200394 - 161 Cooroy Belli Creek Road, COOROY - Engineering Plans - Dwelling

  GENERAL NOTES                                                                                 * Pier Reinforcement: for any piers over 1100mm, deformed bar to within
  These documents show the general arrangement of the building and include                      100mm of base and minimum 75mm top cover. Minimum side cover 75mm,                        For Class H2 sites
  some items not supplied (refer to the quotation for nomination of all items to be             maximum 100mm. Rod to be caged horizontally at least twice and at a
                                                                                                                                                                                           * Slab thickness to be a minimum of 100mm. Slabs under 18m in length SL 72
  provided). All items not nominated therein shall be supplied and installed by                 maximum of 300mm spacing.Tie with a minimum of 6mm diameter cage tie.
                                                                                                                                                                                          mesh. Slabs upto 25m in length SL 82 mesh.
  others.                                                                                       Where pier diameter is less than 450mm diameter, use 4 N12. For diameters
                                                                                                                                                                                          * Perimeter Beam - Depth of 550mm ; Bottom reinforcement of 3-L11TM
                                                                                                equal to and over 450mm, use 4 N16.* Where columns or end wall mullions
  The plans provided here are the latest at the time of print. Earlier plans                    have been removed, piers are not required.                                                * Internal Beam - Depth of 550mm ; Bottom reinforcement of 3-L11TM
  provided may have become outdated due to engineering changes and should                                                                                                                 ;Maximum spacing of 4.0m.
                                                                                                * End wall mullion spacing may move due to location of openings or doors.
  not be used. The plans and drawings are extensive and give all the information                Check layout and component position plan, and relocate piers as required.
  needed for a competent person to erect the building. The building is not                      * The Slab Plan indicates those parts of the slab which are 50mm below main               BRACING NOTES
  designed to stand up by itself when it is partially complete. Consequently,                   slab/piers.                                                                               * Refer to Connection Details.
  construction bracing is critical during erection.                                             * Refer to separate sheet titled Slab Notes.                                              * Knee bracing clearance from FFL is X = Main Building: 2.881m.
  The owner has been requested to check off the BOM after the building                          * Refer to connection details.                                                             * All Cross Bracing is achieved with 1.2mm Strap G450.
  delivery. You should check that you are able to locate all materials nominated                * Pier design covers sites with a minimum of 100kPa safe bearing capacity soil             * Cross bracing is to be fixed taut and secured with 14.20 x 22 frame screws
  in the BOM. You should also confirm that the length and size (including                       classification A, S, M, H1 or H2 for a class 1a building.                                 at each end, quantity as per connection details.
  thickness), nominated in the BOM is what has been provided. Any missing                       * The footing designs have been calculated with adhesion values of 0kPa,                  * Fly bracing to be fixed to the purlins/girts on all mid portal rafters, columns
  items are the responsibility of the client once correct delivery has been                     25kPa and 50kPa for clay soils and dense sand soils only.                                 and end wall mullions. Fly bracing is to be fitted to every second purlin/girt, or,
  confirmed as per Terms and Conditions of Sale.                                                * A site specific geotechnical investigation has not been performed. The                  on every one, where the spacing between fly braces would exceed the
                                                                                                builder will need to verify the soil type and conditions.                                 maximum specified below for the relevant column/rafter size:
  DESIGN CRITERIA                                                                               * Site conditions different to those specified require a modified design.                         • C150 - maximum 1800mm spacing
                                                                                                * Sub grade shall be excavated and compacted to a minimum of 100%                                 • C200, C250 - maximum 2200mm spacing
  These building plans have been prepared to comply with the standards
                                                                                                standard dry density ratio and within 2% of the OMC to comply with AS2159.                        • C300 - maximum 2800mm spacing
  nominated in the engineer's letter. All plans are not to Scale.
                                                                                                * Designs are in accordance with AS 3600:2018                                                     • C350 - maximum 2800mm spacing
                                                                                                * All concrete to be in accordance with AS 3600:2018. Minimum 25 Mpa, with                        • C400 - maximum 2800mm spacing
  ADDITIONAL DOCUMENTATION TO BE SUPPLIED BY PURCHASER/OWNER                                    80mm slump.                                                                               Initial measurement is from the haunch of the column/rafter, and from the
                                                                                                * Piers should be cured for 7 days before commencing construction of the                  rafter for any end wall mullions.
  The Purchaser/Owner is responsible for:
                                                                                                building.                                                                                 * Where windows/GSD are placed in any bay where cross bracing is shown,
  *Provision of Soils Report for the site and in the building area on which the
                                                                                                *All dimensions are from center of columns.                                               then
  building is to be erected
                                                                                                                                                                                          a) this can be replaced by moving the bracing to another bay OR
  *Site/Drainage Plans
                                                                                                    Concrete Slab                                                                         b) due to the bracing provided by the window jambs, where space permits,
  *Any other plans not covered by these engineering plans requested by the
                                                                                                                                                                                          bracing should be placed under and over the window.
  local Council or the authority *Nomination of termite risk management
                                                                                                    For Class A or S Sites                                                                * All bracing strap ends to be located as close as practical to structural
  procedures to be undertaken in compliance with NCC Volume 2 Part 3.1.4
                                                                                                                                                                                          member's (columns, rafters, mullions) centerline.
  * Compliance with specific site constraints e.g.:                                                 * Slab thickness to be a minimum of 100mm. Slabs under 18m in length SL 72
         • local estate covenants, building envelopes, plan of development etc.                     mesh. Slabs upto 25m in length SL 82 mesh.
                                                                                                                                                                                          BOLTS
         • bushfire management requirements(NCC Volume 2 Part 3.10)                                 * Perimeter Beam - Depth of 300mm ; Bottom reinforcement of 3-L8TM
  *Energy efficiency assessment and compliance with all conditions thereof                          * Internal Beam - Not Required                                                        * Unless otherwise nominated, all bolts are grade 4.6
                                                                                                                                                                                          * All tensioned bolts shall be tensioned using the part turn method (refer to
  BUILDING CONSTRUCTION REQUIREMENTS                                                                For Class M Sites                                                                     AS4100). For the erector, full details are in the construction manual.

