sample rc drawings-sunit k dhingra-complete

8. BLOOCKD

10. SAMPPLEFOUN NDATIONNPLAN

11. SAMPLEGROUNNDFLOO ORPLAN

12. SAAMPLEELEVATIO ONS

13. SAMPLLESECTIOONSTHRROUGHS SUBSTRUUCTURE

14. BLOOCKG

17. SAMPPLEFOUNNDATIONNPLAN

18. SAMPLEEGROUNNDFLOO ORPLANN

19. SAAMPLEELEVATIOONS

20. SAMPLLESECTIOONSTHRROUGHSSUBSTRUUCTURE

21. UNDEERGROUUNDCAR PARK

24. SAMPPLEFOUNNDATIONNPLAN

25. AOV access Smoke Extract walk way Lift Overrun R o o fR o o f R o o f Plant Screen Plant Screen R o o f B e l o w Terrace Below RWO RWO RWO RWO RWO RWO Plant AC(20)S07AC(20)S04 AC(20)S06 AC(20)S06 AC(20)S07AC(20)S02 AC(20)S04 AC(20)S10 AC(20)S03 AC(20)S03 AC(20)S05 AC(20)S05AC(20)S01 C(20)S08 AC(20)S08 C(20)S09 AC(20)S09 AC(20)S10 GD F F GB D M C C E EA H H J J K 3 S011 2 S010 CRANKED STEEL MANSARD FRAMES FROM FIFTH FLOOR TO COLUMN UNDER 3 S105 CA CB CC CD CE CF CG C1 C2 C3 C4 1 S010 CRANKED STEEL MANSARD FRAMES FROM FIFTH FLOOR TO COLUMN UNDER 150x90x10 RSA TO SUPPORT ROOF SLAB 200 RC SLAB 200 RC SLAB SSL TBC 150thk WATERPROOFING UPSTAND ALL AROUND. REFER TO ARCHITECT'S DRAWING FOR DETAILS 4 S011 2 S106 FB1 FB1 FB1 FB1 FB1 FB3 FB5 FB5 FB6 FB4 FB4 FB4 FB3 FB2 FB2FB5FB2 FB1 FB2FB1 FB2 FB2FB1 FB2FB1 FB2 FB2FB1 FB1 FB2FB3 FB1 FB1 FB2 FB1 FB1 FB1 FB2 FB2 FB1 5 S208 6 S208 7 S208 8 S208 9 S208 10 S208 11 S208 12 S208 CE C2 200mm SLAB 4 S011 10 S208 12 S208 12040150150450 250 ROOF FINISHES ROOF SLAB FB1 450 140x7 190x10 6 5 43 2 No. @ 300mm c/c TBC Reference Depth Flange(mm) Flange(mm) (mm) (mm) (kg/m) (kN) U.N.O Beam Beam Top Bottom Web CF Weld Gross Mass Shear Stud Row Reactions FB2 450 190x10 220x10 7 5 56 2 No. @ 300mm c/c TBC FB3 450 190x11 200x12 7 5 59 2 No. @ 300mm c/c TBC FB4 450 220x10 230x25 25 5 144 2 No. @ 300mm c/c TBC FB5 450 330x20 330x22 16 5 160 2 No. @ 300mm c/c TBC FB6 450 420x28 420x30 17 5 244 2 No. @ 300mm c/c TBC FATSEC BEAM REFERENCE TABLE AT ROOF LEVEL 0161 819 3060 01675 467 484 NOTES www.campbellreith.com Status/Revision CAD filename Campbell Reith Hill LLP 2006 Drg No.Job No. C drawn date Client Job Title C1 checkedscale @ A1 020 7340 1700 01737 784 500 LONDON REDHILL Status/ Rev MANCHESTER BIRMINGHAM Description Date By 00 971 4345 70880117 916 1066BRISTOL DUBAI 1 DO NOT SCALE THIS DRAWING ON PRINT OR ELECTRONICALLY. WORK FROM FIGURED DIMENSIONS ONLY. 2 No deviation from the details shown on this drawing is allowed without Campbell Reith Hill's prior permission in writing. 3 Read this drawing with all Architects, Service Engineers and Campbell Reith Hill's relevant details and drawings. 4 All work is to be in accordance with the relevant specifications issued by Campbell Reith Hill, British Standard Codes of Practice, Statutory requirements and the Contract Documents. 5 DRAWING STATUS:- S :- SCHEME - Outline/Scheme drawings for proposals, budgets etc. D :- DESIGN DEVELOPMENT - Evolving final design drawings for approvals, tenders, billing etc C :- CONSTRUCTION - Fully developed drawings issued under instruction for construction. ONLY STATUS C DRAWINGS TO BE USED FOR CONSTRUCTION. As indicated CORK STREET MEWS POLLEN ESTATES SKD 10656 S106 D3 SEPT.14 ROOF PLAN ROOF PLAN SCALE 1:100 6. Refer to 10656-S100 for typical notes. 7. Mansard / Dormer is a CDP package. 8. Plant screens, plant support, walkways etc associate with roof top plant is a CDP package. 1 : 100 PLANT LIFT OVERRUN 3 D3 DRAFT STAGE `E` ISSUE. 26.08.14 SKD UPDATED TO ARCHITECT COMMENTS TYPICAL ROOF BUILD UP SCALE 1:10

