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600 VARIES (*) 300 300 225 CLT FRAME TO SPECIALIST'S DETAIL EXTERNAL MASONRY FINISHES TBC BY ARCHITECT (ASSUME 100mm SAND/CEMENT SCREED ON 125mm RIGID INSULATION) 175 1200g DPM ON 50mm SAND BLINDING 50mm CONCRETE BLINDING BELOW DOWNSTANDS ONLY 150mm DOT 1 BELOW BLINDING LAYERS GRANULAR FILL IN 225mm LAYERS - SEE PLAN FOR MINIMUM DEPTHS SECT. A-A : TYPICAL EXTERNAL WALL SECTION SECTION A1-A1 SIMILAR SEE NOTE SCALE 1:20 A252 TOP 30cov A393 BTM 40cov H10.200 H10.200 GEN 1 CAVITY FILL INSULATION TO ARCH'S DETAIL A252 T B785 B F.F.L. = + 9.580 77.5 TYP. (*) 225 S.S.L. = + 9.355 T.O.C. = + 9.055 175 THK SLAB 600 H16 H16 H16 30 300 (*) 300 (*) TOE / SLAB EDGE SETTING OUT: SEE BOXED xxx DIMENSIONS ON THIS SECTION. (*) = DIM VARIES O/A TOE WIDTH IS TYPICALLY 600mm BUT VARIES: TOE WIDTH INCREASES IN AREAS AS DIMENSIONED ON PLAN. SETTING OUT OF THE TOE / SLAB DOWN-STAND IS UNIFORM, AND SET OUT 30mm FROM FACE OF EXTERNAL CLT WALL AS SHOWN. ANY INCREASE IN THE TOE WIDTH IS EQUAL EACH SIDE OF THIS LINE . TOE DEPTH (SSL TO U/S OF TOE) IS CONSTANT ACROSS THE SLAB AT 600mm DEEP. NOTE: SECTION A1.-A1. SIMILAR. CAVITY BETWEEN CLT & EXTERNAL MASONRY OMITTED. TOE WIDTH REDUCED TO 450mm WD. & FACE OF DOWNSTAND SET OUT TO SUIT - FLUSH WITH MASONRY INNER FACE/ OUTER FACE OF CLT FACE OF DOWN-STAND INDICATED THUS ON PLAN 600 VARIES (*) 300 300 225 CLT FRAME TO SPECIALIST'S DETAIL EXTERNAL MASONRY FINISHES TBC BY ARCHITECT (SPRUNG FLOOR WITHIN HALL AREA) 175 1200g DPM ON 50mm SAND BLINDING 50mm CONCRETE BLINDING BELOW DOWNSTANDS ONLY 150mm DOT 1 BELOW BLINDING LAYERS GRANULAR FILL IN 225mm LAYERS - SEE PLAN FOR MINIMUM DEPTHS SECT. A2 - A2 : EXTERNAL WALL SECTION AT HALL SCALE 1:20 A252 TOP 30cov A393 BTM 40cov H10.200 H10.200 GEN 1 CAVITY FILL INSULATION TO ARCH'S DETAIL A252 T B785 B F.F.L. = + 9.580 77.5 TYP. (*) 225 S.S.L. = + 9.355 T.O.C. = + 9.055 175 THK SLAB 600 H16 H16 H16 30 300 (*) 300 (*) TOE / SLAB EDGE SETTING OUT: FOR ALL SETTING OUT NOTES REFER TO SECTION A-A FACE OF DOWN-STAND INDICATED THUS ON PLAN COURTYARD PRE-SCHOOL COURTYARD RECEPTION CLASSROOMS COURTYARD 226 m2 298 m2 175 1200g DPM ON 50mm SAND BLINDING 150mm DOT 1 BELOW BLINDING LAYERS GRANULAR FILL IN 225mm LAYERS - SEE PLAN FOR MINIMUM DEPTHS SECT. D - D : JOINT DETAIL SCALE 1:20 600/750 H10.200 H16 B785 B A252 TOP 30cov A393 BTM 40cov FINISHES TBC BY ARCHITECT (ASSUME 100mm SAND/CEMENT SCREED ON 125mm RIGID INSULATION) 175 THK SLAB F.F.L. = + 9.580 225 S.S.L. = + 9.355 600 '2:(/ %$56 600 LONG @ 300 c/c. HALF OF BAR TO BE DEBONDED OVER ONE SIDE OF JOINT. CLT FRAME 600/750 H10.200 H16 H16 H16 H16 H16 H10.200 H10.200 1200 / 1500 O/A BEAM WIDTH VARIES ALONG LINE OF JOINT, FROM 1200mm TO 1500mm - REFER TO PLAN Joint Indicated thus on Plan SECT. E-E : SECTION AT EXTERNAL COLUMN. SCALE 1:20 2125 600 225 CLT FRAME TO TIMBER SPECIALIST'S DETAIL EXTERNAL MASONRY FINISHES TBC BY ARCHITECT (ASSUME 100mm SAND/CEMENT SCREED ON 125mm RIGID INSULATION) 175 SLAB 1200g DPM ON 50mm SAND BLINDING 50mm CONCRETE BLINDING BELOW DOWNSTANDS ONLY 150mm DOT 1 BELOW BLINDING LAYERS GRANULAR