVER

  ROOF TO BE BRACED WITH SPEEDBRACE OR                                                                                                                                                                                                       Y1        Y1
  ANGLE BRACE IN ACCORDANCE WITH TRUSS                                                 Y2
                                                                                                                                            Y3
  MANUFACTURERS SPECIFICATIONS.




                                                                                                                                                                                                                                                                        BEAM OVER
                                                                      BEAM OVER
                                                                                                                                                                                                                                             Y2

                                                                                                                                                                                                                                                       Y3
                                                                                       Y2                                                                                                                                                    Y2
                    W1                                    W1
                                                                                                                                            Y3
             Z1                                                                                                             Y1

                                                                                                                                 X4                                                                                                                    Y3
                                                                                  X3                X3

                                                                                                                                                                                                                                        X1                                                         Y2
                                                                     Y3                                                                                     X4                                                                          X4
                                                                                                                                                                                                                                                                  75x75 SHS
                                                               Z2                                                                                                                                                                                                   POST
                                                                                                                                           Y2               Y2                                                                                    Y3               INSIDE
                                                                                                                                                                             Y3                                        Y3          Y3                               WALL
                                                                                                     Y4          Y4                        Y2
                                                               Z2
                                                                                                                                                                             Y2                                        Y2



                                                               Z2    Y3                                                                                                      Y3                                        Y3
             Z1                                                                                                                                                                                                                                                                                    Y2
                                                                                                                                                                                             BEAM OVER

                   W1                                     W1                      X2                      X2           X2             X2               X1                                                                    X2                                                               X2




                                                                                                                                                                                                                                                            NOTE:
                                                                BRACING DIRECTION A (CARPORT) - 25.80kN                                                                                                                                                     ALL BEAMS, LINTELS, FLOOR FRAMING,
                                                                                                                                                                                                                                                            TIE-DOWN, SLAB & FOOTINGS TO
                                                               MARK TYPE LENGTH COUNT RESISTANCE                                                                                                BRACING DIRECTION A (HOUSE) - 167.9kN
                                                                                                                                                                                                                                                            ENGINEERS DESIGN
                                                                 Z1     PB 600    2       7.68
                                                                 Z2     PB 1200   3      23.04                                                                                                MARK TYPE LENGTH COUNT RESISTANCE                             NOTE:
                                                                                                                                                                                                                                                            ALL BRACING TO CHECKED & SIGNED
                                                               Grand total               30.72                                                                                                 Y1      PB  600   3      11.52                               OFF BY A QUALIFIED ENGINEER.
  FRAMING : N3                                                                                                                                                                                 Y2      PB  900   11     63.36
                                                                                                                                                                                               Y3      PB 1200   12     92.16
  PRE-FAB                                                                                                                                                                                      Y4      TB 2400   2       7.20
                                                                BRACING DIRECTION B (CARPORT) - 25.80kN
  TRUSSES : PINE ROOF TRUSSES @ 900 CRS
           TO MANUF. DESIGN & SPECS. REFER
                                                                                                                                                                                              Grand total              174.24
                                                                                                                                                                                                                                                               C & H FRASER
           TO CONNECTION DETAILS FOR TIE DOWN                  MARK TYPE LENGTH COUNT RESISTANCE
           DETAILS. ROOF BATTENS FIXED TO TRUSS                 W1       PB 1200  4      30.72                                                                                                                                                                                      LOT 21 NO.16 PINES ROAD
           AS PER MANUFACTURERS SPECIFICATIONS.                                                                                                                                                                                                                                               COOROY QLD
                                                               Grand total               30.72

                                                                                                                                                                                                                                                                                                            19.11.2021
BRACING                                                                                                                                                                                                                                                            Scale:           1 : 100        Sheet:     10   of   13



as design + drafting 0410 326 991                                                                                                                                                                                                                                                    WD104 - WORKING DRAWINGS
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