220200 - 27 Adams Street, SUNSHINE BEACH - Slope Stability Report · EXE22/0017

                                           200 series blockwork with
                                                                                                                                                                                                                                                                                                                    LINDSAY CONSULTING PTY
                                                                                                                                                                                                                                                                                                                      LINDSAY CONSULTING PTY LTD




                                           N16 bars @ 400 crs each                                                                                                                                                                                                                                                                     LTD

                                                 way and as shown.
                                                                                                                                                                                                                                                                                                                                                                            RPEQ 4928
                                                                                                                                                                                                                                                                                                                    OFF. 2C/82 PARKER STREET, MAROOCHYDORE                PH 54 792 118

                                                                                                                                                                                                                                                                                                                   THIS DRAWING REMAINS THE PROPERTY OF
                                                                                                                                                                                                                                                                                                                   LINDSAY CONSULTING PTY LTD AND IS FOR
                                                                                                                                                                                                                                                                                                                     THE SOLE USE OF THE CLIENT. NO PART
                                                                                                                                                                                                                                                                                                                   MAY BE USED IN PART OR WHOLE WITHOUT
                                                                                                                                                                                                                                                                                                                      PRIOR EXPRESS WRITTEN CONSENT OF
                                                                                                                                                                                                                                                                                                                         LINDSAY CONSULTING PTY LTD




                                                                                                                                               1.8 m
                                                                                  Ply braces bolted                                                             Lift shaft                                                                                                                                         CLIENT AND PROJECT DESCRIPTION




                                                                                                                 3.0 m
                                                                                    into suspended                                                              by others                                                                                                                                           PAUL CLOUT DESIGN
Blockwork planter box                                                                     slab over
as per builders specs.                                                                                                                                                                                                                                                                                              PROPOSED RESIDENCE
        300 max high.
                                                                                                                                                    id                                                                                                                                                              NO. 27 ADAMS STREET
                                                                                                                                                  vo                                                                                                                                                                SUNSHINE BEACH




                                                                                  0.9 m
                                                                                                                                           Refer Detail 3
                                                                                                                                                                                                                                                                                                                   DRAWING TITLE
                                                                                                                                                                                                                                                                                                                    STRUCTURAL PLAN
                                                                              Stair design
                                                                                by others




                                                                                                                                 360 UB 56.7
                                                                                                                                                                                                                             290x290 block piers
                                                                                                                                                                                                                             with 4-N12 bars




                                                                                                                   id
                                                                                                                 vo
                                                                                                                                                                                                                                                                                                                   SCALES




                                                      300 series blockwork wall with
                                                                                                                                                         Refer Detail 1                                                                                                 Bracing Required          233.0 kN          0                                1            2   3        4m
                                                                                             C3         360 UB 56.7                                                                                                                                                     Bracing Provided          >>250kN
                                                      2-N16 vertical bars @ 400 CRS.                                                                                                             Timber pergola by others
                                                      N16 horizontals @ 400 CRS.                                                                                                                                                                                                                                     Orig. 1:100
                                                                                                           Refer Detail 2                              CANTILEVERED VOID STRUCTURE
                                                                                                                                                       Exterior steel structure has not been                                                                                                                       SURVEY DATUM
                                                                                                                                                       designed to support any stair loads.
                                                                                                                                                                                                                                                                                                                    .
                            C2                                                                                                                                                                                                                                                                                     ASSOCIATED CONSULTANTS

                                                 C1                                                C1
                                                                                                                                                                                                                                                                        Bracing Required          128.0 kN
                                                                                                                                                                                                                                                                        Bracing Provided          >>150kN

