001 - ABR
- 1. 6 S/01 1 S/01 3 S/03 CONTIGUOUS PILES PILECAP 4320x3270x900DP 4 S/04 2 S/02 SCALE 1:50 LOWER BASEMENT LAYOUT SSL -10.345 SSL -10.345 SSL -10.345 SSL -10.795 SSL -10.795 750x600 GROUND BEAM 750x600 GROUND BEAM 750x600 DEEP GROUND BEAM UNDER 750x600 DEEP GROUND BEAM 750x600 DEEP GROUND BEAM RC WALL RC WALL RC WALL RC WALL 750x600 mm GROUND BEAM SSL -10.345 SSL -10.345 15 16 1 2 3 4 5 6 17 18 19 20 21 22 2324 101112 25 13 14 101 102 103 104 105 106 107 108 109 110 111 112 113 114 115 116 117 118 119 120 121 123 122 124 125 126 127 128 129 130 131 132 133 134 135 136 137 138 139 140 141 3534 33 32 26 27 28 293031 PILECAP 4320x3270x900DP 7 S/04 SSL -10.345 SSL -10.345 SSL -10.345 142 144 143 145 146 147 148 5 S/04 8 S/04 150 149 8 9 7 DRAINAGE LAYOUT TO BE REVISED UP PILE LOADING PILE REFERENCE MAX VERTICAL DOWNWARD LOAD ( kN ) UNFACTORED MAX VERTICAL UPLIFT LOAD ( kN ) UNFACTORED 1 925 - 2 925 50 3 950 - 4 950 - 5 1225 - 6 1225 - 7 1225 - 8 850 - 9 1225 - 10 1225 - 11 1225 - 12 950 - 13 950 - 14 925 50 15 925 - 16 850 125 17 850 400 18 850 400 19 850 400 20 625 - 21 625 - 22 625 - 23 75 - 24 75 - 25 75 - 26 625 - 27 625 - 28 625 - 29 75 - 30 75 - 31 75 - 32 300 - 33 300 - 34 300 - 35 300 - PILE LOADING PILE CO-ORDINATES PILE REFERENCE MAX VERTICAL DOWNWARD LOAD ( kN ) UNFACTORED MAX VERTICAL UPLIFT LOAD ( kN ) UNFACTORED NORTHING EASTING 101 75 - 179261.870 525290.050 102 75 - 179262.180 525289.902 103 75 - 179262.490 525289.754 104 75 - 179262.799 525289.606 105 75 - 179263.109 525289.458 106 75 - 179263.419 525289.310 107 75 - 179263.729 525289.163 108 75 - 179264.038 525289.015 109 75 - 179264.348 525288.867 110 75 - 179264.191 525288.545 111 75 - 179264.035 525288.224 112 75 - 179263.878 525287.902 113 75 - 179263.722 525287.581 114 75 - 179264.047 525287.424 115 75 - 179264.373 525287.268 116 75 - 179264.699 525287.112 117 75 - 179265.024 525286.956 118 75 - 179265.350 525286.800 119 75 - 179265.676 525286.643 120 75 - 179266.002 525286.487 121 75 - 179266.328 525286.331 122 75 - 179266.654 525286.175 123 75 - 179266.979 525286.018 124 75 - 179267.306 525285.863 125 75 - 179267.454 525286.168 126 75 - 179267.600 525286.468 127 75 - 179267.747 525286.768 128 75 - 179267.893 525287.068 129 75 - 179268.214 525286.911 130 75 - 79268.537 525286.754 131 75 - 179268.875 525286.590 132 75 - 179269.213 525286.425 133 75 - 179269.566 525286.254 134 75 - 179269.904 525286.089 135 75 - 179270.242 525285.925 136 75 - 179270.580 525285.761 137 75 - 179270.917 525285.596 138 75 - 179271.255 525285.432 139 75 - 179271.593 525285.267 140 75 - 179271.747 525285.584 141 75 - 179271.902 525285.901 142 75 - 179272.056 525286.217 143 75 - 179272.210 525286.534 144 75 - 179272.518 525286.385 145 75 - 179272.825 525286.235 146 75 - 179273.132 525286.086 147 75 - 179273.439 525285.937 148 75 - 179273.747 525285.787 149 75 - 179274.054 525285.638 150 75 - 179274.361 525285.489 DO NOT SCALE FROM THIS DRAWING THE CONTRACTOR IS RESPONSIBLE FOR VERIFYING ALL SITE DIMENSIONS BEFORE COMMENCING ANY WORK ALL DIMENSIONS IN mm UNLESS OTHERWISE NOTED ALL DIMENSIONS AND LEVELS TO BE CONFIRMED BY ARCHITECT SETTING OUT TO BE CONFIRMED ON SITE FIDEL KARIM STRUCTURAL DRAWINGS SCALEPAPER SIZEDATE DRAWN CHECKED DESCRIPTIONDATEREV THIS DRAWING IS SUBJECT TO COPYRIGHT - 37& 39 LONDON, W8 04/08/2014 LOWER BASEMENT LAYOUT GA/01 P6 - FK -- A1 1:50 P1 04/08/14 INITIAL ISSUE P2 03/12/14 REVISED AS CLOUDED P3 21/01/15 DIMENSIONS REMOVED P4 06/07/15 GENERAL REVISIONS P5 14/07/15 REVISED AS CLOUDED P6 13/08/15 LIFT & WALL POSITIONS REVISED KEY NEW LOAD BEARING STUD PARTITION NEW LOAD BEARING BRICKWORK EXISTING WALL NEW LOAD BEARING CONCRETE WALL NEW NON-LOAD BEARING STUD WALL NEW LOAD BEARING BLOCKWORK NEW NON-LOAD BEARING BLOCKWORK
- 2. UP UP UP UP UP UP 1 S/01 6 S/01 3 S/03 WALL TIED TO PILES 2 S/02 4 S/04 SCALE 1:50 MIDDLE BASEMENT LAYOUT WALL UNDER SSL -7.620 SSL -7.620 SERVICES VOID SERVICES VOID RC WALL RC WALL 200mm RC WALL UNDER 200mm RC WALL UNDER 200mm RC WALL UNDER SSL -10.040 200 RC WALL 200mm RC WALL RC WALL SSL -10.040 SSL -8.970 SSL -8.970 ALLOW 50% MAXIMUM CLEAR VOID FOR SERVICES ( HIT & MISS) WALL UNDER 200mm RC WALL UNDER 3534 33 32 ALLOW 50% MAXIMUM CLEAR VOID FOR SERVICES ( HIT & MISS) RC WALL 300 RC WALL 7 S/04 5 S/04 8 S/04SSL -8.970 SSL -7.620 SSL -7.620 SSL -8.970 SSL -7.620 SSL -7.620 UP RCB19 RCB20 RCB21 RCB22 RC BEAM SCHEDULE BEAM REF. SIZE (mm) COMMENTS RCB 1 350x800 DP - RCB 2 350x800 DP - RCB 3 300x1000 DP - RCB 4 300x1225 DP - RCB 5 300x300 DP - RCB 6 300x300 DP - RCB 7 300x300 DP - RCB 8 300x1000 DP - RCB 9 300x1225 DP - RCB 10 300x300 DP - RCB 11 300x300 DP - RCB 12 300x300 DP - RCB 13 300x300 DP - RCB 14 300x300 DP * RCB 15 200x300 DP - RCB 16 200x300 DP - RCB 17 200x300 DP - RCB 18 200x300 DP - RCB 19 300x300 DP - RCB 20 200x300 DP - RCB 21 300x300 DP - RCB 22 200x300 DP - DO NOT SCALE FROM THIS DRAWING THE CONTRACTOR IS RESPONSIBLE FOR VERIFYING ALL SITE DIMENSIONS BEFORE COMMENCING ANY WORK ALL DIMENSIONS IN mm UNLESS OTHERWISE NOTED ALL DIMENSIONS AND LEVELS TO BE CONFIRMED BY ARCHITECT SETTING OUT TO BE CONFIRMED ON SITE FIDEL KARIM STRUCTURAL DRAWINGS SCALEPAPER SIZEDATE DRAWN CHECKED DESCRIPTIONDATEREV THIS DRAWING IS SUBJECT TO COPYRIGHT - -- 04/08/2014 MIDDLE BASEMENT LAYOUT GA/02 P5 - FK -- A1 1:50 P1 04/08/14 INITIAL ISSUE P2 03/12/14 REVISED AS CLOUDED P3 06/07/15 GENERAL REVISION P4 14/07/15 REVISED AS CLOUDED P5 13/08/15 LIFT & WALL POSITIONS REVISED KEY NEW LOAD BEARING STUD PARTITION NEW LOAD BEARING BRICKWORK EXISTING WALL NEW LOAD BEARING CONCRETE WALL NEW NON-LOAD BEARING STUD WALL NEW LOAD BEARING BLOCKWORK NEW NON-LOAD BEARING BLOCKWORK
