BLOCK X BLOCK P BLOCK Q BLOCK R BLOCK S BLOCK W BLOCK O BLOCK L Portfolio Drawing AutoCAD Block L (Plot 200-202) Foundation Plans 1:50 FK AC/E-A101 ! 2 1 3 4 ! 2 1 3 4 ! 2 1 3 4
Precast concrete beam and block flooring designed and supplied by specialist manufacturer
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Direction of span of Beam and Block
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1.All bases to be positioned centrally under walls UNO. All bases to be positioned centrally under walls UNO. 2.Concrete grade to be C28/35 Concrete grade to be C28/35 3.The final design of the buried concrete is based on soil The final design of the buried concrete is based on soil class DS-1, ACEC Class AC-1 4.Mortar in load bearing walls above dpc to be designation Mortar in load bearing walls above dpc to be designation (III) to B.S.5628 part 1:1992 5.Mortar in load bearing walls below dpc to be designation Mortar in load bearing walls below dpc to be designation (II) TO B.S.5628 part 1:1992 6.All blockwork above ground floor, density and strength to All blockwork above ground floor, density and strength to be as RWP design report. (density max, strength min) 7.Any deviation between RWP and architects drawings must Any deviation between RWP and architects drawings must be brought to the attention of RWP before works proceed on site.
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GENERAL NOTES
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Denotes: top of concrete
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TOC
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Formation level
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F.L.
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NOTE: Any floor block embedded in wall must have equal characteristic strength to vertical wall when block is laid flat. This must be and assured compliant by floor supplier
Specific health & safety risks associated with this project are highlighted with the caution symbol adjacent to the item of risk. Please refer to risk schedule contained on each individual drawing.
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Unless highlighted there are no specific health & safety risks associated with this drawing, as a direct result of our design, apart from the common issues associated with construction that will need to be assessed by a competent contractor prior to the undertaking of any works.
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RISK SCHEDULE
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ITEM DESCRIPTION OF RISK & ACTION
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Soil report by ST CONSULT encountered water from 0.5mbgl. Water pumping of excavations may be required.
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Excavation into virgin ground. Contractor to check for voids or underground obstructions such as existing drains, land drains and gravel pits.
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ST CONSULT Report states that a careful watch should
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be kept for any areas of more significant
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contamination, once ground works
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commence, although on the basis of the findings to
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date, significant contamination is not anticipated.
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Suspended ground floor is designed for permanent
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loads of finishes DL=0.5 kN/m2 and Imposed loads
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LL=1.5 kN/m2. Temporary loads on plain concrete
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must not exceed these UDL loads.
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Beam & Block
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Direction of span of Beamshield
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BS
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LEGEND
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Precast concrete beam and block flooring designed and supplied by specialist manufacturer
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Direction of span of Beam and Block
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1.All bases to be positioned centrally under walls UNO. All bases to be positioned centrally under walls UNO. 2.Concrete grade to be C28/35 Concrete grade to be C28/35 3.The final design of the buried concrete is based on soil The final design of the buried concrete is based on soil class DS-1, ACEC Class AC-1 4.Mortar in load bearing walls above dpc to be designation Mortar in load bearing walls above dpc to be designation (III) to B.S.5628 part 1:1992 5.Mortar in load bearing walls below dpc to be designation Mortar in load bearing walls below dpc to be designation (II) TO B.S.5628 part 1:1992 6.All blockwork above ground floor, density and strength to All blockwork above ground floor, density and strength to be as RWP design report. (density max, strength min) 7.Any deviation between RWP and architects drawings must Any deviation between RWP and architects drawings must be brought to the attention of RWP before works proceed on site.
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GENERAL NOTES
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Denotes: top of concrete
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TOC
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Formation level
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F.L.
