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DRAWING BY RM JAMES

DRAWING BY RM JAMES ARCHITECTS

c Copyright TIKANT Ltd c Copyright TIKANT Ltd 305x305x137 UC TOS=111.475 COLUMN ABOVE CROSS BRACING CROSS BRACING S±175kN COLUMN ABOVE SUPPORTING STEEL FRAME 254x146x37 UB TOS=111.475 203x203x86 UC TOS=111.475 254x146x31 UB TOS=113.182 M±10kNm M±10kNm 254x146x31 UB TOS=113.182 COLUMN ABOVE 203x133x25 UB TOS=113.132 203x133x25 UB TOS=113.132 254x146x31 UB TOS=113.182 M±10kNm M±10kNm 254x146x31 UB TOS=113.182 203x133x25 UB TOS=113.132 CROSS BRACING CROSS BRACING 203x133x25 UB TOS=113.132 203x133x25 UB TOS=113.132 203x133x25 UB TOS=113.132 203x133x25 UB TOS=113.132 203x133x25 UB TOS=113.132 254x146x31 UB TOS=113.182 203x133x25 UB TOS=113.132 CROSS BRACING 203x133x25 UB TOS=113.132 CROSS BRACING BELOW CROSS BRACING ABOVE CROSS BRACING KEY NOTE R INTERNAL SLAB EXTERNAL SLAB COLUMN RESTRAINT/TIES REQUIRED TBC INDICATES SPAN DIRECTION OF PRECAST HOLLOW CORE FLOORING ALL COLUMNS TO BE UC 203x203x46 UNLESS NOTED OTHERWISE CONNECTION LOADS KEY NOTE ALL CONNECTIONS SHALL HAVE A MINIMUM OF 2 NO BOLTS AND BE DESIGNED FOR A MINIMUM 100 KN (ULTIMATE) REACTION UNLESS NOTED OTHERWISE. (SHEAR=100kN OR AXIAL =100kN) ALL REACTIONS NOTED OTHERWISE (ULTIMATE) ARE SHOWN THUS: S ±**kN M ±**kN A ±**kN ALL BRACING TO BE DESIGNED FOR AN AXIAL LOAD OF 175kN UNO ALL BASEPLATES TO CONNECTED TO FOUNDATIONS WITH MIN. 4 HOLDING DOWN BOLTS POSITIONED TO MISS REINFORCEMENT IN THE RETAINING WALL WHERE APPLICABLE. ALL BASEPLATES TO BE DESIGNED FOR AN UPLIFT LOAD OF 200kN, SHEAR OF 100kN AND BEARING OF 275kN THE CONTRACTOR IS TO ENSURE THE TEMPORARY STABILITY OF THE STEEL FRAME PRIOR TO THE PLYWOOD DIAPHRAGM BEING INSTALLED EACH SHEET OF PLYWOOD TO BE MARKED 'STRUCTURAL DIAPHRAGM DO NOT REMOVE' FLOOR MOMENT CONNECTION INDICATES SPAN DIRECTION OF FLOOR JOIST 175X50 C16 AT 400 MM CENTRES ALL COLUMNS TO BE UC 203x203x46 UNLESS NOTED OTHERWISE CONNECTION LOADS ALL CONNECTIONS SHALL HAVE A MINIMUM OF 2 NO BOLTS AND BE DESIGNED FOR A MINIMUM 100 KN (ULTIMATE) REACTION UNLESS NOTED OTHERWISE. (SHEAR=100kN OR AXIAL =100kN) ALL REACTIONS NOTED OTHERWISE (ULTIMATE) ARE SHOWN THUS: S ±**kN M ±**kN A ±**kN ALL BRACING TO BE DESIGNED FOR AN AXIAL LOAD OF 175kN UNO A. DO NOT SCALE THIS DRAWING. ALL DIMENSIONS MUST BE CHECKED/ VERIFIED ON SITE. IF IN DOUBT ASK. B. THIS DRAWING IS TO BE READ IN CONJUNCTION WITH ALL RELEVANT ARCHITECTS, ENGINEERS AND SPECIALISTS DRAWINGS AND SPECIFICATIONS. C. ALL DIMENSIONS IN MILLIMETRES UNLESS NOTED OTHERWISE. ALL LEVELS IN METRES UNLESS NOTED OTHERWISE. D. ANY DISCREPANCIES NOTED ON SITE ARE TO BE REPORTED TO THE ENGINEER IMMEDIATELY. 