- 3. UP 3 S/03 6 S/01 1 S/01 2 S/02 4 S/04 SCALE 1:50 UPPER BASEMENT LAYOUT SSL -4.320 SSL -4.320 SSL -4.320 SSL -4.320 WALL TIED TO PILES RC WALL RC WALL RC WALL RC WALL ALLOW 50% MAXIMUM CLEAR VOID FOR SERVICES ( HIT & MISS) ALLOW 50% MAXIMUM CLEAR VOID FOR SERVICES ( HIT & MISS) RCB13 RCB14 5 S/04 10 S/01 EXTEND SLAB TO FACE OF PILES AND TIE IN FOR LIGHTWELL STRATEGY REFER TO GROUND FLOOR PLANS FOR LIGHTWELL STRATEGY REFER TO GROUND FLOOR PLANS UP RCB15 RCB16 RCB17 RCB18 12 D/01 UP UP RC BEAM SCHEDULE BEAM REF. SIZE (mm) COMMENTS RCB 1 350x800 DP - RCB 2 350x800 DP - RCB 3 300x1000 DP - RCB 4 300x1225 DP - RCB 5 300x300 DP - RCB 6 300x300 DP - RCB 7 300x300 DP - RCB 8 300x1000 DP - RCB 9 300x1225 DP - RCB 10 300x300 DP - RCB 11 300x300 DP - RCB 12 300x300 DP - RCB 13 300x300 DP - RCB 14 300x300 DP * RCB 15 200x300 DP - RCB 16 200x300 DP - RCB 17 200x300 DP - RCB 18 200x300 DP - RCB 19 300x300 DP - RCB 20 200x300 DP - RCB 21 300x300 DP - RCB 22 200x300 DP - DO NOT SCALE FROM THIS DRAWING THE CONTRACTOR IS RESPONSIBLE FOR VERIFYING ALL SITE DIMENSIONS BEFORE COMMENCING ANY WORK ALL DIMENSIONS IN mm UNLESS OTHERWISE NOTED ALL DIMENSIONS AND LEVELS TO BE CONFIRMED BY ARCHITECT SETTING OUT TO BE CONFIRMED ON SITE FIDEL KARIM STRUCTURAL DRAWINGS SCALEPAPER SIZEDATE DRAWN CHECKED DESCRIPTIONDATEREV THIS DRAWING IS SUBJECT TO COPYRIGHT - -- 04/08/2014 UPPER BASEMENT LAYOUT GA/03 P4 - FK -- A1 1:50 P1 04/08/14 INITIAL ISSUE P2 03/12/14 REVISED AS CLOUDED P3 06/07/15 GENERAL REVISIONS P4 14/07/15 REVISED WHERE CLOUDED P4 13/08/15 LIFT & WALL POSITIONS REVISED KEY NEW LOAD BEARING STUD PARTITION NEW LOAD BEARING BRICKWORK EXISTING WALL NEW LOAD BEARING CONCRETE WALL NEW NON-LOAD BEARING STUD WALL NEW LOAD BEARING BLOCKWORK NEW NON-LOAD BEARING BLOCKWORK
- 4. UP UP 6 S/01 1 S/01 2 S/02 3 S/03 SCALE 1:50 GROUND FLOOR LAYOUT SSL -0.165 SSL -0.165 600x600 CAPPING BEAM SSL -0.705 200 RC WALL UNDER SSL -1.090 SSL -1.090 GLAZING BY OTHERS GLAZING BY OTHERS RCB1 200 RC WALL UNDER ALLOW 50% MAXIMUM CLEAR VOID FOR SERVICES ( HIT & MISS) C5 C4 C3 C10 C8 C1 300 mm RC SLAB ALLOW 50% MAXIMUM CLEAR VOID FOR SERVICES ( HIT & MISS) 200 RC WALL UNDER 200 RC WALL UNDER C2 C7 C6 C9 RCB2 RCB4 RCB 3 RCB5 RCB 7 RCB6 RCB9 RCB10 RCB 8 RCB12 RCB11 LIGHTWELL POSITION ON APPROVED LAYOUT AND AS PREFERRED BY PLANNERS IN PRE-APPLICATION LETTER LIGHTWELL POSITION ON APPROVED LAYOUT AND AS PREFERRED BY PLANNERS IN PRE-APPLICATION LETTER 9 S/01 5 S/04 4 S/04 OPENING FOR FUTURE LIFT OPENING FOR FUTURE LIFT 11 S/01 UP VOID VOID SSL -0.705 UP UP UP UP STEEL BEAM SCHEDULE BEAM REF. SIZE (mm) COMMENTS B109 NOT USED - B110 NOT USED - B111 203 UC 46 - B112 203 UC 46 - B113 152 UC 30 - B114 152 UC 30 - B115 152 UC 30 - B116 152 UC 30 - B117 152 UC 30 - B118 152 UC 30 - B119 NOT USED - B120 NOT USED - B121 NOT USED - B122 NOT USED - B123 NOT USED - B124 NOT USED - B125 NOT USED - B126 NOT USED - RC BEAM SCHEDULE BEAM REF. SIZE (mm) COMMENTS RCB 1 350x800 DP - RCB 2 350x800 DP - RCB 3 300x1000 DP - RCB 4 300x1225 DP - RCB 5 300x300 DP - RCB 6 300x300 DP - RCB 7 300x300 DP - RCB 8 300x1000 DP - RCB 9 300x1225 DP - RCB 10 300x300 DP - RCB 11 300x300 DP - RCB 12 300x300 DP - RCB 13 300x300 DP - RCB 14 300x300 DP * RCB 15 200x300 DP - RCB 16 200x300 DP - RCB 17 200x300 DP - RCB 18 200x300 DP - RCB 19 300x300 DP - RCB 20 200x300 DP - RCB 21 300x300 DP - RCB 22 200x300 DP - STEEL COLUMN SCHEDULE STEEL MARK SIZE (mm) COMMENTS C1 70x70x6 SHS - C2 70x70x6 SHS - C3 70x70x6 SHS - C4 70x70x6 SHS - C5 70x70x6 SHS - C6 70x70x6 SHS - C7 70x70x6 SHS - C8 70x70x6 SHS - C9 70x70x6 SHS - C10 70x70x6 SHS - C11 NOT USED - C12 NOT USED - C13 NOT USED - C14 NOT USED - PADSTONE SCHEDULE PADSTONE MARK LENGTH WIDTH DEPTH PS 220 100 100 PS1 220 100 100 PS2 220 100 100 DO NOT SCALE FROM THIS DRAWING THE CONTRACTOR IS RESPONSIBLE FOR VERIFYING ALL SITE DIMENSIONS BEFORE COMMENCING ANY WORK ALL DIMENSIONS IN mm UNLESS OTHERWISE NOTED ALL DIMENSIONS AND LEVELS TO BE CONFIRMED BY ARCHITECT SETTING OUT TO BE CONFIRMED ON SITE FIDEL KARIM STRUCTURAL DRAWINGS SCALEPAPER SIZEDATE DRAWN CHECKED DESCRIPTIONDATEREV THIS DRAWING IS SUBJECT TO COPYRIGHT - -- 04/08/2014 GROUND FLOOR LAYOUT GA/04 P6 - FK -- A1 AS SHOWN P1 04/08/14 INITIAL ISSUE P2 03/12/14 REVISED AS CLOUDED P3 21/01/15 BEAMS ADDED P4 06/07/15 GENERAL REVISONS P5 14/07/15 REVISED AS CLOUDED P6 13/08/15 LIFT & WALL POSITIONS REVISED KEY NEW LOAD BEARING STUD PARTITION NEW LOAD BEARING BRICKWORK EXISTING WALL NEW LOAD BEARING CONCRETE WALL NEW NON-LOAD BEARING STUD WALL NEW LOAD BEARING BLOCKWORK NEW NON-LOAD BEARING BLOCKWORK
- 5. SCALE 1:50 FIRST FLOOR LAYOUT B16 PS PS C3 FUTURE OPENING FOR LIFT B13 B7 SPREADER PSPS B12 B11 B14 B10 B6 C4 UNDER C5 UNDER B20 B3 PS PS B4 PSPS GLAZING BY OTHERS PS SFL +2.280 B22B21 PS B25 B26 C10 UNDER B5 B28 B27 PS C8 B42 B35 B30 SPREADER B38 CRANKED STAIRCASE BEAMS TBC PS B39 B37 B40 C2 UNDER C1 UNDER C7 UNDER C6 UNDER C9 UNDER SERVICE VOID150x63 C16 TIMBERS @400 CRS PS B18 B17 B19 B43 B15 B9 PS B41 B36 B32 B31 B33 B34 150x63 C16 TIMBERS @400 CRS B8 SPREADER B44 B29 FUTURE OPENING FOR LIFT PS PS PS PS PS GLAZING BY OTHERS VOID VOID CRANKED STAIRCASE BEAMS TBC PS PS PS PS B112 SFL +2.280 SFL +2.280 SFL +2.280 SERVICE VOID JULIET BALCONY BY SPECIALIST LINTEL BEAM JULIET BALCONY BY SPECIALIST LINTEL BEAM LINTEL BEAM LINTEL BEAM VOID VOID B?? UP UP UP UP PS STEEL BEAM SCHEDULE BEAM REF. SIZE (mm) COMMENTS B1 NOT USED - B2 NOT USED - B3 152 UC 30 - B4 152 UC 30 - B5 203 UC 46 - B6 203 UC 46 - B7 125x65x15 PFC B8 125x65x15 PFC B9 100x50x10 PFC B10 100x50x10 PFC B11 100x50x10 PFC B12 100x50x10 PFC B13 152 UC 23 - B14 100x50x10 PFC B15 100x50x10 PFC B16 126x65x15 PFC B17 100x50x10 PFC B18 100x50x10 PFC B19 100x50x10 PFC B20 152 UC 30 - B21 125x65x15 PFC B22 125x65x15 PFC B23 NOT USED - B24 NOT USED - B25 152 UC 30 - B26 203 UC 46 - B27 203 UC 46 - PADSTONE SCHEDULE PADSTONE MARK LENGTH WIDTH DEPTH PS 220 100 100 PS1 220 100 100 PS2 220 100 100 STEEL COLUMN SCHEDULE STEEL MARK SIZE (mm) COMMENTS C1 70x70x6 SHS - C2 70x70x6 SHS - C3 70x70x6 SHS - C4 70x70x6 SHS - C5 70x70x6 SHS - C6 70x70x6 SHS - C7 70x70x6 SHS - C8 70x70x6 SHS - C9 70x70x6 SHS - C10 70x70x6 SHS - C11 NOT USED - C12 NOT USED - C13 NOT USED - C14 NOT USED - STEEL BEAM SCHEDULE BEAM REF. SIZE (mm) COMMENTS B28 152 UC 30 - B29 125x65x15 PFC B30 125x65x15 PFC B31 100x50x10 PFC B32 100x50x10 PFC B33 100x50x10 PFC B34 100x50x10 PFC B35 152 UC 37 - B36 100x50x10 PFC B37 100x50x10 PFC B38 152 UC 23 - B39 100x50x10 PFC B40 100x50x10 PFC B41 100x50x10 