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NOTE: Any floor block embedded in wall must have equal characteristic strength to vertical wall when block is laid flat. This must be and assured compliant by floor supplier
Specific health & safety risks associated with this project are highlighted with the caution symbol adjacent to the item of risk. Please refer to risk schedule contained on each individual drawing.
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Unless highlighted there are no specific health & safety risks associated with this drawing, as a direct result of our design, apart from the common issues associated with construction that will need to be assessed by a competent contractor prior to the undertaking of any works.
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RISK SCHEDULE
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ITEM DESCRIPTION OF RISK & ACTION
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Soil report by ST CONSULT encountered water from 0.5mbgl. Water pumping of excavations may be required.
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Excavation into virgin ground. Contractor to check for voids or underground obstructions such as existing drains, land drains and gravel pits.
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ST CONSULT Report states that a careful watch should
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be kept for any areas of more significant
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contamination, once ground works
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commence, although on the basis of the findings to
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date, significant contamination is not anticipated.
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Suspended ground floor is designed for permanent
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loads of finishes DL=0.5 kN/m2 and Imposed loads
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LL=1.5 kN/m2. Temporary loads on plain concrete
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must not exceed these UDL loads.
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Beam & Block
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Direction of span of Beamshield
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BS
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LEGEND
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Precast concrete beam and block flooring designed and supplied by specialist manufacturer
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Direction of span of Beam and Block
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1.All bases to be positioned centrally under walls UNO. All bases to be positioned centrally under walls UNO. 2.Concrete grade to be C28/35 Concrete grade to be C28/35 3.The final design of the buried concrete is based on soil The final design of the buried concrete is based on soil class DS-1, ACEC Class AC-1 4.Mortar in load bearing walls above dpc to be designation Mortar in load bearing walls above dpc to be designation (III) to B.S.5628 part 1:1992 5.Mortar in load bearing walls below dpc to be designation Mortar in load bearing walls below dpc to be designation (II) TO B.S.5628 part 1:1992 6.All blockwork above ground floor, density and strength to All blockwork above ground floor, density and strength to be as RWP design report. (density max, strength min) 7.Any deviation between RWP and architects drawings must Any deviation between RWP and architects drawings must be brought to the attention of RWP before works proceed on site.
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GENERAL NOTES
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Denotes: top of concrete
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TOC
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Formation level
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F.L.
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NOTE: Any floor block embedded in wall must have equal characteristic strength to vertical wall when block is laid flat. This must be and assured compliant by floor supplier
Specific health & safety risks associated with this project are highlighted with the caution symbol adjacent to the item of risk. Please refer to risk schedule contained on each individual drawing.
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Unless highlighted there are no specific health & safety risks associated with this drawing, as a direct result of our design, apart from the common issues associated with construction that will need to be assessed by a competent contractor prior to the undertaking of any works.
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RISK SCHEDULE
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ITEM DESCRIPTION OF RISK & ACTION
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Soil report by ST CONSULT encountered water from 0.5mbgl. Water pumping of excavations may be required.
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Excavation into virgin ground. Contractor to check for voids or underground obstructions such as existing drains, land drains and gravel pits.
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ST CONSULT Report states that a careful watch should
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be kept for any areas of more significant
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contamination, once ground works
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commence, although on the basis of the findings to
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date, significant contamination is not anticipated.
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Suspended ground floor is designed for permanent
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loads of finishes DL=0.5 kN/m2 and Imposed loads
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LL=1.5 kN/m2. Temporary loads on plain concrete
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must not exceed these UDL loads.
