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SAMPLE REVIT DRAWINGS-SUNIT K DHINGRA-COMPLETE - EASTWOODS
- 1. A B CD 2 55 6 6 SUMP 1 SUMP 2 A B 275 275 275600 3293 2088 600 275 2 675 600 275 275 100 600 275 SSL 70775 1... All dimensions in millimetres unless otherwise. 2... All levels in metres above Ordnance Datum 3... For Location of sections Refer to Drg.37661/001 & 002 4... For reinforcement details refer to Drg.37661/ NOTE ALL CONCRETE IN BASEMENT RAFT SLAB, SUMP PIT AND BASEMENT RETAINING WALLS TO BE PUDLO WATER-TIGHT CONCRETE CONSTRUCTED STRICTLY IN ACCORDANCE WITH CURRENT PUDLO SYSTEM SPECIFICATION USING DETAILS CONFORMING TO CURRENT RECOMMENDATIONS AND REQUIREMENTS OF PUDLO CONCRETE KEY SYMBOL DESCRIPTION PUDLO CONCRETE NORMAL CONCRETE www.eastwoodandpartners.com mail@eastwoodandpartners.com St. Andrew's House 23 Kingfield Road Sheffield S11 9AS 0114 255 4330 0114 255 4554 Fax Tel Information within this drawing is not necessarily produced to scale. Always use figured dimensions and co-ordinates - if in doubt ask. NOTES A First Issue. REV DESCRIPTION SIG CHK DATE SCALE WHEN PLOTTED AT A1 DRAWING STATUS DRAWN CHECKED DATE E & P DRAWING NUMBER REV / BIM PROJECT DRAWING NUMBER Author Checker 06/18/15 BEWLEY HOMES HARTLEY WINTNEY PLOTS 1 & 2 SUMP PIT PLAN & DETAILS Project Status 37661 005 ENLARGED PLAN ON SUMP PITS SECTION 5 - 5 SECTION 6 - 6 Note: SUMP PIT SIZED FOR NEWTON TPW TITAN PRO WHITE PACKAGE PUMP SYSTEM. IF A DIFFERENT PACKAGED PUMP SYSTEM IS TO BE USED, CONTRACTOR SHOULD VERIFY SUMP PIT SIZE. 3D VIEW SECTION THROUGH SUMPS
- 2. SSL 70.400 SSL 70.775 TOC73.550 A 275 275 276 100 ENGINEERED TIMBER FLOOR JOISTS TO MANUFACTURERS DESIGN JOIST FIXED TO TIMBER PLATE USING JOIST HANGERS 250x50 TIMBER PLATE FIXED TO RC WALL USING HILTI M12 HAS-TZ RODS AT 400 c/c AND HILTI HVUADHESIVE DRAINED CAVITY SYSTEM BY OTHERS INSULATION TO ARCHITECTS DETAILS TO INSIDE FACE OF BASEMENT RC CONCRETE SLAB IN PUDLO WATER RETRAINT CONCRETE CAVITY TRAY CELLCORE HX S 160mm 9/13 ON ON 50mm CONCRETE BLINDING USING FN027 CONCRETE. 75mm THICK CLAYMASTER BY CORDEK OR EQUAL APPROVED COMPRESSIBLE MATERIAL PUDLO WATER RESISTING CONCRETE ANCON BRICK TIES ANCHORED INTO CAST-IN OMEGA CHANNEL MASS CONCRETE PADS OR TRENCHFILL FOUNDATIONS 5 004 1 138 JOIST FIXED TO TIMBER PLATE USING JOIST HANGERS 250x50 TIMBER PLATE FIXED TO RC WALL USING HILTI M12 HAS-TZ RODS AT 400 c/c AND HILTI HVUADHESIVE INSULATION TO ARCHITECTS DETAILS TO INSIDE FACE OF BASEMENT DRAINED CAVITY SYSTEM BY OTHERS FINISHES AND INSULATION TO ARCHITETCS DETAILS SSL 70400 275 A B 275 275 275 275 275 600 BITUTHENE LM TO CAVITY FACE OF INNER LEAF, TO BE LAPPED INTO PUDLO RC BASEMENT WALL LINKED TO CAVITY TRAY. ENGINEERED TIMBER FLOOR JOISTS TO MANUFACTURERS DESIGN SSL 73650 GROUND FLOOR JOISTS FIXED TO TIMBER PLATE USING JOIST