PFC B42 125x65x15 PFC B43 125x65x15 PFC B44 125x65x15 PFC B45 152 UC 30 - B46 100x50x10 PFC B47 100x50x10 PFC B48 152 UC 30 - B49 152 UC 30 - B50 100x50x10 PFC B51 100x50x10 PFC B52 152 UC 30 - B53 203 UC 71 - B54 100x50x10 PFC STEEL BEAM SCHEDULE BEAM REF. SIZE (mm) COMMENTS B55 100x50x10 PFC B56 100x50x10 PFC B57 100x50x10 PFC B58 100x50x10 PFC B59 125x65x15 PFC B60 100x50x10 PFC B61 100x50x10 PFC B62 152 UC 30 - B63 152 UC 30 - B64 152 UC 30 - B65 100x50x10 PFC B66 100x50x10 PFC B67 152 UC 30 - B68 152 UC 30 - B69 100x50x10 PFC B70 100x50x10 PFC B71 152 UC 30 - B72 203 UC 71 - B73 125x65x15 PFC B74 100x50x10 PFC B75 100x50x10 PFC B76 125x65x15 PFC B77 100x50x10 PFC B78 100x50x10 PFC B79 100x50x10 PFC B80 125x65x15 PFC B81 152 UC 30 - STEEL BEAM SCHEDULE BEAM REF. SIZE (mm) COMMENTS B82 152 UC 30 - B83 100x50x10 PFC B84 152 UC 37 - B85 152 UC 37 - B86 152 UC 37 - B87 100x50x10 PFC B88 152 UC 37 - B89 152 UC 37 - B90 152 UC 37 - B91 152 UC 37 - B92 152 UC 37 - B93 152 UC 37 - B94 152 UC 37 - B95 152 UC 37 - B96 152 UC 37 - B97 100x50x10 PFC B98 100x50x10 PFC B99 100x50x10 PFC B100 100x50x10 PFC B101 100x50x10 PFC B102 100x50x10 PFC B103 100x50x10 PFC B104 100x50x10 PFC B105 100x50x10 PFC B106 100x50x10 PFC B107 100x50x10 PFC B108 100x50x10 PFC STEEL BEAM SCHEDULE BEAM REF. SIZE (mm) COMMENTS B109 NOT USED - B110 NOT USED - B111 203 UC 46 - B112 203 UC 46 - B113 152 UC 30 - B114 152 UC 30 - B115 152 UC 30 - B116 152 UC 30 - B117 152 UC 30 - B118 152 UC 30 - B119 NOT USED - B120 NOT USED - B121 NOT USED - B122 NOT USED - B123 NOT USED - B124 NOT USED - B125 NOT USED - B126 NOT USED - RC BEAM SCHEDULE BEAM REF. SIZE (mm) COMMENTS RCB 1 350x800 DP - RCB 2 350x800 DP - RCB 3 300x1000 DP - RCB 4 300x1225 DP - RCB 5 300x300 DP - RCB 6 300x300 DP - RCB 7 300x300 DP - RCB 8 300x1000 DP - RCB 9 300x1225 DP - RCB 10 300x300 DP - RCB 11 300x300 DP - RCB 12 300x300 DP - RCB 13 300x300 DP - RCB 14 300x300 DP * RCB 15 200x300 DP - RCB 16 200x300 DP - RCB 17 200x300 DP - RCB 18 200x300 DP - RCB 19 300x300 DP - RCB 20 200x300 DP - RCB 21 300x300 DP - RCB 22 200x300 DP - DO NOT SCALE FROM THIS DRAWING THE CONTRACTOR IS RESPONSIBLE FOR VERIFYING ALL SITE DIMENSIONS BEFORE COMMENCING ANY WORK ALL DIMENSIONS IN mm UNLESS OTHERWISE NOTED ALL DIMENSIONS AND LEVELS TO BE CONFIRMED BY ARCHITECT SETTING OUT TO BE CONFIRMED ON SITE FIDEL KARIM STRUCTURAL DRAWINGS SCALEPAPER SIZEDATE DRAWN CHECKED DESCRIPTIONDATEREV THIS DRAWING IS SUBJECT TO COPYRIGHT - -- 04/08/2014 FIRST FLOOR LAYOUT GA/05 P6 - FK -- A1 AS SHOWN P1 04/08/14 INITIAL ISSUE P2 03/12/14 REVISED AS CLOUDED P3 21/01/15 SCHEDULES REVISED P4 06/07/15 GENERAL REVISIONS P5 14/07/15 REVISED WHERE CLOUDED P6 13/08/15 LIFT & WALL POSITIONS REVISED KEY NEW LOAD BEARING STUD PARTITION NEW LOAD BEARING BRICKWORK EXISTING WALL NEW LOAD BEARING CONCRETE WALL NEW NON-LOAD BEARING STUD WALL NEW LOAD BEARING BLOCKWORK NEW NON-LOAD BEARING BLOCKWORK
- 6. SCALE 1:50 SECOND FLOOR LAYOUT UP UP UP UP C8 UNDER B81B80 B76 B78 B75 B73 SPREADER B54 SPREADER B71B52 B49B68 B67 B64 B48 B45 B46 B47 B66 B65 B70 B69 B51 B50 B72B53 C3 UNDER B62B63 B59 PS PS PS PS PS PS PS PS PS PS PS PS PS PS B77 B79 B74 B57 B58 B60 B56 B61 B55 PSPSPS PS PS PS PS B81 B82 PS PS PS PS PS PS 170x50 C16 TIMBERS @400 CRS 170x50 C16 TIMBERS @400 CRS B97 LINTEL BEAM LINTEL BEAM LINTEL BEAM SERVICES VOID SERVICES VOID CRANKED STAIRCASE BEAMS TBC CRANKED STAIRCASE BEAMS TBC STEEL BEAM SCHEDULE BEAM REF. SIZE (mm) COMMENTS B1 NOT USED - B2 NOT USED - B3 152 UC 30 - B4 152 UC 30 - B5 203 UC 46 - B6 203 UC 46 - B7 125x65x15 PFC B8 125x65x15 PFC B9 100x50x10 PFC B10 100x50x10 PFC B11 100x50x10 PFC B12 100x50x10 PFC B13 152 UC 23 - B14 100x50x10 PFC B15 100x50x10 PFC B16 126x65x15 PFC B17 100x50x10 PFC B18 100x50x10 PFC B19 100x50x10 PFC B20 152 UC 30 - B21 125x65x15 PFC B22 125x65x15 PFC B23 NOT USED - B24 NOT USED - B25 152 UC 30 - B26 203 UC 46 - B27 203 UC 46 - PADSTONE SCHEDULE PADSTONE MARK LENGTH WIDTH DEPTH PS 220 100 100 PS1 220 100 100 PS2 220 100 100 STEEL COLUMN SCHEDULE STEEL MARK SIZE (mm) COMMENTS C1 70x70x6 SHS - C2 70x70x6 SHS - C3 70x70x6 SHS - C4 70x70x6 SHS - C5 70x70x6 SHS - C6 70x70x6 SHS - C7 70x70x6 SHS - C8 70x70x6 SHS - C9 70x70x6 SHS - C10 70x70x6 SHS - C11 NOT USED - C12 NOT USED - C13 NOT USED - C14 NOT USED - STEEL BEAM SCHEDULE BEAM REF. SIZE (mm) COMMENTS B28 152 UC 30 - B29 125x65x15 PFC B30 125x65x15 PFC B31 100x50x10 PFC B32 100x50x10 PFC B33 100x50x10 PFC B34 100x50x10 PFC B35 152 UC 37 - B36 100x50x10 PFC B37 100x50x10 PFC B38 152 UC 23 - B39 100x50x10 PFC B40 100x50x10 PFC B41 100x50x10 PFC B42 125x65x15 PFC B43 125x65x15 PFC B44 125x65x15 PFC B45 152 UC 30 - B46 100x50x10 PFC B47 100x50x10 PFC B48 152 UC 30 - B49 152 UC 30 - B50 100x50x10 PFC B51 100x50x10 PFC B52 152 UC 30 - B53 203 UC 71 - B54 100x50x10 PFC STEEL BEAM SCHEDULE BEAM REF. SIZE (mm) COMMENTS B55 100x50x10 PFC B56 100x50x10 PFC B57 100x50x10 PFC B58 100x50x10 PFC B59 125x65x15 PFC B60 100x50x10 PFC B61 100x50x10 PFC B62 152 UC 30 - B63 152 UC 30 - B64 152 UC 30 - B65 100x50x10 PFC B66 100x50x10 PFC B67 152 UC 30 - B68 152 UC 30 - B69 100x50x10 PFC B70 100x50x10 PFC B71 152 UC 30 - B72 203 UC 71 - B73 125x65x15 PFC B74 100x50x10 PFC B75 100x50x10 PFC B76 125x65x15 PFC B77 100x50x10 PFC B78 100x50x10 PFC B79 100x50x10 PFC B80 125x65x15 PFC B81 152 UC 30 - STEEL BEAM SCHEDULE BEAM REF. SIZE (mm) COMMENTS B82 152 UC 30 - B83 100x50x10 PFC B84 152 UC 37 - B85 152 UC 37 - B86 152 UC 37 - B87 100x50x10 PFC B88 152 UC 37 - B89 152 UC 37 - B90 152 UC 37 - B91 152 UC 37 - B92 152 UC 37 - B93 152 UC 37 - B94 152 UC 37 - B95 152 UC 37 - B96 152 UC 37 - B97 100x50x10 PFC B98 100x50x10 PFC B99 100x50x10 PFC B100 100x50x10 PFC B101 100x50x10 PFC B102 100x50x10 PFC B103 100x50x10 PFC B104 100x50x10 PFC B105 100x50x10 PFC B106 100x50x10 PFC B107 100x50x10 PFC B108 100x50x10 PFC STEEL BEAM SCHEDULE BEAM REF. SIZE (mm) COMMENTS B109 NOT USED - B110 NOT USED - B111 203 UC 46 - B112 203 UC 46 - B113 152 UC 30 - B114 152 UC 30 - B115 152 UC 30 - B116 152 UC 30 - B117 152 UC 30 - B118 152 UC 30 - B119 NOT USED - B120 NOT