PlanDocumentation 151082 05-07-2015 07-32-46-022

                                                                                                to the top of the slab.                                                                             * All purlin material has Z350 zinc coating with minimum strength of 450MPa.
 GENERAL NOTES                                                                                  C15012,C15024 - 300mm dia x 750mm deep, centered to the C Section
 These documents show the general arrangement of the building and include some items            Pier Reinforcement: No reinforcement required.
 not supplied (refer to the quotation for nomination of all items to be provided). All items    * Concrete piers under Roller Door Jambs to be a minimum size as below:
 not nominated therein shall be supplied and installed by others.                               C15015 - 300mm dia x 375mm deep, centered to the C Section
                                                                                                Where heavy traffic is to go through the roller door, it is recommended that the slab edge
 DESIGN CRITERIA                                                                                should be thickened to 200mm deep by 300mm wide for the length between the mullions.
                                                                                                Place an additional section of SL 72 mesh, 50mm from the base in all thickenings.
 These building plans have been prepared to comply with the standards nominated in the
 engineer's letter and itemised details in the attached Design Information Sheet.               For Class H1 or H2 Sites

 The plans provided here are the latest at the time of print. Earlier plans provided may        * Slab thickness to be a minimum of 125mm with SL 82 mesh and 40mm top cover.
 have become outdated due to engineering changes and should not be used. The plans and          * Edge beam 400mm deep x 300mm wide with Y12 3 bar Trench Mesh to the perimeter
 drawings are extensive and give all the information needed for a competent person to erect     of the building.
 the building. The building is not designed to stand up by itself when it is partially          * Thickening beams 400mm deep by 300mm wide with Y12 3 bar Trench Mesh at a max
 complete. Consequently, construction bracing is critical during erection.                      spacing of 6.2m.
                                                                                                * The minimum size of Piers under the columns and End Wall Mullions are nominated
 The owner has been requested to check off the BOM after the building delivery. You             below. When the slab and piers are poured as one pour, the depth of the pier is to the top
 should check that you are able to locate all materials nominated in the BOM. You should        of the slab.
 also confirm that the length and size (including thickness), nominated in the BOM is what      C15012,C15024 - 300mm dia x 1000mm deep, centered to the C Section
 has been provided. Any missing items are the responsibility of the client once correct         Pier Reinforcement: No reinforcement required.
 delivery has been confirmed as per Terms and Conditions of Sale.                               * Concrete piers under Roller Door Jambs to be a minimum size as below:
                                                                                                C15015 - 300mm dia x 500mm deep, centered to the C Section
 ADDITIONAL DOCUMENTATION TO BE SUPPLIED BY
 PURCHASER/OWNER
 The Purchaser/Owner is responsible for:                                                        BRACING NOTES
 *Provision of Soils Report for the site and in the building area on which the building is to
 be erected                                                                                     * Refer to Connection Details.
 *Site/Drainage Plans                                                                           * All bracing strap to be 32mm x 1.2mm G450
 *Any other plans not covered by these engineering plans requested by the local Council or      * Cross bracing is to be fixed taught and secured with 2 x 14.20 x 22 frame screws at
 the authority                                                                                  each end.
                                                                                                * Fly bracing to be fixed to the purlins/girts at all mid portal rafters, columns and end wall
 BUILDING CONSTRUCTION REQUIREMENTS                                                             mullions. The spacing between fly braces is determined by column/rafter sizes as follows:
 The Purchaser/Owner is to be ensured that all building construction is carried out in               C150 - maximum 1800mm spacing
                                                                                                     C200, C250 - maximum 2200mm spacing
 accordance with the Plans, the Construction Manual and the Bill of Materials (BOM).                 C300 - maximum 2800mm spacing
                                                                                                     C350 - maximum 3400mm spacing

 SLAB AND PIER DETAILS - GENERAL                                                                Initial measurement is from the haunch of the column/rafter, and from the rafter for any
                                                                                                end wall mullions.
 * Design covers sites with a minimum of 100kPa safe bearing capacity and of soil               * Where windows are placed in any bay where cross bracing is shown, then
 classifications of A, S, M, H1 or H2 for a class 10 building. Other than this, owner to        a) this can be replaced by moving the bracing to another bay OR
 provide slab and pier design details.                                                          b) due to the bracing provided by the window jambs, where space permits, bracing should
 * Designs are in accordance with AS 3600:2009                                                  be placed under and or over the window.
 * All concrete to be in accordance with AS 3600:2009. Minimum 25 Mpa, with 80mm                * All bracing strap ends to be located as close as practical to structural members (columns,
 slump.                                                                                         rafters, mullions) centerline.
 * Concrete should be cured for 7 days before commencing construction of the building.
 * Refer to connection details.
 * Where columns or end wall mullions have been removed, piers are not required.                BOLTS
 * End wall mullion spacing may move due to location of openings or doors. Check layout
 plan, and relocate piers as required.                                                          * Unless otherwise nominated, all bolts are grade 4.6 and zinc plated
                                                                                                * All tensioned bolts shall be tensioned using the part turn method (refer to AS4100). For
                                                                                                the erector, full details are in the construction manual.
 For Class A, S or M Sites
 * Slab thickness to be a minimum of 100mm with SL 72 mesh and 40mm top cover.                  OTHER MATERIALS NOTES
 * The minimum size of Piers under the columns and End Wall Mullions are nominated
 below. When the slab and piers are poured as one pour, the depth of the pier is                * All sheeting and flashing screws are class 3, all framing screws are class 3.


                                                                                                                                                                                                 SHOWERS ENGINEERING PTY LTD
Purchaser Name: Mens Shed Pomona                                                                                                                                                                 ACN: 075 007 144
                                                                                                                                                                                                 MIE Aust. (Registered NPER Structural & Civil) 321787
                                                                                                                                           Seller: Wide Span Sheds                               QLD : RPEQ No. 1547; VIC : EC24162; TAS : CC4600H; N.T : 46926ES;
                                                                                                                                           Steelx Pty Ltd                                        Practising Professional Structural & Civil Engineer
Site Address: School Street POMONA QLD Australia 4568                                                  General Notes                       Phone: 07 5657 8888
                                                                                                            Page 1of 1                     Fax: 07 5657 8899
                                                                                                                                           Email: [email protected]
                                                                                                                                                                                                 Signature:                       R.J. Showers Date: 07/05/15
Drawing # WSS151082 - 2                                 Print Date: 07/05/15