26. -01-BASEMENT 18,315 CE TOC 16,810 TOC 16,745 TOC 18,2401500 1500 1500 1477 T.O.C 18,310 18,310 -01-BASEMENT 18,315 C2 TOC 16,810 1500 1525 18,310 18,310 1505 1505 2400 250 RC WALL 250 RC WALL 250 RC WALL C2 TOC 18,245 TOC 16,7451500 1500 1500 250 RC WALL 300 1495 2400 SSL 18,240 C4 20,430 50 75 1250 75 325 240 T.O.C 17,120 300 EXISTING BUILDING GROUND BEAM & PILECAP (BEYOND) 17,080 ACCESS CORRIDOR BOND STREET HOUSE BOILER & WATER TANK ROOMS 16,000 CD CE CF CGT.O.C + 20,925 T.O.C + 20,825 T.O.C + 21,700 T.O.C + 17,120 T.O.C + 18,000 T.O.C + 18,240 300 300 300 350 300 300 1100DP X 800 RC GROUND BEAM 325 300 RC WALL800x200 R.C. COLUMN 1050dp x 300 RC BEAM 300 RC WALL 875 T.O.C 21,500 T.O.C. 20,825 325 7 S200 C3 C4 SSL+ 21,500 SSL+ 20,825 SSL + 20,925 SSL + 18,310 SSL + 17,120 1100DP X 800 RC GROUND BEAM 1100DP X 800 RC GROUND BEAM 1100DP X 800 RC GROUND BEAM 1100DP X 800 RC GROUND BEAM 300 RC WALL 300 350 300 300 300 300 8 S209 C3 C4 SSL 21,500 SSL 20,925 350 300 575 8 S209 0161 819 3060 01675 467 484 NOTES www.campbellreith.com Status/Revision CAD filename Campbell Reith Hill LLP 2006 Drg No.Job No. C drawn date Client Job Title C1 checkedscale @ A1 020 7340 1700 01737 784 500 LONDON REDHILL Status/ Rev MANCHESTER BIRMINGHAM Description Date By 00 971 4345 70880117 916 1066BRISTOL DUBAI 1 DO NOT SCALE THIS DRAWING ON PRINT OR ELECTRONICALLY. WORK FROM FIGURED DIMENSIONS ONLY. 2 No deviation from the details shown on this drawing is allowed without Campbell Reith Hill's prior permission in writing. 3 Read this drawing with all Architects, Service Engineers and Campbell Reith Hill's relevant details and drawings. 4 All work is to be in accordance with the relevant specifications issued by Campbell Reith Hill, British Standard Codes of Practice, Statutory requirements and the Contract Documents. 5 DRAWING STATUS:- S :- SCHEME - Outline/Scheme drawings for proposals, budgets etc. D :- DESIGN DEVELOPMENT - Evolving final design drawings for approvals, tenders, billing etc C :- CONSTRUCTION - Fully developed drawings issued under instruction for construction. ONLY STATUS C DRAWINGS TO BE USED FOR CONSTRUCTION. 1 : 50 CORK STREET MEWS POLLEN ESTATES SKD 10656 S200 D1 AUG '14 SUB STRUCTURE SECTIONS-SHEET 1 1 : 50 1-1 200 1 1 : 50 2-2 200 2 1 : 50 3-3 200 3 1 : 50 4-4 200 4 1 : 50 5-5 200 5 1 : 50 6-6 200 6 1 : 50 7-7 S200 7