USED - B121 NOT USED - B122 NOT USED - B123 NOT USED - B124 NOT USED - B125 NOT USED - B126 NOT USED - RC BEAM SCHEDULE BEAM REF. SIZE (mm) COMMENTS RCB 1 350x800 DP - RCB 2 350x800 DP - RCB 3 300x1000 DP - RCB 4 300x1225 DP - RCB 5 300x300 DP - RCB 6 300x300 DP - RCB 7 300x300 DP - RCB 8 300x1000 DP - RCB 9 300x1225 DP - RCB 10 300x300 DP - RCB 11 300x300 DP - RCB 12 300x300 DP - RCB 13 300x300 DP - RCB 14 300x300 DP * RCB 15 200x300 DP - RCB 16 200x300 DP - DO NOT SCALE FROM THIS DRAWING THE CONTRACTOR IS RESPONSIBLE FOR VERIFYING ALL SITE DIMENSIONS BEFORE COMMENCING ANY WORK ALL DIMENSIONS IN mm UNLESS OTHERWISE NOTED ALL DIMENSIONS AND LEVELS TO BE CONFIRMED BY ARCHITECT SETTING OUT TO BE CONFIRMED ON SITE FIDEL KARIM STRUCTURAL DRAWINGS SCALEPAPER SIZEDATE DRAWN CHECKED DESCRIPTIONDATEREV THIS DRAWING IS SUBJECT TO COPYRIGHT - -- 04/08/2014 SECOND FLOOR LAYOUT GA/06 P3 - FK -- A1 AS SHOWN P1 04/08/14 INITIAL ISSUE P2 03/12/14 REVISED AS CLOUDED P3 06/07/15 GENERAL REVISIONS KEY NEW LOAD BEARING STUD PARTITION NEW LOAD BEARING BRICKWORK EXISTING WALL NEW LOAD BEARING CONCRETE WALL NEW NON-LOAD BEARING STUD WALL NEW LOAD BEARING BLOCKWORK NEW NON-LOAD BEARING BLOCKWORK
- 7. SCALE 1:50 THIRD FLOOR LAYOUT UP UP B101 B83 PS PS B87 PS B84 PS PS PS2 PS B86 PS PS B90 PS PS B88 100x50x10 PFC @400 CRS 100x50x10 PFC @400 CRS 100x50x10 PFC @400 CRS 100x50x10 PFC @400 CRS B99 B100 B97 B108 B98 B102 B104 B105 B103 B106 B107 PS1 CRANKED STAIRCASE BEAMS TBC CRANKED STAIRCASE BEAMS TBC STEEL BEAM SCHEDULE BEAM REF. SIZE (mm) COMMENTS B1 NOT USED - B2 NOT USED - B3 152 UC 30 - B4 152 UC 30 - B5 203 UC 46 - B6 203 UC 46 - B7 125x65x15 PFC B8 125x65x15 PFC B9 100x50x10 PFC B10 100x50x10 PFC B11 100x50x10 PFC B12 100x50x10 PFC B13 152 UC 23 - B14 100x50x10 PFC B15 100x50x10 PFC B16 126x65x15 PFC B17 100x50x10 PFC B18 100x50x10 PFC B19 100x50x10 PFC B20 152 UC 30 - B21 125x65x15 PFC B22 125x65x15 PFC B23 NOT USED - B24 NOT USED - B25 152 UC 30 - B26 203 UC 46 - B27 203 UC 46 - PADSTONE SCHEDULE PADSTONE MARK LENGTH WIDTH DEPTH PS 220 100 100 PS1 220 100 100 PS2 220 100 100 STEEL COLUMN SCHEDULE STEEL MARK SIZE (mm) COMMENTS C1 70x70x6 SHS - C2 70x70x6 SHS - C3 70x70x6 SHS - C4 70x70x6 SHS - C5 70x70x6 SHS - C6 70x70x6 SHS - C7 70x70x6 SHS - C8 70x70x6 SHS - C9 70x70x6 SHS - C10 70x70x6 SHS - C11 NOT USED - C12 NOT USED - C13 NOT USED - C14 NOT USED - STEEL BEAM SCHEDULE BEAM REF. SIZE (mm) COMMENTS B28 152 UC 30 - B29 125x65x15 PFC B30 125x65x15 PFC B31 100x50x10 PFC B32 100x50x10 PFC B33 100x50x10 PFC B34 100x50x10 PFC B35 152 UC 37 - B36 100x50x10 PFC B37 100x50x10 PFC B38 152 UC 23 - B39 100x50x10 PFC B40 100x50x10 PFC B41 100x50x10 PFC B42 125x65x15 PFC B43 125x65x15 PFC B44 125x65x15 PFC B45 152 UC 30 - B46 100x50x10 PFC B47 100x50x10 PFC B48 152 UC 30 - B49 152 UC 30 - B50 100x50x10 PFC B51 100x50x10 PFC B52 152 UC 30 - B53 203 UC 71 - B54 100x50x10 PFC STEEL BEAM SCHEDULE BEAM REF. SIZE (mm) COMMENTS B55 100x50x10 PFC B56 100x50x10 PFC B57 100x50x10 PFC B58 100x50x10 PFC B59 125x65x15 PFC B60 100x50x10 PFC B61 100x50x10 PFC B62 152 UC 30 - B63 152 UC 30 - B64 152 UC 30 - B65 100x50x10 PFC B66 100x50x10 PFC B67 152 UC 30 - B68 152 UC 30 - B69 100x50x10 PFC B70 100x50x10 PFC B71 152 UC 30 - B72 203 UC 71 - B73 125x65x15 PFC B74 100x50x10 PFC B75 100x50x10 PFC B76 125x65x15 PFC B77 100x50x10 PFC B78 100x50x10 PFC B79 100x50x10 PFC B80 125x65x15 PFC B81 152 UC 30 - STEEL BEAM SCHEDULE BEAM REF. SIZE (mm) COMMENTS B82 152 UC 30 - B83 100x50x10 PFC B84 152 UC 37 - B85 152 UC 37 - B86 152 UC 37 - B87 100x50x10 PFC B88 152 UC 37 - B89 152 UC 37 - B90 152 UC 37 - B91 152 UC 37 - B92 152 UC 37 - B93 152 UC 37 - B94 152 UC 37 - B95 152 UC 37 - B96 152 UC 37 - B97 100x50x10 PFC B98 100x50x10 PFC B99 100x50x10 PFC B100 100x50x10 PFC B101 100x50x10 PFC B102 100x50x10 PFC B103 100x50x10 PFC B104 100x50x10 PFC B105 100x50x10 PFC B106 100x50x10 PFC B107 100x50x10 PFC B108 100x50x10 PFC STEEL BEAM SCHEDULE BEAM REF. SIZE (mm) COMMENTS B109 NOT USED - B110 NOT USED - B111 203 UC 46 - B112 203 UC 46 - B113 152 UC 30 - B114 152 UC 30 - B115 152 UC 30 - B116 152 UC 30 - B117 152 UC 30 - B118 152 UC 30 - B119 NOT USED - B120 NOT USED - B121 NOT USED - B122 NOT USED - B123 NOT USED - B124 NOT USED - B125 NOT USED - B126 NOT USED - RC BEAM SCHEDULE BEAM REF. SIZE (mm) COMMENTS RCB 1 350x800 DP - RCB 2 350x800 DP - RCB 3 300x1000 DP - RCB 4 300x1225 DP - RCB 5 300x300 DP - RCB 6 300x300 DP - RCB 7 300x300 DP - RCB 8 300x1000 DP - RCB 9 300x1225 DP - RCB 10 300x300 DP - RCB 11 300x300 DP - RCB 12 300x300 DP - RCB 13 300x300 DP - RCB 14 300x300 DP * RCB 15 200x300 DP - RCB 16 200x300 DP - DO NOT SCALE FROM THIS DRAWING THE CONTRACTOR IS RESPONSIBLE FOR VERIFYING ALL SITE DIMENSIONS BEFORE COMMENCING ANY WORK ALL DIMENSIONS IN mm UNLESS OTHERWISE NOTED ALL DIMENSIONS AND LEVELS TO BE CONFIRMED BY ARCHITECT SETTING OUT TO BE CONFIRMED ON SITE FIDEL KARIM STRUCTURAL DRAWINGS SCALEPAPER SIZEDATE DRAWN CHECKED DESCRIPTIONDATEREV THIS DRAWING IS SUBJECT TO COPYRIGHT - -- 04/08/2014 THIRD FLOOR LAYOUT GA/07 P3 - FK -- A1 AS SHOWN P1 04/08/14 INITIAL ISSUE P2 03/12/14 REVISED AS CLOUDED P3 06/07/15 GENERAL REVISIONS KEY NEW LOAD BEARING STUD PARTITION NEW LOAD BEARING BRICKWORK EXISTING WALL NEW LOAD BEARING CONCRETE WALL NEW NON-LOAD BEARING STUD WALL NEW LOAD BEARING BLOCKWORK NEW NON-LOAD BEARING BLOCKWORK
