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1 2 3 4 5 A B V3A-050 A V3A-050 E 6 7 8 9 10 250 RC wall 250 RC wall 250 RC wall 250 RC wall 250 RC wall 250 RC wall 250 RC wall 250 RC wall 250 RC wall 250 RC wall 250 RC wall 250 RC wall 250 RC wall C V3A-050 E V3A-051 D V3A-051 1 F D C B o ver S C1 o ver S C1 o ver R C1 2 4 4 4 SSL 46.130 SSL 46.130 SSL 46.130 SSL 46.130 SSL 45.655 1 1 1 1 1 1 SSL 46.130 SSL 46.130 SSL 46.130 SSL 46.130 SSL 46.130 800wd x 500dp RC strip footing 800wd x 500dp RC strip footing 500wd x 300dp suspended RC service trench 500wd x 300dp ground bearing RC service trench Openings along slab edge for pool drainage to be co- ordinated with the Architect and specialist pool contractor 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 THREE BED VILLA - LOWER GROUND FLOOR PLAN 1209V3A-020P2 P1 18.09.14 SLS SM PRELIMINARY ISSUE RC1250x500 RC Column SC1203 UC60 COLUMNS CB1250 x 500dp RC Beam 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 P2 20.10.14 SLS SM Revised geneally Drawings have been based on frozen architectural drawings issued on 06/10/14 and roof details awaiting conformation from the Architects CHECK AND VERIFIED BY JG ISSUED TO TEAM ROOF MODEL OUTSTANDING
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