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L497 Hill St (06.09.19) · MCU18/0006.02

Attached to the e-mail Generally in Accordance Application MCU18/0006.02 - Cover email - Plans.

                                                TIE-DOWN
WIND CLASSIFICATION - N3
ROOF - METAL ROOF                                 BATTEN SPACING - 900       TRUSS/RAFTER - JD4
UPLIFT LOAD WIDTH - 5642                          BEARER SPAN - N/A          WALL FRAMING - JD4
TRUSS/RAFTER SPACING - 600                        BATTENS - J2               JOISTS/BEARERS - JD4

                                                                          UPLIFT                UPLIFT
                                                                  TABLE   REQ'D       FIGURE    ACHV'D
                                                                   No     (KN)          No       (KN)
           1/75mm No 14 TYPE 17 SCREW
              (GENERAL AREA & ROOF EDGES)

                                                                 Batten to truss

                                                                            1.5
                                                                           (ROOF     9.25(d)    4.5
                                                                           EDGES)
                                                                  9.14
                                                                            0.85
                                                                          (GENERAL   9.25(d)    4.5
                                                                            AREA)


 2/FRAMING ANCHORS             30 X 0.8mm G.I.STRAP              Truss to top plate
 AT EACH TRUSS WITH            WITH 2/2.8mm DIAM NAILS
 4/2.8 mm DIAM NAILS           EACH END AT 450 C/S
 EACH END                                                                  4.5        9.21(b)    5.9
                                                                  9.13


                                                                 Top plate to stud

                                                                  9.13     3.3        9.19(d)    3.5


                                                                 Stud to bottom plate


                                                                  9.13      3.3       9.19(d)    3.5
    1/M10 BOLT AT                           FLOOR JOIST
    MAX 1800 C/S
                                                                 Bottom plate to slab/bearer

                                                                  9.13      13.1      9.18(d)    15.0


                                                                 Floor joist to bearer


                                                                                 N/A
                                                                 Bearer to column


                                                                                 N/A

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