- 8. SCALE 1:50 ROOF LAYOUT B85 PS B93 PS PS PS B89 PS B95 PS PS PS B92 PS B96 PS PS PS B91 B94 150x50 C16 @400 CRS 150x50 C16 @400 CRS 150x50 C16 @400 CRS 150x50 C16 @400 CRS PS PS PS PS STEEL BEAM SCHEDULE BEAM REF. SIZE (mm) COMMENTS B1 NOT USED - B2 NOT USED - B3 152 UC 30 - B4 152 UC 30 - B5 203 UC 46 - B6 203 UC 46 - B7 125x65x15 PFC B8 125x65x15 PFC B9 100x50x10 PFC B10 100x50x10 PFC B11 100x50x10 PFC B12 100x50x10 PFC B13 152 UC 23 - B14 100x50x10 PFC B15 100x50x10 PFC B16 126x65x15 PFC B17 100x50x10 PFC B18 100x50x10 PFC B19 100x50x10 PFC B20 152 UC 30 - B21 125x65x15 PFC B22 125x65x15 PFC B23 NOT USED - B24 NOT USED - B25 152 UC 30 - B26 203 UC 46 - B27 203 UC 46 - PADSTONE SCHEDULE PADSTONE MARK LENGTH WIDTH DEPTH PS 220 100 100 PS1 220 100 100 PS2 220 100 100 STEEL COLUMN SCHEDULE STEEL MARK SIZE (mm) COMMENTS C1 70x70x6 SHS - C2 70x70x6 SHS - C3 70x70x6 SHS - C4 70x70x6 SHS - C5 70x70x6 SHS - C6 70x70x6 SHS - C7 70x70x6 SHS - C8 70x70x6 SHS - C9 70x70x6 SHS - C10 70x70x6 SHS - C11 NOT USED - C12 NOT USED - C13 NOT USED - C14 NOT USED - STEEL BEAM SCHEDULE BEAM REF. SIZE (mm) COMMENTS B28 152 UC 30 - B29 125x65x15 PFC B30 125x65x15 PFC B31 100x50x10 PFC B32 100x50x10 PFC B33 100x50x10 PFC B34 100x50x10 PFC B35 152 UC 37 - B36 100x50x10 PFC B37 100x50x10 PFC B38 152 UC 23 - B39 100x50x10 PFC B40 100x50x10 PFC B41 100x50x10 PFC B42 125x65x15 PFC B43 125x65x15 PFC B44 125x65x15 PFC B45 152 UC 30 - B46 100x50x10 PFC B47 100x50x10 PFC B48 152 UC 30 - B49 152 UC 30 - B50 100x50x10 PFC B51 100x50x10 PFC B52 152 UC 30 - B53 203 UC 71 - B54 100x50x10 PFC STEEL BEAM SCHEDULE BEAM REF. SIZE (mm) COMMENTS B55 100x50x10 PFC B56 100x50x10 PFC B57 100x50x10 PFC B58 100x50x10 PFC B59 125x65x15 PFC B60 100x50x10 PFC B61 100x50x10 PFC B62 152 UC 30 - B63 152 UC 30 - B64 152 UC 30 - B65 100x50x10 PFC B66 100x50x10 PFC B67 152 UC 30 - B68 152 UC 30 - B69 100x50x10 PFC B70 100x50x10 PFC B71 152 UC 30 - B72 203 UC 71 - B73 125x65x15 PFC B74 100x50x10 PFC B75 100x50x10 PFC B76 125x65x15 PFC B77 100x50x10 PFC B78 100x50x10 PFC B79 100x50x10 PFC B80 125x65x15 PFC B81 152 UC 30 - STEEL BEAM SCHEDULE BEAM REF. SIZE (mm) COMMENTS B82 152 UC 30 - B83 100x50x10 PFC B84 152 UC 37 - B85 152 UC 37 - B86 152 UC 37 - B87 100x50x10 PFC B88 152 UC 37 - B89 152 UC 37 - B90 152 UC 37 - B91 152 UC 37 - B92 152 UC 37 - B93 152 UC 37 - B94 152 UC 37 - B95 152 UC 37 - B96 152 UC 37 - B97 100x50x10 PFC B98 100x50x10 PFC B99 100x50x10 PFC B100 100x50x10 PFC B101 100x50x10 PFC B102 100x50x10 PFC B103 100x50x10 PFC B104 100x50x10 PFC B105 100x50x10 PFC B106 100x50x10 PFC B107 100x50x10 PFC B108 100x50x10 PFC STEEL BEAM SCHEDULE BEAM REF. SIZE (mm) COMMENTS B109 NOT USED - B110 NOT USED - B111 203 UC 46 - B112 203 UC 46 - B113 152 UC 30 - B114 152 UC 30 - B115 152 UC 30 - B116 152 UC 30 - B117 152 UC 30 - B118 152 UC 30 - B119 NOT USED - B120 NOT USED - B121 NOT USED - B122 NOT USED - B123 NOT USED - B124 NOT USED - B125 NOT USED - B126 NOT USED - RC BEAM SCHEDULE BEAM REF. SIZE (mm) COMMENTS RCB 1 350x800 DP - RCB 2 350x800 DP - RCB 3 300x1000 DP - RCB 4 300x1225 DP - RCB 5 300x300 DP - RCB 6 300x300 DP - RCB 7 300x300 DP - RCB 8 300x1000 DP - RCB 9 300x1225 DP - RCB 10 300x300 DP - RCB 11 300x300 DP - RCB 12 300x300 DP - RCB 13 300x300 DP - RCB 14 300x300 DP * RCB 15 200x300 DP - RCB 16 200x300 DP - DO NOT SCALE FROM THIS DRAWING THE CONTRACTOR IS RESPONSIBLE FOR VERIFYING ALL SITE DIMENSIONS BEFORE COMMENCING ANY WORK ALL DIMENSIONS IN mm UNLESS OTHERWISE NOTED ALL DIMENSIONS AND LEVELS TO BE CONFIRMED BY ARCHITECT SETTING OUT TO BE CONFIRMED ON SITE FIDEL KARIM STRUCTURAL DRAWINGS SCALEPAPER SIZEDATE DRAWN CHECKED DESCRIPTIONDATEREV THIS DRAWING IS SUBJECT TO COPYRIGHT - -- 04/08/2014 ROOF LAYOUT GA/08 P4 - FK -- A1 AS SHOWN P1 04/08/14 INITIAL ISSUE P2 03/12/14 REVISED AS CLOUDED P3 21/01/15 PADSTONES REVISED P4 06/07/15 GENERAL REVISIONS KEY NEW LOAD BEARING STUD PARTITION NEW LOAD BEARING BRICKWORK EXISTING WALL NEW LOAD BEARING CONCRETE WALL NEW NON-LOAD BEARING STUD WALL NEW LOAD BEARING BLOCKWORK NEW NON-LOAD BEARING BLOCKWORK
- 9. GA 01 SECTION 1-1 SCALE 1:25 EXISTING FOOTING TRIMMED BACK 2 LAYERS 1200g VISQUEEN SLIP MEMBRANE CELLCORE HEAVE PROTECTION TO U/S SLABS BEAMS RC SLAB 3:1 SHARP SAND : CEMENT MIX. ENSURE DRY PACK IS WELL RAMMED IN WITH ALL VOIDS FILLED No. 35 FFL TBCGROUND FLOOR SSL -0.165 CAVITY BLOCKWORK OMITTED FOR CLARITY RC WALL RC WALL MASS CONCRETE UNDERPIN TO EXISTING FOOTING RC SLAB RC SLAB RC SLAB UPPER BASEMENT SSL -4.320 LOWER BASEMENT SSL -10.345 MIDDLE BASEMENT SSL -7.620 BORED RC PILE RC GROUND BEAM 750x600 DEEP EDGE BEAM EDGE BEAM EDGE BEAM BORED RC PILE PILE CAP RC WALL RC WALL RC WALL STAIRWELL BOREHOLE AND LINER FOR LIFT HYDRAULIC PISTON INDICATIVE ONLY DETAILS TBC GA 01 SECTION 6-6 SIMILAR - OPP. HAND SCALE 1:25 BORED RC PILE 2 SKINS 100 BLOCKWORK DO NOT SCALE FROM THIS DRAWING THE CONTRACTOR IS RESPONSIBLE FOR VERIFYING ALL SITE DIMENSIONS BEFORE COMMENCING ANY WORK ALL DIMENSIONS IN mm UNLESS OTHERWISE NOTED ALL DIMENSIONS AND LEVELS TO BE CONFIRMED BY ARCHITECT SETTING OUT TO BE CONFIRMED ON SITE FIDEL KARIM STRUCTURAL DRAWINGS SCALEPAPER SIZEDATE DRAWN CHECKED DESCRIPTIONDATEREV THIS DRAWING IS SUBJECT TO COPYRIGHT - -- 04/08/2014 SECTIONS THROUGH BUILDING S/01 P6 - AD -- A1 AS SHOWN P1 04/08/14 INITIAL ISSUE P2 03/12/14 REVISED AS CLOUDED P3 21/01/15 MASS CONCRETE WALL REVISED P4 06/07/15 REVISED AS CLOUDED P5 14/07/15 REVISED WHERE CLOUDED P6 12/08/15 REVISED WHERE CLOUDED
- 10. GA 01 SECTION 2-2 SCALE 1:25 CELLCORE HEAVE PROTECTION TO U/S SLABS BEAMS BORED RC PILES BORED RC PILES MASS CONCRETE UNDERPIN TO EXISTING FOOTING EXISTING MASONRY BOUNDARY WALL RC SLAB RC WALL RC WALL 3:1 SHARP SAND : CEMENT MIX. ENSURE DRY PACK IS WELL RAMMED IN WITH ALL VOIDS FILLED MASS CONCRETE UNDERPIN TO EXISTING FOOTING LOWER BASEMENT SSL -10.345 GLAZED FLOOR UPPER BASEMENT SSL -4.320 RC SLAB RC SLAB RC GROUND BEAM 750x600 DEEP RC SLAB EXISTING CONCRETE TRIMMED BACK 3:1 SHARP SAND : CEMENT MIX. ENSURE DRY PACK IS WELL RAMMED IN WITH ALL VOIDS FILLED RC SLAB EXISTING CONCRETE GROUND FLOOR SSL -1.090 MIDDLE BASEMENT SSL -7.620 RC SLAB GLAZED FLOOR PUBLIC HOUSE EXTENSION EXISTING BASEMENT TBC CAVITY BLOCKWORK OMITTED FOR CLARITY CAVITY BLOCKWORK OMITTED FOR CLARITY RC SLAB RC WALL SSL - 8.627 SSL -8.970 BORED RC PILES RC GROUND BEAM 750x600 DEEP RC GROUND BEAM 750x600 DEEP RC SLAB NOTE: BACK FILLING OF GARDEN IS TO BE CARRIED OUT SO THAT DIFERENCE IN LEVELS IS NO MORE THAN 200mm ON EACH SIDE 2 LAYERS 1200g VISQUEEN SLIP MEMBRANE 2 LAYERS 1200g VISQUEEN SLIP MEMBRANE 2 SKINS 100 BLOCKWORK GROUND FLOOR SSL -1.090 T.O. UPSTAND SSL -0.390 T.O. UPSTAND SSL -0.000 EXISTING MASONRY BOUNDARY WALL VOID DO NOT SCALE FROM THIS DRAWING THE CONTRACTOR IS RESPONSIBLE FOR VERIFYING ALL SITE DIMENSIONS BEFORE COMMENCING ANY WORK ALL DIMENSIONS IN mm UNLESS OTHERWISE NOTED ALL DIMENSIONS AND LEVELS TO BE CONFIRMED BY ARCHITECT SETTING OUT TO BE CONFIRMED ON SITE FIDEL KARIM STRUCTURAL DRAWINGS SCALEPAPER SIZEDATE DRAWN CHECKED DESCRIPTIONDATEREV THIS DRAWING IS SUBJECT TO COPYRIGHT - -- 04/08/2014 SECTIONS THROUGH BUILDING S/02 P3 - AD -- A1 AS SHOWN P1 04/08/14 INITIAL ISSUE P2 03/12/14 REVISED AS CLOUDED P3 06/07/15 REVISED AS CLOUDED