27. C3 FB4 FB1 C3 SSL 39,610 UB457x191x82 450x450 RC COLUMN 325 RC SLAB FB2 FB4 C2 FB1 FB1 FB5 T.O.S 43,208 CD SSL 43,215 (T.B.C) FB6 200 RC SLAB T.O.S 43,208 SSL 43,215 FB1 200 RC SLABFB3 250 RC WALL C2 SSL 45,715 SSL 41,412 T.O.S 43,208 200 RC SLAB 250 RC WALL 200 RC SLAB FB1 FB3 FB1 200 RC SLAB 250 RC WALL FB3 SSL 43,215T.O.C 43,215 C1 C2C3 UB457x191x82 UB203x102x23 FB2 UB203x102x23 UB457x191x82 FB2 FB3 FB3 SSL 39,610 SSL 40,100 SSL 45,715 SSL 40,910 SSL 40,100 800x200 RC COLUMN 200 RC WALL 250 RC WALL 250 RC SLAB 250 RC SLAB 815dp x 200w RC BEAM 325 RC SLAB 0161 819 3060 01675 467 484 NOTES www.campbellreith.com Status/Revision CAD filename Campbell Reith Hill LLP 2006 Drg No.Job No. C drawn date Client Job Title C1 checkedscale @ A1 020 7340 1700 01737 784 500 LONDON REDHILL Status/ Rev MANCHESTER BIRMINGHAM Description Date By 00 971 4345 70880117 916 1066BRISTOL DUBAI 1 DO NOT SCALE THIS DRAWING ON PRINT OR ELECTRONICALLY. WORK FROM FIGURED DIMENSIONS ONLY. 2 No deviation from the details shown on this drawing is allowed without Campbell Reith Hill's prior permission in writing. 3 Read this drawing with all Architects, Service Engineers and Campbell Reith Hill's relevant details and drawings. 4 All work is to be in accordance with the relevant specifications issued by Campbell Reith Hill, British Standard Codes of Practice, Statutory requirements and the Contract Documents. 5 DRAWING STATUS:- S :- SCHEME - Outline/Scheme drawings for proposals, budgets etc. D :- DESIGN DEVELOPMENT - Evolving final design drawings for approvals, tenders, billing etc C :- CONSTRUCTION - Fully developed drawings issued under instruction for construction. ONLY STATUS C DRAWINGS TO BE USED FOR CONSTRUCTION. 1 : 50 CORK STREET MEWS POLLEN ESTATES SKD 10656 S208 SEPT.14 ROOF SECTIONS 1 : 50 SECTION 5-5 5 1 : 50 SECTION 6-6 6 1 : 50 SECTION 7-7 7 1 : 50 SECTION 8-8 8 1 : 50 SECTION 9-9 9 1 : 50 SECTION 10-10 10 1 : 50 SECTION 11-11 11 1 : 50 SECTION 12-12 12