1. IN THE ABSENCE OF A PROJECT SPECIFIC SPECIFICATION THE BASE SPECIFICATION FOR STRUCTURAL STEELWORK SHALL BE BS EN 1993 EUROCODE 3 'DESIGN OF STEEL STRUCTURES' AND THE 'NATIONAL STEELWORK SPECIFICATION' PRODUCED BY THE B.C.S.A. 2. STRUCTURAL STEELWORK TO BE GRADE S275 JR AND COLUMNS ARE TO BE GRADE S275 J2H UNLESS NOTED OTHERWISE 3. THE MINIMUM SPECIFICATION FOR BOLTS SHALL BE 8.8 AND ZINC PLATED FOR INTERNAL CONDITIONS ONLY. 4. BASEPLATE AND HOLDING DOWN BOLTS TO BE DESIGNED AND DETAILED BY THE STEELWORK SUB CONTRACTOR. 5. HOLDING DOWN BOLTS AND WASHER PLATES ARE TO BE SUPPLIED BY THE STEELWORK SUB CONTRACTOR. 6. ALL BEAMS/STANCHIONS SHALL BE LOCATED SYMMETRICALLY ON GRID LINES UNLESS NOTED OTHERWISE. 7. ALL PLAN DIMENSIONS ARE SHOWN TO CENTRE LINES OF BEAMS OR STANCHIONS UNLESS NOTED OTHERWISE. 8. FOR DETAILS OF FIRE PROTECTION TO STEELWORK REFER TO ARCHITECT'S DETAILS. 9. ALL STEELWORK BELOW GROUND LEVEL TO BE ENCASED WITH 100mm CONCRETE (MIX AS FOR FOUNDATIONS) AND WITH D49 WRAPPING FABRIC AS DIRECTED BY THE ENGINEER. 10. DESIGN OF ALL TEMPORARY WORKS, PROPPING AND BRACING SHALL BE THE RESPONSIBILITY OF THE STEELWORK SUB CONTRACTOR. 11. THE STEELWORK SUB CONTRACTOR SHALL NOT FORM ANY HOLES THROUGH STEEL MEMBERS OTHER THAN THOSE FOR CONNECTIONS WITHOUT THE WRITTEN APPROVAL OF THE ENGINEER. 12. WHERE DISSIMILAR STEELS ARE TO BE CONNECTED A SUITABLE ISOLATING MATERIAL SHALL BE INCORPORATED. 13. UNLESS OTHERWISE NOTED IN THE PROJECT SPECIFIC SPECIFICATION, PROTECTION TREATMENT OF STEELWORK SHALL BE IN ACCORDANCE WITH BRITISH STEELS 'PREVENTION OF CORROSION OF STRUCTURAL STEELWORK' APPROPRIATE SYSTEM. A MINIMUM STRUCTURAL LIFE OF 50 YEARS AND A FIRST MAJOR MAINTENANCE OF 15 YEARS IS TO BE ASSUMED. 14. ALL STEELWORK FACES ABOVE GROUND SLAB LEVEL WHICH ARE HIDDEN AND THEREFORE CANNOT BE MAINTAINED (EG, STEELWORK BUILT INTO CAVITY WALLS) TO BE GIVEN 2 COATS OF RIW 'LIQUID ASPHALTIC COMPOUND' BY THE PRINCIPAL CONTRACTOR. REFER TO THE ARCHITECTS DRAWINGS FOR THE EXTENT OF RIW COATINGS. RIW NOT TO BE USED ON STEEL SURFACES WHICH RECEIVE INTUMENSCENT OR OTHER COATINGS. 15. ALL EXTERNAL STEELWORK TO BE HOT DIPPED GALVANISED TO BS EN ISO 1461 UNLESS NOTED OTHERWISE. 