- 11. GA 01 SECTION 3-3 SCALE 1:25 EXISTING FOOTING TRIMMED BACK MASS CONCRETE UNDERPIN TO EXISTING FOOTING EXISTING FOOTING TRIMMED BACK BORED RC PILES MASS CONCRETE UNDERPIN TO EXISTING FOOTING NEW SINGLE SKIN BLOCKWORK CRAMPED TO EXISTING WALL NEW SINGLE SKIN BLOCKWORK CRAMPED TO EXISTING WALL CELLCORE HEAVE PROTECTION TO U/S SLABS BEAMS EXISTING CONCRETE 3:1 SHARP SAND : CEMENT MIX. ENSURE DRY PACK IS WELL RAMMED IN WITH ALL VOIDS FILLED RC WALL RC WALL No. 35 FFL TBC RC SLAB RC SLAB PUBLIC HOUSE REAR EXTENSION RC SLAB 3:1 SHARP SAND : CEMENT MIX. ENSURE DRY PACK IS WELL RAMMED IN WITH ALL VOIDS FILLED GROUND FLOOR SSL -0.705 RC SLAB CAVITY BLOCKWORK OMITTED FOR CLARITY CAVITY BLOCKWORK OMITTED FOR CLARITY RC SLAB RC GROUND BEAM 750x600 DEEP BORED RC PILES LOWER BASEMENT SSL -10.345 UPPER BASEMENT SSL -4.320 MIDDLE BASEMENT SSL -7.620 GROUND FLOOR SSL -0.465 BORED RC PILES RC GROUND BEAM 750x600 DEEP SSL -8.970 SSL - 8.627 RC SLAB RC GROUND BEAM 750x600 DEEP 2 SKINS 100 BLOCKWORK 2 LAYERS 1200g VISQUEEN SLIP MEMBRANE DO NOT SCALE FROM THIS DRAWING THE CONTRACTOR IS RESPONSIBLE FOR VERIFYING ALL SITE DIMENSIONS BEFORE COMMENCING ANY WORK ALL DIMENSIONS IN mm UNLESS OTHERWISE NOTED ALL DIMENSIONS AND LEVELS TO BE CONFIRMED BY ARCHITECT SETTING OUT TO BE CONFIRMED ON SITE FIDEL KARIM STRUCTURAL DRAWINGS SCALEPAPER SIZEDATE DRAWN CHECKED DESCRIPTIONDATEREV THIS DRAWING IS SUBJECT TO COPYRIGHT - -- 04/08/2014 SECTIONS THROUGH BUILDING S/03 P5 - AD -- A1 AS SHOWN P1 04/08/14 INITIAL ISSUE P2 03/12/14 REVISED AS CLOUDED P3 21/01/15 MASS CONCRETE WALL REVISED P4 06/07/15 REVISED AS CLOUDED P5 14/07/15 REVISED AS CLOUDED
- 12. MASS CONCRETE UNDERPIN TO EXISTING FOOTING EXISTING FOOTING TRIMMED BACK EXISTING MASS CONCRETE TO BE BROKEN OUT EXISTING BOUNDARY WALL (TO REMAIN IN PLACE & BE PROPPED IN TEMPORARY CONDITIONS) BORED RC PILES CELLCORE HEAVE PROTECTION TO U/S SLABS BEAMS RC SLAB GA 01 SECTION 4-4 SCALE 1:25 RC SLAB RC GROUND BEAM 750x600 DEEP RC SLAB 200mm RC WALL LOWER BASEMENT SSL -10.795 RC SLAB 3:1 SHARP SAND : CEMENT MIX. ENSURE DRY PACK IS WELL RAMMED IN WITH ALL VOIDS FILLED NEW BLOCKWORK WALL FIXED TO EXISTING WALL UPPER BASEMENT SSL -4.320 SSL -8.970 GROUND FLOOR SSL -0.705 STAIRWELL GA 01 SECTION 5-5 SIMILAR SCALE 1:25 2 LAYERS 1200g VISQUEEN SLIP MEMBRANE MIDDLE BASEMENT SSL -7.620 LOWER BASEMENT SSL -10.345 GA 01 SECTION 7-7 SCALE 1:25 BOREHOLE FOR LIFT RAM SSL -14.465 RC SLAB RC WALL STAIRWELL STAIRWELL MIDDLE BASEMENT SSL -7.620 LOWER BASEMENT SSL -10.345 GA 01 SECTION 8-8 SIMILAR SCALE 1:25 RC WALL RC WALLRC WALL DO NOT SCALE FROM THIS DRAWING THE CONTRACTOR IS RESPONSIBLE FOR VERIFYING ALL SITE DIMENSIONS BEFORE COMMENCING ANY WORK ALL DIMENSIONS IN mm UNLESS OTHERWISE NOTED ALL DIMENSIONS AND LEVELS TO BE CONFIRMED BY ARCHITECT SETTING OUT TO BE CONFIRMED ON SITE FIDEL KARIM STRUCTURAL DRAWINGS SCALEPAPER SIZEDATE DRAWN CHECKED DESCRIPTIONDATEREV THIS DRAWING IS SUBJECT TO COPYRIGHT - -- 28/11/2014 SECTIONS THROUGH BUILDING S/04 P5 - KIB -- A1 AS SHOWN P1 28/11/14 INITIAL ISSUE P2 03/12/14 REVISED AS CLOUDED P3 21/01/15 MASS CONCRETE WALL REVISED P4 06/07/15 REVISED AS CLOUDED P5 14/07/15 REVISED AS CLOUDED
- 13. DO NOT SCALE FROM THIS DRAWING THE CONTRACTOR IS RESPONSIBLE FOR VERIFYING ALL SITE DIMENSIONS BEFORE COMMENCING ANY WORK ALL DIMENSIONS IN mm UNLESS OTHERWISE NOTED ALL DIMENSIONS AND LEVELS TO BE CONFIRMED BY ARCHITECT SETTING OUT TO BE CONFIRMED ON SITE FIDEL KARIM STRUCTURAL DRAWINGS SCALEPAPER SIZEDATE DRAWN CHECKED DESCRIPTIONDATEREV THIS DRAWING IS SUBJECT TO COPYRIGHT - -- 04/08/2014 STRUCTURAL DETAILS & SECTIONS D/01 P1 - KIB -- A1 AS SHOWN P1 13/08/15 INITIAL ISSUE
- 14. RC ELEMENTS - ALL C35 CONCRETE FOR TENDER PURPOSES THE FOLLOWING REINFORCEMENT RATES ARE TO BE USED ELEMENT WIDTH/THICKNESS REINFORCEMENT ( kg / m ³ ) BASEMENT SLAB 450 140 GROUND AND INTERMEDIATE SLABS VARIOUS 180 POOL WALLS 200 100 CENTRAL RC WALL 200 100 PERIMETER RC WALL 300 95 PERIMETER RC WALL 450 160 RC BEAMS VARIOUS 200 DO NOT SCALE FROM THIS DRAWING THE CONTRACTOR IS RESPONSIBLE FOR VERIFYING ALL SITE DIMENSIONS BEFORE COMMENCING ANY WORK ALL DIMENSIONS IN mm UNLESS OTHERWISE NOTED ALL DIMENSIONS AND LEVELS TO BE CONFIRMED BY ARCHITECT SETTING OUT TO BE CONFIRMED ON SITE FIDEL KARIM STRUCTURAL DRAWINGS SCALEPAPER SIZEDATE DRAWN CHECKED DESCRIPTIONDATEREV THIS DRAWING IS SUBJECT TO COPYRIGHT - -- 17/04/2014 GENERAL NOTES N/01 P3 - AD -- A1 P1 17/04/14 INITIAL ISSUE P2 03/12/14 REVISED AS CLOUDED P3 21/01/15 GENERAL NOTES: 1. ALL DRAWINGS ARE TO BE READ IN CONJUNCTION WITH THE SPECIFICATION & ALL RELEVANT ENGINEER'S AND ARCHITECTS DRAWINGS. IF ANY CONFLICT ARISES BETWEEN DOCUMENTATION INFORM THE DESIGN TEAM IMMEDIATELY. 2. DO NOT SCALE THE DRAWINGS. WORK TO FIGURED DIMENSIONS ONLY. 3, ALL SETTING OUT TO ARCHITECTS DRAWINGS 4. THE ENGINEER IS TO BE INFORMED IF ANY DETAIL INDICATED OR IMPLIED ON THIS DRAWING CANNOT BE MAINTAINED IN GOOD TIME SO THAT ALTERNATIVE SOLUTIONS MAY BE MADE AVAILABLE. 5. THE CONTRACTOR IS TO TAKE ALL NECESSARY PRECAUTIONS TO MAINTAIN THE STABILITY OF THE EXISTING AND ADJACENT STRUCTURES AT ALL TIMES DURING THE COURSE OF THE WORKS. THE CONTRACTOR IS RESPONSIBLE FOR THE DESIGN OF ALL TEMPORARY WORKS AND IS TO SUBMIT DETAILS, CALCULATIONS AND METHOD STATEMENTS TO THE STRUCTURAL ENGINEER FOR APPRAISAL PRIOR TO THE COMMENCEMENT OF WORKS. STRUCTURAL STEELWORK NOTES 1. ALL MATERIALS, FABRICATION, WORKMANSHIP AND ERECTION OF STEELWORK SHALL BE IN ACCORDANCE WITH THE CURRENT EDITION OF THE NATIONAL STEELWORK SPECIFICATION FOR BUILDING CONSTRUCTION AS PUBLISHED BY THE BRITISH CONSTRUCTIONAL STEELWORK ASSOCIATION. 