28. 3 S011 2 S010 325 RC SLAB BELOW500 RC WALL NEW FACADE EXISTING FLOOR RETAINED CA CB CC CD CE CF CG C1 C2 C3 C4 N1 N2 N3 N4 NA NB NC ND NE NF NG 1 S010 RC3 RC3 RC3 RC1 RC1 RC1 RC1 RC1 RC1 RC1 RC1 RC1 RC1 RC1 RC1 RC1 RC1 RC1 RC1 RC1 RC1 RC1 RC1 RC6 RC6 RC1 below RC2 RC1 RC3 200RCWALL SC2 SC2 SC2 SC1 SC1 SC1 SC1 SC2 SC2 SC2 SC1 SC1 SC1 SB1 SB1 SB1 SB1 SB1 SB1 SB1 SB1 SB1 SB1 SB1 SB1 SB1 SB6 SB6 SB1 SB1 SB3 SB3 SB3 SB3 SB4 RC1 BELOW300 RC WALL STEPINSSL 300 RC SLAB SSL +20,925 m 1050dpx300RCBEAM 1050dpx300RCBEAM 300 RC SLAB SSL +20,825 m MEWS LEVEL TO ALLOW FOR INCOMING POWER CABLES SSL +21,700 m 325 RC SLAB SSL +20,825 m 200RCWALL STEP IN SSL BELOW300 RC WALL BEAM BEAM SC2 SC2 SC2 SC2 SB1 EXTENT OF REAR FACADE TO BE RETAINED SB1 SB1 SB1 SB1 CB CB 450 STRIP FOOTING FOUNDED AT 18.730 EXTENT OF REAR WALL TO BE REMOVED SUPPORT OF NEW TIMBER FLOOR ON EXISTING WALL T.B.C FOLLOWING OPENING UP ALL EXISTING JOIST SPANS T.B.C FOLLOWING OPENING UP WORKS 1050dp x 300 RC BEAM 2 S115 below RC1 SB1 SB1 3 S115 C S115 4 S011 EXISTING MANHOLE SIZE UNKNOWN IL 18.730 200 RC SLAB SFL TBC 2 S116 4 S116 3 S116 1 S116 RC3 INDICATES SPAN OF 150 PRE CAST PLANKS DETAILS TBC RC3 300 RC BEAM BELOW 300RCBEAM BELOW 4 S200 COLUMN UNDER RC3 (BELO W ) RC3 (BELO W ) 555dpx300RCBEAM 150x90x10RSA RESIN ANCHORED TO RC BEAM WITH M12 BOLTS @ 300 C/C IN HILTI HY-150 SSL+ +20,825 m SSL +20,430 m 325 RC SLAB A S100 SSL +21,500 m 350 RC SLAB 740dp x 300 RC BEAM RC1 RC1 5 S200 6 S200 below RC3 below RC3 INDICATES SPAN OF 150 PRE CAST PLANKS DETAILS TBC STEP IN SSL 7 S200 8 S209 RC5 BELOW300RCWALL 325 RC SLAB BELOW300RCWALL BELOW300 RC WALL2000 2000 2000 2000 2250 2000 20001000100022501000 1250693 BELOW200RCWALL 1700 1250 173 1500 2765 175 1299 775 6200750800 25 6. Refer to structural philosophy document for further details. 7. Reinforced concrete Slabs : RC 32/40 Walls : RC 32/40 Columns : RC 50/60 8. All RC core walls to be 250mm thick UNO. 9. Position of new walls & columns against existing structure to be determined following opening up, agreement on party wall and post demolition survey. Allow for limitations on pour heights to avoid excessive hydrostatic forces on existing structures. 10. UKPN details required to develop substation structure. 11. Scheme is prepared without opening up works. Design is subject to detailed review following investigation works. 12. Temporary works to be coordinated by main contractor to ensure no clashes with permanent works. 