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Beam & Block
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Direction of span of Beamshield
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BS
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BLOCK P
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Portfolio Drawing
AutoCAD
Block L (Plot 194-196)
Foundation Plans
1:50 FK
AC/E-A102
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BS
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Beam & Block
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Beam & Block
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BS
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Beam & Block
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Beam & Block
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15.725 FFL
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15.650 SSL
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15.725 FFL
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15.650 SSL
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15.725 FFL
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15.650 SSL
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PLOT 194 BLOCK O
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PLOT 195 BLOCK O
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PLOT 196 BLOCK O
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KEY PLAN
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T1
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FK
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Tender Issue
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Precast concrete beam and block flooring designed and supplied by specialist manufacturer
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Direction of span of Beam and Block
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1.All bases to be positioned centrally under walls UNO. All bases to be positioned centrally under walls UNO. 2.Concrete grade to be C28/35 Concrete grade to be C28/35 3.The final design of the buried concrete is based on soil The final design of the buried concrete is based on soil class DS-1, ACEC Class AC-1 4.Mortar in load bearing walls above dpc to be designation Mortar in load bearing walls above dpc to be designation (III) to B.S.5628 part 1:1992 5.Mortar in load bearing walls below dpc to be designation Mortar in load bearing walls below dpc to be designation (II) TO B.S.5628 part 1:1992 6.All blockwork above ground floor, density and strength to All blockwork above ground floor, density and strength to be as RWP design report. (density max, strength min) 7.Any deviation between RWP and architects drawings must Any deviation between RWP and architects drawings must be brought to the attention of RWP before works proceed on site.
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Denotes: top of concrete
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Formation level
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NOTE: Any floor block embedded in wall must have equal characteristic strength to vertical wall when block is laid flat. This must be and assured compliant by floor supplier
Specific health & safety risks associated with this project are highlighted with the caution symbol adjacent to the item of risk. Please refer to risk schedule contained on each individual drawing.
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Unless highlighted there are no specific health & safety risks associated with this drawing, as a direct result of our design, apart from the common issues associated with construction that will need to be assessed by a competent contractor prior to the undertaking of any works.
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RISK SCHEDULE
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ITEM DESCRIPTION OF RISK & ACTION
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Soil report by ST CONSULT encountered water from 0.5mbgl. Water pumping of excavations may be required.
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Excavation into virgin ground. Contractor to check for voids or underground obstructions such as existing drains, land drains and gravel pits.
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ST CONSULT Report states that a careful watch should
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be kept for any areas of more significant
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contamination, once ground works
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commence, although on the basis of the findings to
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date, significant contamination is not anticipated.
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Suspended ground floor is designed for permanent
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loads of finishes DL=0.5 kN/m2 and Imposed loads
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LL=1.5 kN/m2. Temporary loads on plain concrete
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must not exceed these UDL loads.
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Direction of span of Beamshield
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Precast concrete beam and block flooring designed and supplied by specialist manufacturer
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Direction of span of Beam and Block
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1.All bases to be positioned centrally under walls UNO. All bases to be positioned centrally under walls UNO. 2.Concrete grade to be C28/35 Concrete grade to be C28/35 3.The final design of the buried concrete is based on soil The final design of the buried concrete is based on soil class DS-1, ACEC Class AC-1 4.Mortar in load bearing walls above dpc to be designation Mortar in load bearing walls above dpc to be designation (III) to B.S.5628 part 1:1992 5.Mortar in load bearing walls below dpc to be designation Mortar in load bearing walls below dpc to be designation (II) TO B.S.5628 part 1:1992 6.All blockwork above ground floor, density and strength to All blockwork above ground floor, density and strength to be as RWP design report. (density max, strength min) 7.Any deviation between RWP and architects drawings must Any deviation between RWP and architects drawings must be brought to the attention of RWP before works proceed on site.
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Denotes: top of concrete
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Formation level
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NOTE: Any floor block embedded in wall must have equal characteristic strength to vertical wall when block is laid flat. This must be and assured compliant by floor supplier
Specific health & safety risks associated with this project are highlighted with the caution symbol adjacent to the item of risk. Please refer to risk schedule contained on each individual drawing.
AutoCAD SHX Text
Unless highlighted there are no specific health & safety risks associated with this drawing, as a direct result of our design, apart from the common issues associated with construction that will need to be assessed by a competent contractor prior to the undertaking of any works.