C1 - 89x89x5 SHS column fixed to slab with 90x90x12mm                                                                                                                                                                                                                WIND CLASSIFICATION - N4
baseplate & 1-M16 welded 8.8 grade threaded rod.
                                                                                                                                                                                                                                                                     STUD HEIGHTS & SIZES
Ramset chemset reo 502. 150mm min. embedment.
C2 - Ø168.3 x 6.4 angled CHS column fixed to slab with 12mm                                                                                                   BRACING LEGEND                                                                                         NON LOAD BEARING WALLS
baseplate and 4-M12 chemsets. Ramset chemset reo 502. 150mm                                                      INDICATES       M12            BOLT                                                                                                                 STUDS 2700 - 90x35 MGP10 @ 450 CRS
min. embedment.
                                                                                                      1.8 m
C3 - 200 UC 52.2 column                                                                                          INDICATES      INTERNAL               BRACE   WALL    -   1800mm   LENGTH       OF   STRUCTURAL        PLY   BRACING        WALL    (JD5   TIMBER   TOP PLATE - 90x35 MGP10
                                                                                               AS PER AS1684.2   SPECIES    -   5.2kN/m).              4.0mm   F27    EXTERNAL     PLY    SHEETING     FIXED      TO   ONE   SIDE   OF      STUD   WALL,    STUDS
                                                                                             TYPE (H) METHOD B                                                                                                                                                       BOTTOM PLATE - 90x35 MGP10
                                                                                                                 TO   BE   AT   450mm             CENTRES      MAXIMUM.     VERTICALLY      INSTALLED        SHEETING        TO   BE   NAILED      TO   TIMBER                                                    REVISION LIST
                                                                                                                 FRAME     WITH     30mm           x   2.8    CLOUTS      OR   FLATHEAD    NAILS.     NAILS   ARE      TO   BE   LOCATED      AT   50mm
                                                                                                                                                                                                                                                                                                                  A BUILDER REVIEW - NOT FOR CONSTRUCTION                      19/08/22
                                                                                                                 CENTRES     TOP        &       BOTTOM,       150mm   CENTRES     ALONG    EDGES      AND    AT   300mm      CENTRES        ALONG   INTERMEDIATE
                                                                                                                                                                                                                                                                     NOGGINGS - 1350mm CRS MAXIMUM
                                                                                                                 STUDS.      PROVIDE              13kN    CAPACITY     BOLT     WITHIN    50mm   OF   EACH   END       OF   THE   BRACING     WALL      CONTINUOUS
                                                                                                                                                                                                                                                                     ALL STUDS NOT NOTCHED
                                                                                                                 FROM      BOTTOM        PLATE           TO   SLAB/FLOOR        FRAMING   AT   1200mm    CENTRES        MAXIMUM        IN   BETWEEN.


                                                                                                                                                                                                                                                                     ROOF BATTENS
                                                                                                                                                                                                                                                                     METAL ROOF BATTENS FIXED IN
                                                                                                                   SUSPENDED SLAB HAS BEEN DESIGNED TO NOT REQUIRE                                                                                                   ACCORDANCE WITH MANUFACTURER'S
                                                                                                                                                                                                                                                                     SPECIFICATIONS
                                                                                                                   ANY LOAD BEARING LINTELS. THEREFORE, WE HAVE NOT
GROUND FLOOR STRUCTURAL PLAN                                                                                       SPECIFIED ANY LINTEL SIZES. BUILDER SHALL FIX INTO                                                                                                PROTECTIVE COATINGS FOR STEELWORK MUST
                                                                                                                                                                                                                                                                     BE IN ACCORDANCE WITH THE BCA 3.4.4.4 AND   Computer File

SCALE 1:100                                                                                                        SUSPENDED SLAB WITH N12 STARTERS @ 400 CRS.                                                                                                       TABLE 3.4.4.2
                                                                                                                                                                                                                                                                                                                 DRAWING NUMBER
                                                                                                                                                                                                                                                                                                                                                   220873FD.DWG
                                                                                                                                                                                                                                                                                                                                                                            SHEET   REV.

                                                                                                                                                                                                                                                                                                                                                    22-0873-F16               16 A