13. Openings through ground floor slab to provide connectivity between retail units to be agreed. 14. Refer to 10656-S100 for typical notes. 1. ALL STEELWORK TO BE GRADE S355 2. ALL CONNECTIONS TO BE MOMENT RESISTANT 3. ALL STEELWORK PREPARED TO SA 2.5, PRIMED WITH EPOXY ZINC PHOSPHATE PRIMER & INTUMESCENT PAINTED 4. ALL EDGE BEAMS & COLUMNS AGAINST EXISTING FACADE TO HAVE RESTRAINT FIXINGS TO TIE IN THE FACADE 5. EXISTING TIMBER FLOORS MAY REQUIRE STIFFENING SHOULD THEY PROVE LIVELY SPAN OF 50x250 C24 JOISTS @ 300 CRS. (U.N.O) 100x100x4.0 SHS CROSS BRACING CB NEW BOND STREET NOTES: CD 200 750 750 200 775 1000 200 7 S200 0161 819 3060 01675 467 484 NOTES www.campbellreith.com Status/Revision CAD filename Campbell Reith Hill LLP 2006 Drg No.Job No. C drawn date Client Job Title C1 checkedscale @ A1 020 7340 1700 01737 784 500 LONDON REDHILL Status/ Rev MANCHESTER BIRMINGHAM Description Date By 00 971 4345 70880117 916 1066BRISTOL DUBAI 1 DO NOT SCALE THIS DRAWING ON PRINT OR ELECTRONICALLY. WORK FROM FIGURED DIMENSIONS ONLY. 2 No deviation from the details shown on this drawing is allowed without Campbell Reith Hill's prior permission in writing. 3 Read this drawing with all Architects, Service Engineers and Campbell Reith Hill's relevant details and drawings. 4 All work is to be in accordance with the relevant specifications issued by Campbell Reith Hill, British Standard Codes of Practice, Statutory requirements and the Contract Documents. 5 DRAWING STATUS:- S :- SCHEME - Outline/Scheme drawings for proposals, budgets etc. D :- DESIGN DEVELOPMENT - Evolving final design drawings for approvals, tenders, billing etc C :- CONSTRUCTION - Fully developed drawings issued under instruction for construction. ONLY STATUS C DRAWINGS TO BE USED FOR CONSTRUCTION. As indicated CORK STREET MEWS POLLEN ESTATES SKD 10656 S100 D6 SEPT.14 GROUND FLOOR PLAN GROUND FLOOR PLAN SCALE 1:200 @ A3 RC COLUMN SCHEDULE REF. DESCRIPTION RC1 200x800 RC COLUMN RC2 300x300 RC COLUMN RC3 500x500 RC COLUMN RC4 450x450 RC COLUMN RC5 250x600 RC COLUMN RC6 250x800 RC COLUMN STEEL COLUMN SCHEDULE REF. DESCRIPTION SC1 UC203x203x46 SC2 UC254x254x73 STEEL BEAM SCHEDULE REF. DESCRIPTION SB1 UB254x146x31 SB2 UB305x165x46 SB3 UB254x146x37 SB4 UB203x102x23 SB5 UB457x191x98 SB6 UB254x146x43 1 : 50 ENLARGED PLAN-A A D6 DRAFT STAGE E ISSUE. REVISED TO SUIT CURRENT ARCHITECTS DRAWINGS. 26.08.14 SKD