HANGERS INSULATION TO ARCHITECTS DETAILS TO INSIDE FACE OF BASEMENT WALLS DRAINED CAVITY SYSTEM BY OTHERS SSL 70775 BASEMENT FLOOR FINISHES AND INSULATION TO ARCHITECTS DETAILS RC CONCRETE SLAB IN PUDLO WATER RESISTANT CONCRETE FFL 71000 150 KICKER 6 6 C 300 PLOT 1PLOT 2 SSL 70775 BASEMENT RC CONCRETE SLAB IN PUDLO WATER RESISTANT CONCRETE 275 CELLCORE HX S 160mm 9/13 ON 50mm CONCRETE BLINDING FINISHES AND INSULATION TO ARCHITECTS DETAILS TOC 73.550 A 275 ENGINEERED TIMBER FLOOR JOISTS TO MANUFACTURERS DESIGN JOIST FIXED TO TIMBER PLATE USING JOIST HANGERS 250x50 TIMBER PLATE FIXED TO RC WALL USING HILTI M12 HAS-TZ RODS AT 400 c/c AND HILTI HVUADHESIVE 1... All dimensions in millimetres unless otherwise. 2... All levels in metres above Ordnance Datum 3... For Location of sections Refer to Drg.37661/001 & 002 NOTE ALL CONCRETE IN BASEMENT RAFT SLAB, SUMP PIT AND BASEMENT RETAINING WALLS TO BE PUDLO WATER-TIGHT CONCRETE CONSTRUCTED STRICTLY IN ACCORDANCE WITH CURRENT PUDLO SYSTEM SPECIFICATION USING DETAILS CONFORMING TO CURRENT RECOMMENDATIONS AND REQUIREMENTS OF PUDLO CONCRETE KEY SYMBOL DESCRIPTION PUDLO CONCRETE NORMAL CONCRETE www.eastwoodandpartners.com mail@eastwoodandpartners.com St. Andrew's House 23 Kingfield Road Sheffield S11 9AS 0114 255 4330 0114 255 4554 Fax Tel Information within this drawing is not necessarily produced to scale. Always use figured dimensions and co-ordinates - if in doubt ask. NOTES A First Issue. REV DESCRIPTION SIG CHK DATE SCALE WHEN PLOTTED AT A1 DRAWING STATUS DRAWN CHECKED DATE E & P DRAWING NUMBER REV / BIM PROJECT DRAWING NUMBER Author Checker 06/17/15 BEWLEY HOMES HARTLEY WINTNEY SECTIONS Project Status 37661 004 SECTION 1 - 1 SECTION 2 - 2 SECTION 3-3 SECTION 4 - 4 JOIST BEARING DETAIL
- 3. A B CD 1 2 3 E 3293 2655 2655 37676969 3293 33 11 2 2 44 275mm THICK PUDLO CONCRETE RC SUSPENDED BASEMENT SLAB SSL 70.775 275mm THICK PUDLO CONCRETE RC SUSPENDED BASEMENT SLAB SSL 70.775 275mm THICK RC WALL-2 275mmTHICKRCWALL-1 275mmTHICKRCWALL-3 SUMP FOR DRAINAGE CAVITY REFER TO DRG. 37661/004 SUMP FOR DRAINAGE CAVITY REFER TO DRG. 37661/004 55 240 399 www.eastwoodandpartners.com mail@eastwoodandpartners.com St. Andrew's House 23 Kingfield Road Sheffield S11 9AS 0114 255 4330 0114 255 4554 Fax Tel Information within this drawing is not necessarily produced to scale. Always use figured dimensions and co-ordinates - if in doubt ask. NOTES A First Issue. REV DESCRIPTION SIG CHK DATE SCALE WHEN PLOTTED AT A1 DRAWING STATUS DRAWN CHECKED DATE E & P DRAWING NUMBER REV / BIM PROJECT DRAWING NUMBER Author Checker 06/19/14 BEWLEY HOMES HARTLEY WINTNEY BASEMENT PLAN Project Status 37661 003