FILL IN 225mm LAYERS - SEE PLAN FOR MINIMUM DEPTHS A252 TOP 30cov A393 BTM 40cov H10.200 H10.200 GEN 1 CAVITY FILL INSULATION TO ARCH'S DETAIL A252 T B785 B F.F.L. = + 9.580 225 S.S.L. = + 9.355 T.O.C. = + 9.055 825 H16 H16 H16 30 300 (*) T.O.C. = + 9.355 UPSTAND LOCAL TO EXTERNAL COLUMNS - SEE PLAN FOR DIMENSIONS FGL VARIES SEE ARCHITECT GLULAM COLUMN - REFER TO ARCHITECTS / TIMBER SPECIALIST'S DETAILED DRAWINGS FOR CONNECTION DETAIL 500 H10.200 CLT FRAME 175 1200g DPM ON 50mm SAND BLINDING 150mm DOT 1 BELOW BLINDING LAYERS GRANULAR FILL IN 225mm LAYERS - SEE PLAN FOR MINIMUM DEPTHS SECT. B-B : TYPICAL INTERNAL DOWNSTAND SECTION SCALE 1:20 VARIES 175 1200g DPM ON 50mm SAND BLINDING 150mm DOT 1 BELOW BLINDING LAYERS GRANULAR FILL IN 225mm LAYERS - SEE PLAN FOR MINIMUM DEPTHS SECT. C-C : ABUTMENT TO EXISTING WALLS SCALE 1:20 450 H10.200 H16 A252 TOP 30cov A393 BTM 40cov H10.200 1650 B785 B H10.200 B785 B A252 TOP 30cov A393 BTM 40cov F.F.L. = + 9.580 225 S.S.L. = + 9.355 FINISHES TBC BY ARCHITECT (ASSUME 100mm SAND/CEMENT SCREED ON 125mm RIGID INSULATION) FINISHES TBC BY ARCHITECT (ASSUME 100mm SAND/CEMENT SCREED ON 125mm RIGID INSULATION) 175 THK SLAB 175 THK SLAB F.F.L. = + 9.580 225 S.S.L. = + 9.355 425 600 EXISTING BUILDING H16 H16 H16 H16 H16 H10.200 = = C L INTERNAL SLAB DOWNSTANDS VARY IN WIDTH. TYPICALLY SET OUT CENTRAL TO INTERNAL CLT WALLS. INTERNAL DOWNSTAND DEPTH (SSL TO U/S OF TOE) IS CONSTANT ACROSS SLAB AT 600mm DEEP. 600 FACE OF ABUTMENT INDICATED THUS ON PLAN CLT FRAME 175 1200g DPM ON 50mm SAND BLINDING 150mm DOT 1 BELOW BLINDING LAYERS GRANULAR FILL IN 225mm LAYERS - SEE PLAN FOR MINIMUM DEPTHS SECT. B2 - B2 : TYPICAL INTERNAL DOWNSTAND SECTION AT HALL SCALE 1:20 VARIES H10.200 H16 A252 TOP 30cov A393 BTM 40cov H10.200 1650 B785 B F.F.L. = + 9.580 225 S.S.L. = + 9.355 FINISHES TBC BY ARCHITECT (ASSUME 100mm SAND/CEMENT SCREED ON 125mm RIGID INSULATION) 175 THK SLAB 425 H16 H16 = = C L SEE SETTING OUT NOTE ON SECTION B - B 600 FINISHES TBC BY ARCHITECT (SPRUNG FLOOR WITHIN HALL AREA) SECT. F - F : DETAIL AT INTERNAL COURT YARD CANOPY SCALE 1:20 INSULATION TO ARCH'S DETAIL 26 24 600 750 94 TBC 3327 482 TBC C L POST 50mm CONCRETE BLINDING BELOW PADS NOTE This drawing is not to be scaled. All dimensions to be checked on site and any discrepancies to be reported to the Mouchel office. All material is produced on behalf of Mouchel ltd. All drawings to be read in conjunction with specification where applicable. C MOUCHEL ltd. Based upon the ordnance Survey map with the permission of the Controller of Her Majesty's Stationery Office. Crown Copyright Licence No. LA076 49X. C Rev. Description Approved Checked Drawn Design Date The BTC, Bessemer Drive, Stevenage, Herts SG1 2DX Drawing No : Rev. No : Date : Scale : Design: Checked: Drawing Title : Mouchel Project No : Project : @ : Site Ref \ USRN : Client : Approved: Client Ref Number : Drawn: Tel : +44 (0) 161 3448731 Fax: (+44 (0) 1438 791051 building great relationships Kier Construction Hatton Park Primary School Proposed Extension RAFT FOUNDATIONS SECTIONS JP CJS JP JP May 2016 As Shown A1 S - S04 P1