29. UNDERPINNINGTOEXISTINGWALL UNDERPINNING TO EXISTING WALL & VAULT SLAB UNDERPINNINGTOEXISTINGWALL 1500DP. PILE CAP APPROXIMATE LINE OF EXISTING SEWER @ IL = 18.73m (Aprx.) 300 RC WALL 300 RC SLAB 300 RC SLAB 300 RC WALL NEW BASEMENT EXCAVATION & CONSTRUCTION FOR NEW STAIR / LIFT CORE RETAIN SUPPORT TO EXISTING FACADE EXTENT OF EXISTING BASEMENT UNKNOWN IN THIS AREA. ASSUME NEW BASEMENT EXCAVATION & CONSTRUCTION FOR EDF SUB-STATION UNDERPINNINGTOEXISTINGWALL CA CB CC CD CE CF CG C1 C2 C3 C4 N1 N2 N3 N4 NA NB NC ND NE NF NG RC1 RC1 RC1 RC1 RC1 RC1 RC3 RC3 RC1 RC1 RC3 RC3 RC1 RC1 RC1 RC1 RC1 RC2 RC1 RC1 RC1 1500DP. PILE CAP SSL +18,310 m RC1 300 RC WALL 300RCWALL 300 RC SLAB SSL +18,240 m RC3 SC2 SC2 SC2 SC2 SC2 SC2 SC2 SC2 SC2 SC1 SC1 SC1 POTENTIAL REMOVAL FOLLOWING A.I.P AGREEMENT OPENING UP WORKS CB SSL +17,360 m 300 RC SLAB SSL +17,120 m 2 S115 RC1 3 S115 4 S115 5 S115 1 S115 . EXTENT OF EXISTING UNDERPINNING. HATCHED PINS AS SECTION 1/115 OTHERS AS SECTION 4/115 EXISTING MANHOLE SIZE UNKNOWN IL 18.730 2 S116 4 S116 3 S116 1 S116 RC2 RC2 RC2 RC3 RC3 1 S200 2 S200 3 S200 RC3 900 RCWALL(UNDER) 300 A S099 4 S200 RC2 RC2 RC2 5 S200 6 S200 7 S200 8 S209 RC3 RC3 RC5 640 3102 340 1595 2130 2300 3325 3325 1000 1000 5200 5200 1395 4863 4863 20692944 100 100 2165 2515 2385 1974 2385 650 GB1 300 RC SLAB 300 RC SLAB 865 6200750800 25 6. Refer to structural philosophy document for further details. 7. Reinforced concrete Slabs : RC 32/40 Walls : RC 32/40 Columns : RC 50/60 Pilecaps & Gnd.Beams : Grade 40 Basement Slab : Grade 40 Chemical Class to be determined following site investigation. 8. All RC walls to be 250mm thick UNO. 9. Position of new walls & columns against existing structure to be determined following opening up, agreement on party wall and post demolition survey. 10. Scheme is prepared without opening up works. Design is subject to detailed review following investigation works. 1. ALL STEELWORK TO BE GRADE S355 2. ALL CONNECTIONS TO BE MOMENT RESISTANT 3. ALL STEELWORK PREPARED TO SA 2.5, PRIMED WITH EPOXY ZINC PHOSPHATE PRIMER & INTUMESCENT PAINTED 4. ALL EDGE BEAMS & COLUMNS AGAINST EXISTING FACADE TO HAVE RESTRAINT FIXINGS TO TIE IN THE FACADE 5. EXISTING TIMBER FLOORS MAY REQUIRE STIFFENING SHOULD THEY PROVE LIVELY SPAN OF 50x250 C24 JOISTS @ 300 CRS. (U.N.O) 100x100x4.0 SHS CROSS BRACING CB NEW BOND STREET NOTES: CD 750 840 840 1000 290 200 200 865 7 S200 0161 819 3060 01675 467 484 NOTES www.campbellreith.com Status/Revision CAD filename Campbell Reith Hill LLP 2006 Drg No.Job No. C drawn date Client Job Title C1 checkedscale @ A1 020 7340 1700 01737 784 500 LONDON REDHILL Status/ Rev MANCHESTER BIRMINGHAM Description Date By 00 971 4345 70880117 916 1066BRISTOL DUBAI 1 DO NOT SCALE THIS DRAWING ON PRINT OR ELECTRONICALLY. WORK FROM FIGURED DIMENSIONS ONLY. 2 No deviation from the details shown on this drawing is allowed without Campbell Reith Hill's prior permission in writing. 3 Read this drawing with all Architects, Service Engineers and Campbell Reith Hill's relevant details and drawings. 4 All work is to be in accordance with the relevant specifications issued by Campbell Reith Hill, British Standard Codes of Practice, Statutory requirements and the Contract Documents. 5 DRAWING STATUS:- S :- SCHEME - Outline/Scheme drawings for proposals, budgets etc. D :- DESIGN DEVELOPMENT - Evolving final design drawings for approvals, tenders, billing etc C :- CONSTRUCTION - Fully developed drawings issued under instruction for construction. ONLY STATUS C DRAWINGS TO BE USED FOR CONSTRUCTION. As indicated CORK STREET MEWS POLLEN ESTATES SKD 10656 S099 D8 SEPT.14 BASEMENT PLAN BASEMENT PLAN SCALE 1:200 @ A3 RC COLUMN SCHEDULE REF. DESCRIPTION RC1 200x800 RC COLUMN RC2 300x300 RC COLUMN RC3 500x500 RC COLUMN RC4 450x450 RC COLUMN RC5 250x600 RC COLUMN RC6 250x800 RC COLUMN STEEL COLUMN SCHEDULE REF. DESCRIPTION SC1 UC203x203x46 SC2 UC254x254x73 1 : 50 ENLARGED PLAN-A A D8 DRAFT STAGE E ISSUE. REVISED TO SUIT CURRENT ARCHITECTS DRAWINGS. 26.08.14 SKD

30. CAMBELL REITH (LONDON) CORK STREET MEWS

31. CAMBELL REITH (LONDON) CORK STREET MEWS

32. 33 KING WILLIAM STREET

sample rc drawings-sunit k dhingra-complete

Documents

roof finishes roof slab

cc tbc fb4

cc tbc fb3

cc tbc fb5

o beam beam

cc tbc fb6

s208 ce c2

o w terrace