  The Purchaser/Owner is to be ensured that all building construction is carried                    * Slab thickness to be a minimum of 100mm. Slabs under 18m in length SL 72
                                                                                                    mesh. Slabs upto 25m in length SL 82 mesh.                                            OTHER MATERIALS NOTES
  out in accordance with the Plans, the Construction Manual and the Bill of
  Materials (BOM).                                                                                  * Perimeter Beam - Depth of 300mm ; Bottom reinforcement of 3-L8TM                    * All Sheeting, Flashing and framing screws are Climaseal 4.
                                                                                                    * Internal Beam - Depth of 300mm ; Bottom reinforcement of 3-L8TM                     * All purlin material has Z350 zinc coating with minimum strength of 450MPa.
  SLAB AND/OR PIER DETAILS - GENERAL                                                                ;Maximum spacing of 4m on the corners and then a maximum of 6.0m

  * The minimum size of Piers under the columns and End Wall Mullions are nominated                                                                                                       INTERNAL WALL AND FIXING DETAILS (BY OTHERS)
  on the Material Specifications Plan. When the slab and piers are poured as one pour,              For Class H1 Sites
  the depth of the pier is to the bottom of the slab.                                               * Slab thickness to be a minimum of 100mm. Slabs under 18m in length SL 72
                                                                                                    mesh. Slabs upto 25m in length SL 82 mesh.
                                                                                                     * Perimeter Beam - Depth of 400mm ; Bottom reinforcement of 3-L11TM
                                                                                                    * Internal Beam - Depth of 400mm ; Bottom reinforcement of 3-L11TM
                                                                                                    ;Maximum spacing of 4m on the corners and then a maximum of 5.0m




Revision           Date       Initial                                                                                                                                                                                     Apex Engineering Group PTY LTD
                                           Purchaser Name: Kari Goerlitz                                                                                                                                                  ACN 632 588 562
                                                                                                                                               General Notes                     Seller: Sheds n Homes Gympie             MIE Aust. (Registered NER Structural) 5276680
                                                                                                                                                                                                                          QLD : RPEQ No. 24223; TAS : 185770492; VIC : EC67493; N.T : 303557ES;
                                                                                                                                           NOT FOR CONSTRUCTION                  Name: Ultra Steel Structures Pty Ltd     Practising Professional Structural & Civil Engineers
                                           Site Address: 161 Cooroy Belli Creek Rd Cooroy QLD 4563 Australia                                                                     Phone: (07) 5408 2777

                                                                                                                                                     Page 1 of 2                 Fax:
                                                                                                                                                                                                                          Signature:                         J. Ronaldson
                                                                                                                                             ©Copyright Steelx IP Pty Ltd        Email: [email protected]
                                                                                                                                                                                                                                                             Date: 03/12/20
                                           Drawing # SGYM200126 - 2                   Print Date:    3/12/2020