16. THE STEELWORK SUB CONTRACTOR IS TO ENSURE THAT ANY SHOP OR SITE APPLIED PRIMERS ARE COMPATIBLE WITH ANY FINISHING, INTUMESCENT OR R.I.W. COATINGS WHICH MAY BE APPLIED BY THE PRINCIPAL CONTRACTOR. P3 31.01.2018 UPDATED TO SUIT FOUNDATION DESIGN SA JL P2 28.02.2017 UPDATED TO SUIT NEW ARCHITECTS GRID SA JL P1 23.12.2016 FIRST ISSUE NM JL Rev Date Details of issue / revision Drw Rev ISSUES & REVISIONS Client Project Title Drawing Title Scale 1:50 Drawn NM Size A1 Reviewed JL Drawing Status A. DO NOT SCALE THIS DRAWING. ALL DIMENSIONS MUST BE CHECKED/ VERIFIED ON SITE. IF IN DOUBT ASK. B. Drawing THIS DRAWING No. IS TO BE READ IN CONJUNCTION WITH ALL Revision RELEVANT ARCHITECTS, ENGINEERS AND SPECIALISTS DRAWINGS AND SPECIFICATIONS. C. ALL DIMENSIONS IN MILLIMETRES UNLESS NOTED OTHERWISE. ALL LEVELS IN METRES UNLESS NOTED OTHERWISE. D. ANY DISCREPANCIES NOTED ON SITE ARE TO BE REPORTED TO THE ENGINEER IMMEDIATELY. 1. IN THE ABSENCE OF A PROJECT SPECIFIC SPECIFICATION THE BASE SPECIFICATION FOR STRUCTURAL STEELWORK SHALL BE BS EN 1993 EUROCODE 3 'DESIGN OF STEEL STRUCTURES' AND THE 'NATIONAL STEELWORK SPECIFICATION' PRODUCED BY THE B.C.S.A. 2. STRUCTURAL STEELWORK TO BE GRADE S275 JR AND COLUMNS ARE TO BE GRADE S275 J2H UNLESS NOTED OTHERWISE 3. THE MINIMUM SPECIFICATION FOR BOLTS SHALL BE 8.8 AND ZINC PLATED FOR INTERNAL CONDITIONS ONLY. 4. BASEPLATE AND HOLDING DOWN BOLTS TO BE DESIGNED AND DETAILED BY THE STEELWORK SUB CONTRACTOR. 5. HOLDING DOWN BOLTS AND WASHER PLATES ARE TO BE SUPPLIED BY THE STEELWORK SUB CONTRACTOR. 6. ALL BEAMS/STANCHIONS SHALL BE LOCATED SYMMETRICALLY ON GRID LINES UNLESS NOTED OTHERWISE. 7. ALL PLAN DIMENSIONS ARE SHOWN TO CENTRE LINES OF BEAMS OR STANCHIONS UNLESS NOTED OTHERWISE. 8. FOR DETAILS OF FIRE PROTECTION TO STEELWORK REFER TO ARCHITECT'S DETAILS. 9. ALL STEELWORK BELOW GROUND LEVEL TO BE ENCASED WITH 100mm CONCRETE (MIX AS FOR FOUNDATIONS) AND WITH D49 WRAPPING FABRIC AS DIRECTED BY THE ENGINEER. 10. DESIGN OF ALL TEMPORARY WORKS, PROPPING AND BRACING SHALL BE THE RESPONSIBILITY OF THE STEELWORK SUB CONTRACTOR. 11. THE STEELWORK SUB CONTRACTOR SHALL NOT FORM ANY HOLES THROUGH STEEL MEMBERS OTHER THAN THOSE FOR CONNECTIONS WITHOUT THE WRITTEN APPROVAL OF THE ENGINEER. 12. WHERE DISSIMILAR STEELS ARE TO BE CONNECTED A SUITABLE ISOLATING MATERIAL SHALL BE INCORPORATED. 