2. ALL STEELWORK TO BE GRADE S355(50) TO BS 4360:1986 3. ALL STEELWORK CONNECTIONS TO BE DESIGNED BY THE STEELWORK FABRICATOR FOR LOADS AS SPECIFIED ON THE DRAWINGS. 4. ALL FORCES AND MOMENTS ARE GIVEN AT ULTIMATE LIMIT STATE (ULS) FACTORED LOADS TO BS 5950 IN KILONEWTONS (KN). BENDING MOMENTS ARE IN KILONEWTONMETRES (KNM) AND ARE SHOWN IN BRACKETS. 5. ALL FABRICATION DRAWINGS AND DESIGN CALCULATIONS ARE TO BE SUBMITTED TO THE STRUCTURAL ENGINEER FOR APPROVAL AT LEAST TWO WEEKS PRIOR TO THE COMMENCEMENT OF FABRICATION. 6. STEEL BEAMS SHALL AT LEAST HAVE THE MINIMUM BEARINGS ON SUPPORTING WALLS AS SHOWN ON THE DRAWINGS. WHERE NO DETAILS OF BEARINGS ARE SHOWN PROVIDE BEARINGS TO THE FULL WIDTH OF THE SUPPORTING LEAF,PADSTONE OR 150mm WHICHEVER IS GREATER. 7. ALL STEEL BEAMS TO HAVE 6mm STIFFENER PLATES TO BOTH SIDES OF BEAM BETWEEN FLANGES AT ALL BEARING POSITIONS UNLESS OTHERWISE NOTED.. STIFFENER PLATES TO BE WELDED TO BEAMS WITH 6mm FULL PROFILE FILLET WELDS. 8. SITE MODIFICATIONS TO STRUCTURAL STEELWORK SHALL NOT BE CARRIED OUT UNLESS PRIOR APPROVAL HAS BEEN OFKAINED FROM THE ENGINEER 9. ALL STRUCTURAL STEELWORK SHALL BE BLAST CLEANED TO B.S.7079 : PART A1, PREPARATION GRADE SA21/2 AND, EXCEPT WHERE SPECIFIED AS GALVANISED, SHALL BE PAINTED WITH A SUITABLE GOOD QUALITY HIGH BUILD EPOXY ZINC PHOSPHATE PRIMER TO PROVIDE A DRY FILM THICKNESS OF NOT LESS THAN 75 MICRONS. A PRE-FABRICATION PRIMER MAY BE USED AT THE FABRICATORS DISCRETION. THE CONTRACTOR SHALL ENSURE THAT THE PRIMER USED IS COMPATIBLE WITH SUBSEQUENT COATINGS SPECIFIED BY OTHERS. (E.G. INTUMESCENT PAINT). 10. STEELWORK SPECIFIED AS GALVANISED SHALL BE BLAST CLEANED AS ABOVE & HOT DIP GALVANISED TO B.S.729 MINIMUM COATING THICKNESS 85 MICRONS. 11. ALL STEELWORK BELOW DPC LEVEL OR BUILT WITHIN THE MASONRY WALL CAVITY SHALL BE SITE PAINTED WITH A COMPATIBLE HIGH BUILD EPOXY ZINC PHOSPHATE PRIMER TO PROVIDE A DRY FILM THICKNESS OF NOT LESS THAN 125 MICRONS, TO ACHIEVE AN OVERALL PRIMER COATING OF 200 MICRONS. I.E. LEIGHS PAINTS EPIGRIP C400 ZINC PHOSPHATE PRIMER/BUILDCOAT OR EQUAL. STEELWORK BELOW DPC SHALL ALSO BE ENCASED IN NOT LESS THAN 100MM OF CONCRETE NOT WEAKER THAN SPECIFIED ON THE DRAWINGS. 12. STEELWORK CONTRACTOR TO CO-ORDINATE WITH MAIN CONTRACTOR AND CLADDING CONTRACTOR TO PROVIDE ALL NECESSARY SECONDARY STEELWORK, TRIMMING ETC. AS REQUIRED AROUND ALL DOORS, WINDOWS AND THE LIKE. 13. STEELWORK CONTRACTOR TO CO-ORDINATE WITH MAIN CONTRACTOR TO PROVIDE ADEQUATE TEMPORARY BRACING DURING THE SEQUENCE OF ERECTION. 14. ANY CONCRETE ENCASED STEELWORK SHALL BE CLEANED OF ALL LOOSE SCALE, RUST, DIRT AND BE FREE OF ANY GREASE. 15. ALL STEELWORK FIRE PROTECTION TO ARCHITECTS SPECIFICATION AND DETAILS. IF INTUMESCENT PAINT IS USED, ENSURE COMPATIBILITY WITH ANY PRIMERS OR SECONDARY COVERINGS STRUCTURAL MASONRY NOTES 1. REFER TO ARCHITECTURAL DRAWINGS AND SPECIFICATION FOR MASONRY REQUIREMENTS IN RESPECT OF ACOUSTIC, THERMAL INSULATION AND DURABILITY REQUIREMENTS. THE ENGINEER SHALL BE NOTIFIED IMMEDIATELY IF THIS CONFLICTS WITH STRUCTURAL REQUIREMENTS. 2. BLOCKWORK TO HAVE A MINIMUM COMPRESSIVE STRENGTH OF 7.0N/mm². BLOCKWORK LINER TO CAVITY DRAIN TO BE SPECIFIED BY THE CAVITY DRAIN SUPPLIER. ALL BLOCKWORK TO BE SOLID AND IS TO COMPLY WITH BS5628, TABLE 4, REQUIREMENTS FOR SPECIAL CATEGORY OF MANUFACTURE. 3. THE MAXIMUM WEIGHT OF AN INDIVIDUAL MASONRY UNIT MUST NOT EXCEED 20KG. 4. BLOCKWORK SHOULD BE ADEQUATELY PROTECTED ON SITE TO AVOID SATURATION AND POSSIBLE INCREASE IN LIFTING WEIGHT. REFERENCE SHALL BE MADE TO THE PROJECT ARCHITECT/ACOUSTIC CONSULTANT FOR COMPLIANCE WITH PART E OF THE BUILDING REGULATION - SOUND TRANSMISSION. 5. BLOCKWORK BELOW DPC TO BE OF FOUNDATION QUALITY (REFER TO MANUFACTURERS GUIDELINES) AND TO BE OF AT LEAST EQUAL MINIMUM COMPRESSIVE STRENGTH TO THAT INDICATED BETWEEN GROUND AND FIRST FLOOR AND IN NO CASE LESS THAN 7N/mm². 6. BRICKWORK TO HAVE A MINIMUM COMPRESSIVE STRENGTH OF 20N/MM² AND IS TO COMPLY WITH BS5628 REQUIREMENTS FOR SPECIAL CATEGORY OF MANUFACTURE. 7. MORTAR DESIGNATION AS FOLLOWS: ABOVE DPC MORTAR DESIGNATION iii BELOW DPC MORTAR DESIGNATION ii 8. REFER TO THE ARCHITECTS DRAWINGS FOR DETAILS OF DPC'S, DPM'S, WATERPROOFING AND INSULATION. 9. LINTELS: FOR ALL BLOCKWORK WALLS PROVIDE PROPRIETARY PRE-CAST CONCRETE LINTELS AS SPECIFIED ON THE DRAWINGS OR EQUIVALENT APPROVED BY ALTERNATIVE MANUFACTURER. FOR ALL CAVITY WALLS PROVIDE PROPRIETARY IG LINTEL TO SUIT CAVITY WIDTH OR EQUIVALENT APPROVED BY ALTERNATIVE MANUFACTURER. ALL STEEL LINTELS IN EXTERNAL WALLS TO BE FULLY GALVANISED OR PROVIDED WITH SOME OTHER SUITABLE PROTECTION AGAINST MOISTURE AND HAVE A MINIMUM 150mm BEARING TO EACH END UNLESS NOTED OTHERWISE. CONCRETE 1. ALL CONCRETE TO BE NORMAL WEIGHT, STRENGTH GRADE C28/35 TO PROVIDE A MINIMUM CUBE COMPRESSIVE STRENGTH OF 35N/mm² AT 28 DAYS. 2. ALL CONCRETE BELOW GROUND LEVEL (SLABS, WALLS & FOUNDATIONS) TO BE DESIGNED FOR A DESIGN SULPHATE CLASS OF DS-2. 3. UNDER NO CIRCUMSTANCES IS CONCRETE TO BE POURED IF EXPECTED TEMPERATURE WITHIN THE FOLLOWING 24 HOUR PERIOD IS EXPECTED TO BE 5° C OR LESS. 4. NO ADMIXTURES OF ANY FORM TO BE ADDED TO THE CONCRETE WITHOUT THE WRITTEN PERMISSION OF THE STRUCTURAL ENGINEER. IT IS STRICTLY FORBIDDEN TO ADD WATER TO CONCRETE ON SITE. PILING & FOUNDATIONS 1. ALL PILING DESIGN IS TO BE CARRIED OUT BE THE CONTRACTOR TO SUIT THE GROUND CONDITIONS AS DESCRIBED IN THE SOILS REPORT SUPPLIED BY FASTRACK FSI REF 8023 JUNE 2013. AND TO ALL THE STRUCTURAL ENGINEER'S REQUIREMENTS. 2. CONTIGUOUS PILED WALLS HAVE BEEN SPECIFIED ON THE TENDER DRAWINGS. ALTERNATIVES MAY BE ACCEPTABLE. CONTRACTOR TO SUBMIT ALTERNATIVE PROPOSALS TO THE STRUCTURAL ENGINEER FOR CONSIDERATION AND AGREEMENT. 3. ALL CONCRETE MIX TO PILES TO SPECIFIED BY PILING DESIGNER WITH CONSIDERATION TO STRUCTURAL REQUIREMENTS AND SOILS REPORT. 4. FOR PURPOSES OF TENDER ASSUME ALL PILE EXTEND FOR A FURTHER 15 METRES BELOW BASEMENT SLAB. FINAL LENGTHS TO BE CONFIRMED BY PILING CONTRACTOR. 