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UP 01 02 03 04 05 06 07 08 A B C D E F G H SSL 39.961 SSL 40.530 SSL 40.530 SSL 40.530 SSL 40.530 B V5-050 A V5-050 F V5-052 C V5-050 For details of the external slab and perimeter retaining walls refer to the Landscape Architects drawings SSL 40.530 SSL 40.530 SSL 40.530 1 1 4 4 4 4 4 1 1 4 SSL 39.930 SSL 40.530 250 RC retaining wall 250 RC wall SSL 40.530 4 E V5-051 D V5-051 CB2 CB2 CB2 CB2 Pool SSL 40.530 1 SSL 40.530 4 u nder R C1 SSL 39.755 1 Under Under Under SSL 40.530 1 SSL 40.530 1 SSL 40.530 4 Under 1 SSL 40.530 500 dp RC foundation under stair Purpose of Issue: Rev. Job Name: Drawing Title: RevDateDrawnEngAmendments PRELIMINARY www.hts.uk.com Drawing No. Scale: / 100mm @ A0 (50mm @ A2) at A0 This drawing is to be read in conjunction with all relevant Architects, Engineers and specialists drawings and specifications. Do not scale from this drawing in either paper or digital form. Use written dimensions only. To check drawing has been printed to the intended scale the above bar should be 100mm long @ A0 or 50mm long @ A2 NOTES 1 2 1 : 50 CHEVAL BLANC BODRUM, TURKEY FIVE BED VILLA - LOWER GROUND FLOOR PLAN 1209V5-020P1 N B1254 UC89 B2152 UC37 B3203 UC60 CB11200dp x 250wd RC beam CB2500dp x 250wd RC beam RSA1150x90x10 RSA welded to web of beam RSA2100x10x10 RSA resin fixed to RC structure S1152 UC37 strut BEAMS All structural drawings should be read in conjunction with HTS Structural Scheme Design Report and Structural Design Criteria Buildings are based on a specific building typology location and as such similar building foundation levels and details may vary. Refer to the site masterplan drawing 1209/MP-001 for exact building locations. All setting out and SLS levels TBC by the Architect All water and damp proofing to be to Architects details All external works, landscaping, paving etc. are to the landscape architects details All fire protection works are to the Architects details unless specifically noted otherwise 3 4 5 6 7 8 All pool design to be confirmed by a pool design specialist Substructure design is based on limited geotechnical information from nearby sites. Final structural design is to be confirmed pending site specific geotechnical information. Pad and strip footings are to be founded in soft volcanic rock (soil group B) with an assumed safe bearing capacity of 550kN/m2 Material grades: Concrete typically C30/37, Steel S275 u.n.o, Timber C24 u.n.o, Timber Glulam GL28h Concrete openings less than 300mm square are generally not shown on structural drawings. Refer to services engineers drawings All holes through the structure not shown on structural drawings must be agreed with the engineer. A specialist timber contractor should be appointed to provide technical advice as outlined in the HTS document “14-10-15 Timber roof design advice” 9 10 11 12 13 14 15 The local design engineer is responsible for submitting to the local authority all necessary structural drawings and calculations to the relevant design codes based on structural design intent information. All structural floor and roof systems are to be designed to transmit lateral loads back to reinforced concrete shear walls via diaphragm action The top of all foundations are to be a minimum of 500mm below existing ground level. All foundations are to bear directly against rock to the bottom face and all sides Backfill is to be placed in layers not more than 200mm in loose depth, compacted with heavy compaction equipment to 95 percent of the materials maximum dry density 15 16 17 18 1 225mm ground bearing RC slab on 50mm blinding LEGEND 2 3 250mm ground bearing RC slab on 50mm blinding 225mm RC slab 250mm RC slab 4 110mm Comflor 51 composite deck (1.2mm gauge) supported on shelf angles within the depth of the steel beam. 5 100x50 timber secondary beams @ 400mm c/c with plywood diaphragm glued and screwed to timber beams. Laps in plywood to be staggered across roof area 6 100x50 timber secondary beams @ 400mm c/c with plywood diaphragm glued and screwed to top face. Laps in plywood to be staggered across roof area 7 Drawings have been based on frozen architectural drawings issued on 06/10/14 RC1600 x 250mm RC column COLUMNS SUPERSTRUCTURE CHECKED - GC ROOF AWAITING CHECK JG P1 X SLS JG Preliminary issue
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