13. UNLESS OTHERWISE NOTED IN THE PROJECT SPECIFIC SPECIFICATION, PROTECTION TREATMENT OF STEELWORK SHALL BE IN ACCORDANCE WITH BRITISH STEELS 'PREVENTION OF CORROSION OF STRUCTURAL STEELWORK' APPROPRIATE SYSTEM. A MINIMUM STRUCTURAL LIFE OF 50 YEARS AND A FIRST MAJOR MAINTENANCE OF 15 YEARS IS TO BE ASSUMED. 14. ALL STEELWORK FACES ABOVE GROUND SLAB LEVEL WHICH ARE HIDDEN AND THEREFORE CANNOT BE MAINTAINED (EG, STEELWORK BUILT INTO CAVITY WALLS) TO BE GIVEN 2 COATS OF RIW 'LIQUID ASPHALTIC COMPOUND' BY THE PRINCIPAL CONTRACTOR. REFER TO THE ARCHITECTS DRAWINGS FOR THE EXTENT OF RIW COATINGS. RIW NOT TO BE USED ON STEEL SURFACES WHICH RECEIVE INTUMENSCENT OR OTHER COATINGS. 15. ALL EXTERNAL STEELWORK TO BE HOT DIPPED GALVANISED TO BS EN ISO 1461 UNLESS NOTED OTHERWISE. 16. THE STEELWORK SUB CONTRACTOR IS TO ENSURE THAT ANY SHOP OR SITE APPLIED PRIMERS ARE COMPATIBLE WITH ANY FINISHING, INTUMESCENT OR R.I.W. COATINGS WHICH MAY BE APPLIED BY THE PRINCIPAL CONTRACTOR. P3 28.02.2017 GENERAL UPDATES SA JL P2 17.02.2017 UPDATED TO SUIT NEW ARCHITECT GRIDS PRM SA P1 23.12.2016 FIRST ISSUE NM JL Rev Date Details of issue / revision Drw Rev ISSUES & REVISIONS Client Project Title Drawing Title Scale 1:50 Drawn NM Size A1 Reviewed JL Drawing Status Drawing No. Revision Residence At Gaulby Lane ,Stoughton , Leicester • Assisted in preparing full set of structural drawings . • Coordinated with the Architect to update the structural drawings with ongoing design changes. • Primarily focussed on the building and wall sections. • Prepared Reinforcement drawings for the retaining walls in the basement. 305x305x137 UC TOS=111.475 254x146x37 UB TOS=111.475 TOS=***.*** INDICATES TOP OF STEEL LEVEL GAULBY LANE, STOUGHTON UPPER GROUND FLOOR PRELIMINARY 16-2029 101 P3 ROOF LEVEL 203x102x25 UB TERRACE LEVEL 203x102x25 UB 203x102x25 UB 203x102x25 UB SECOND FLOOR LEVEL 203x102x25 UB 203x102x25 UB UPPER FIRST FLOOR 203x102x25 UB 203x102x25 UB 203x102x25 UB FIRST FLOOR LEVEL UPPER GROUND FLOOR LEVEL 203x133x25 UB TOS=113.132 254x254x73 UC TOS=113.182 254x254x73 UC TOS=113.182 203x133x25 UB TOS=113.132 203x133x25 UB TOS=113.132 TOS=***.*** INDICATES TOP OF STEEL LEVEL 203x203x46 UC 203x203x46 UC 203x203x46 UC 254x146x37 UB 203x203x46 UC GROUND FLOOR LEVEL BASEMENT LEVEL GARAGE LEVEL PFC 200x75x23 TOS=113.182 254x146x31 UB TOS=113.182 203x133x25 UB TOS=113.132 254x146x31 UB TOS=113.182 GAULBY LANE, STOUGHTON FIRST FLOOR PLAN PRELIMINARY 16-2029 102 P3

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