5. PILING CONTRACTOR TO SUBMIT ALL PILING DESIGN TO STRUCTURAL ENGINEER FOR REVIEW AND COMMENT. TIMBER FLOOR CONSTRUCTION NOTES 1. ALL STRUCTURAL TIMBER FLOOR MEMBERS TO BE OF MINIMUM SIZE AS SHOWN ON THE DETAIL DRAWINGS. SIZES SHOWN ARE NOMINAL TIMBER SIZES EXCEPT AS NOTED ON THE DRAWINGS AND WILL BE SUBJECT TO REDUCTIONS IN FINISHED SIZE TO B.S.4471 2. TIMBER FLOOR JOIST SHALL HAVE MINIMUM BEARINGS OF 100MM ON MASONRY AND 75MM ON STEEL BEAMS OR TIMBER PLATES EXCEPT AS NOTED ON THE DRAWINGS. TIMBER FLOOR JOISTS SHALL NOT BE BUILT INTO PARTY WALL CONSTRUCTIONS BUT SHALL BE SUPPORTED ON PROPRIETARY JOIST HANGERS AT SUCH LOCATIONS. RESTRAINT TYPE JOISTS HANGERS CAPABLE OF RESISTING TENSILE FORCES, IN ACCORDANCE WITH BS 5628-1 APPENDIX C TO BE USED. ALTERNATIVELY, PROVIDE RESTRAINT STRAPS AT NOT MORE THAN 2.0M CENTRES USING 30MM X 5MM GALVANISED STRAPS WITH A TURN DOWN LENGTH OF 100MM AND STRAIGHT LENGTH OF 600MM. STRAPS FIXED TO FLOOR JOISTS WITH 50MM, NO.10 SCREWS AT NOT MORE THAN 110MM CENTRES AND A MINIMUM OF 4 FIXINGS. 3. DOUBLE JOISTS SHALL BE PROVIDED UNDER NON-LOAD BEARING STUDWORK PARTITIONS RUNNING PARALLEL WITH JOIST SPANS, UNDER BATHS AND UNDER AIRING CU--OARD 4. ALL MEMBERS SUPPORTED ON PROPRIETARY HANGERS SHALL BE ACCURATELY CUT TO PROVIDE A FULL CONTACT WITH THE BASE OF THE HANGER AND SHALL BE FIXED IN ACCORDANCE WITH THE HANGER MANUFACTURER'S INSTRUCTIONS. JOISTS SHALL BE REBATED TO LIE FLUSH WITH UNDERSIDE OF HANGERS. 5. ALL MEMBERS FITTED INTO STEEL BEAMS SHALL PROVIDE A GOOD FIT TO THE WEB OF THE BEAM AND SHALL BE NOTCHED THE MINIMUM AMOUNT REQUIRED TO CLEAR THE BEAM FLANGES. WHERE STEEL BEAMS ARE SPECIFIED WITHIN THE FLOOR DEPTH, THE UNDERSIDE OF JOISTS SHALL BE 5MM BELOW THE UNDERSIDE OF THE BEAMS. 6. EXTERNAL AND PARTY WALLS PARALLEL WITH JOISTS SPANS SHALL BE RESTRAINED AT TOP OF FLOOR JOIST LEVEL AT NOT MORE THAN 2.0M CENTRES WITH GALVANISED 30 X 5.0MM STRAPS EXTENDING OVER A MINIMUM OF 3 JOISTS. NOGGINS NOT LESS THEN 75% OF JOIST DEPTH AND TIMBER BLOCKING ADJACENT TO WALLS SHALL BE FIXED BETWEEN JOISTS AT ALL STRAP LOCATIONS. STRAPS SHALL BE FIXED TO MEMBERS/NOGGINS WITH NOT LESS THAN 4 NO. 32 X 3.5MM GALVANISED OR SHERARDISED SQUARE TWISTED NAILS. 7. END JOISTS SHALL BE POSITIONED APPROXIMATELY 50MM FROM MASONRY WALLS. JOIST CENTRES GENERALLY SHALL BE EQUAL AND SHALL NOT EXCEED THE DESIGN CENTRES SHOWN ON THE DRAWING. MULTIPLE JOISTS, WHERE SHOWN ON THE DRAWINGS SHALL BE SECURELY NAILED TOGETHER AT NOT MORE THAN 600MM CENTRES. 8. UNLESS SPECIFIED OTHERWISE, SECURELY FIX STRUTTING BETWEEN JOISTS AT CENTRES AS FOLLOWS: JOIST SPAN OF 2.5M TO 4.5M: - ONE ROW AT CENTRE OF SPAN. JOIST SPAN OVER 4.5M: - TWO ROWS EQUALLY SPACED STRUTTING SHALL TAKE THE FORM OF ONE OF THE FOLLOWING. 38MM X 38MM SOFTWOOD HERRINGBONE STRUTTING LOCATED BETWEEN 5 & 25MM CLEAR OF TOP AND BOTTOM EDGES OF JOIST. PROPRIETARY GALVANISED METAL STRUTTING FIXED IN ACCORDANCE WITH MANUFACTURER'S INSTRUCTIONS. SOLID SOFTWOOD STRUTTING NOT LESS THAN 38MM THICK AT LEAST THREE QUARTERS OF THE DEPTH OF THE JOIST STRUCTURAL UNDERPINNING NOTES 1. TO BE READ IN CONJUNCTION WITH THE PRELIMINARIES AND GENERAL CONDITIONS. 2. WORKMANSHIP: THE WORK SHALL BE CARRIED OUT IN ACCORDANCE WITH THE ENGINEER'S DRAWINGS AND INSTRUCTIONS AND TO THE APPROVAL OF THE ARCHITECT AND THE BUILDING CONTROL OFFICER. 3. ANY OTHER SEQUENCE OF OPERATIONS OR METHOD OF WORKING PROPOSED BY THE CONTRACTOR IS TO BE SUBMITTED TO THE ARCHITECT AND COPIED TO THE ENGINEER AND AGREED IN WRITING A MINIMUM OF 14 DAYS BEFORE WORK IS TO BE COMMENCED ON SITE. 4. CONTRACTORS RESPONSIBILITIES: THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE SAFETY OF THE UNDERPINNED STRUCTURE AND PROVIDE ALL NECESSARY SHORING, STRUTTING AND BRACING TO ENSURE ITS SAFETY AND STABILITY AT ALL TIMES. 5. SERVICES: THE CONTRACTOR IS ALSO TO CARRY OUT A SURVEY OF THE PROPERTY AND ADJACENT AREA TO ESTABLISH THE LOCATION OF OBSTRUCTIONS SUCH AS SERVICE RUNS OR DRAINS. ANY OBSTRUCTION FOUND IS TO BE BROUGHT TO THE ATTENTION OF THE ARCHITECT / ENGINEER.THE CONTRACTOR IS TO ALLOW FOR ANY TEMPORARY SUPPORT TO THE SERVICES OR OBSTRUCTIONS DURING THE UNDERPINNING. 6. CONSTRUCTION SEQUENCE: THE UNDERPINNING IS TO BE UNDERTAKEN IN SHORT SECTIONS NOT EXCEEDING 1 METRE IN LENGTH. THE UNDERPINNING IS TO BE UNDERTAKEN ON A 'HIT AND MISS' SEQUENCE. 7. NO ADJACENT PIN IS TO BE EXCAVATED UNTIL A MINIMUM 48 HOURS AFTER THE ADJACENT PIN HAS BEEN CAST AND PACKED UP. 8. THE CONTRACTOR IS TO PROVIDE DRAWINGS MARKED UP TO SHOW THE PROPOSED SEQUENCE OF UNDERPINNING A MINIMUM OF 14 DAYS BEFORE WORK IS COMMENCED. 9. EXCAVATIONS: EXCAVATION SHALL BE TO THE DEPTH AND WIDTH SHOWN ON THE DRAWINGS. HOWEVER,WHERE TREE ROOTS ARE ENCOUNTERED NEW UNDERPINS ARE TO EXTEND 600MM BELOW THE LAST TRACE OF ANY ROOT ACTIVITY. THE SIDES OF THE EXCAVATIONS SHALL BE ADEQUATELY SHORED AND PROPPED TO PREVENT SUBSIDENCE OR SLIP OF THE SOIL. SOIL FACES BEHIND THE PIN AND AT THE FORMATION LEVEL SHALL BE UNDISTURBED. 10. ANY SOIL FACES BEHIND THE UNDERPINNING THAT REQUIRE TO BE RETAINED SHALL BE BY PRECAST CONCRETE POLING BOARDS. THE BOARDS ARE TO HAVE HOLES TO ENABLE THE VOID BEHIND THE BOARDS TO BE GROUTED UP. THE POLING BOARDS ARE TO BE MEASURED AS LEFT IN. 11. INSPECTIONS: ALL EXCAVATIONS ARE TO BE INSPECTED BY THE ENGINEER AND/OR THE BUILDING CONTROL OFFICER. MINIMUM NOTICE OF 24 HOURS IS TO BE GIVEN WHEN EXCAVATIONS ARE READY FOR INSPECTION. 12. THE SOFFIT OF THE EXISTING FOOTINGS IS TO BE LEVELED OFF AND CLEANED OF ALL LOOSE OR DETRIMENTAL MATERIAL. 13. NO PROJECTING PORTIONS OF THE EXISTING FOOTINGS ARE TO BE TRIMMED EXCEPT AS SHOWN ON THE DRAWINGS OR DIRECTED BY THE ENGINEER. 14. ANTI-HEAVE PRECAUTIONS: BEFORE CARRYING OUT CONCRETING INTRODUCE ANTI-HEAVE PRECAUTIONS IN THE FORM OF CLAY MASTER AS DIRECTED BY THE ENGINEER TO THE FACES OF THE EXCAVATION. 15. PLACING CONCRETE: THE CONCRETE FOR THE UNDERPINNING IS TO BE RC35 CONCRETE AND POURED CONTINUOUSLY TO 75MM BELOW THE SOFFIT OF THE EXISTING FOOTING. THE CONCRETE IS TO BE FULLY COMPACTED USING A MECHANICAL VIBRATOR. 16. THE TOP 75MM OF THE PIN IS TO BE FILLED TO THE FULL DEPTH AND WIDTH OF THE VOID WITH A 3:1 SHARP SAND:CEMENT MIX DRY PACK MIXED HAND DAMP AND RAMMED IN WELL SOLID.