- 4. A B CD 1 2 3 E 800 900 800 RC BASE TYPE 2 RC BASE TYPE 1 RC BASE TYPE 2 RC BASE TYPE 3 RC BASE TYPE 3 800 900 800 1400 ZONE FOR SERVICES ACCESS ZONEFORSERVICESACCESS 37676969 700 ZONEFORSERVICESACCESS 600 600 600 750825 3293 2655 2655 3293 PLOT 1 PLOT 2 466 LATERAL HEAVE PROTECTION 28134156 33 11 2 2 44 750mmWIDEMASSCONCRETETRENCHFILL 825mmWIDEMASSCONCRETETRENCHFILL MASS CONCRETE TRENCH FILLMASS CONCRETE TRENCH FILL 55 600 600 275275 675 275275 55 600 600 275275 675 275 275 IFL 70.00 OGL 74.50 FGL 73.65 IFL 70.20 OGL 74.00 FGL 73.65 IFL 70.00 OGL 73.50 FGL 73.65 IFL 69.70 OGL 73.00 FGL 73.65 IFL 69.40 OGL 72.35 FGL 73.65 IFL 69.50 OGL 73.00 FGL 73.65 IFL 68.60 OGL 70.70 FGL 71.00 IFL 68.85 OGL 70.95 FGL 71.00 1... All dimensions in millimetres unless otherwise. 2... All levels in metres above Ordnance Datum 3... This drawing is based on K.L. Skalka Architects DrawingBH338-S3-01 Rev D date 06/03/15. 4... Substructure design based on Geotechnical Report by Ground Investigation Services (Southern) Ltd, reference S. 4303 dated October 2013. 5... The following designated concrete mixes to be used: Mass Concrete Trenchfill - FND 2z Pad Bases Reinforced concrete Trenchfill - FND 2z 6... The polystyrene used as a precaution against soil heave must have a density no greater than 11kg/m³ and must be designated as highly compressible and suitable for this usage eg. Claymaster by Cordek Ltd (tel: 01403 799601) 7... Backfill to substructure walls should be left uncompacted 8... Footings for houses to extend to the deepest of the following: a) To the intended founding level (IFL) shown on plan b) To undisturbed natural ground with an allowable bearing capacity of 125kN/m² c) To a depth which will not surcharge adjacent drains or footings. 9... All substructure blockwork and mortar to be suitable for Design Sulphate Class DS2z and Aggressive Chemical Environment for Concrete AC-2z. 10...For Sections refer to drawing 37661/040 SETTING OUT ALL TRENCHFILL FOUNDATIONS TO BE 600mm WIDE AND CENTRED ON GRID LINES UNLESS NOTED OTHERWISE ALL CONCRETE PAD BASES REINFORCED & CENTRED ON GRID LINES UNLESS NOTED OTHERWISE FOUNDATION SCHEDULE MEMBER NAME MEMBER SIZE T.O.C LEVEL No.OFF BASE TYPE 1 1800x1800x400 THICK 70.4 1 BASE TYPE 2 1600x1600x400 THICK 70.4 2 BASE TYPE 3 1400x1400x400 THICK 70.4 4 www.eastwoodandpartners.com mail@eastwoodandpartners.com St. Andrew's House 23 Kingfield Road Sheffield S11 9AS 0114 255 4330 0114 255 4554 Fax Tel Information within this drawing is not necessarily produced to scale. Always use figured dimensions and co-ordinates - if in doubt ask. NOTES A First Issue. REV DESCRIPTION SIG CHK DATE SCALE WHEN PLOTTED AT A1 DRAWING STATUS DRAWN CHECKED DATE E & P DRAWING NUMBER REV / BIM PROJECT DRAWING NUMBER Author Checker 06/10/14 BEWLEY HOMES HARTLEY WINTNEY FOUNDATION Project Status 37661 002 BASE TYPE 2 BASE TYPE 1 BASE TYPE 2 FOUNDATION PLAN 3D VIEW SHOWING FOUNDATIONS
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