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RISK SCHEDULE
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ITEM DESCRIPTION OF RISK & ACTION
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Soil report by ST CONSULT encountered water from 0.5mbgl. Water pumping of excavations may be required.
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Excavation into virgin ground. Contractor to check for voids or underground obstructions such as existing drains, land drains and gravel pits.
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ST CONSULT Report states that a careful watch should
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be kept for any areas of more significant
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contamination, once ground works
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commence, although on the basis of the findings to
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date, significant contamination is not anticipated.
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Suspended ground floor is designed for permanent
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loads of finishes DL=0.5 kN/m2 and Imposed loads
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LL=1.5 kN/m2. Temporary loads on plain concrete
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must not exceed these UDL loads.
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Direction of span of Beamshield
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Precast concrete beam and block flooring designed and supplied by specialist manufacturer
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Direction of span of Beam and Block
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1.All bases to be positioned centrally under walls UNO. All bases to be positioned centrally under walls UNO. 2.Concrete grade to be C28/35 Concrete grade to be C28/35 3.The final design of the buried concrete is based on soil The final design of the buried concrete is based on soil class DS-1, ACEC Class AC-1 4.Mortar in load bearing walls above dpc to be designation Mortar in load bearing walls above dpc to be designation (III) to B.S.5628 part 1:1992 5.Mortar in load bearing walls below dpc to be designation Mortar in load bearing walls below dpc to be designation (II) TO B.S.5628 part 1:1992 6.All blockwork above ground floor, density and strength to All blockwork above ground floor, density and strength to be as RWP design report. (density max, strength min) 7.Any deviation between RWP and architects drawings must Any deviation between RWP and architects drawings must be brought to the attention of RWP before works proceed on site.
AutoCAD SHX Text
Denotes: top of concrete
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Formation level
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NOTE: Any floor block embedded in wall must have equal characteristic strength to vertical wall when block is laid flat. This must be and assured compliant by floor supplier
Specific health & safety risks associated with this project are highlighted with the caution symbol adjacent to the item of risk. Please refer to risk schedule contained on each individual drawing.
AutoCAD SHX Text
Unless highlighted there are no specific health & safety risks associated with this drawing, as a direct result of our design, apart from the common issues associated with construction that will need to be assessed by a competent contractor prior to the undertaking of any works.
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RISK SCHEDULE
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ITEM DESCRIPTION OF RISK & ACTION
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Soil report by ST CONSULT encountered water from 0.5mbgl. Water pumping of excavations may be required.
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Excavation into virgin ground. Contractor to check for voids or underground obstructions such as existing drains, land drains and gravel pits.
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ST CONSULT Report states that a careful watch should
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be kept for any areas of more significant
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contamination, once ground works
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commence, although on the basis of the findings to
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date, significant contamination is not anticipated.
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Suspended ground floor is designed for permanent
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loads of finishes DL=0.5 kN/m2 and Imposed loads
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LL=1.5 kN/m2. Temporary loads on plain concrete
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must not exceed these UDL loads.
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Direction of span of Beamshield
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Date
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Rev
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Comments
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Drn
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Chkd
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Scale:
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Date:
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Drawing No:
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Revision:
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Checked:
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Drawn by:
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Title
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Project
BL
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K X
BLOCK P
BLOCK Q
BLOCK R
BLOCK S
BL
OC
K W
BL
OC
K O
BL
OC
K L
Portfolio Drawing
AutoCAD
Block L (Plot 200-202)
Foundation Plans
1:50 FK
AC/E-A103
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1
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2
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3
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4
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BS
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BS
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BS
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BS
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Beam & Block
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BS
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BS
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Beam & Block
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BS
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BS
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Beam & Block
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15.725 FFL
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15.650 SSL
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15.725 FFL
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15.650 SSL
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15.725 FFL
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15.650 SSL
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15.725 FFL
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15.650 SSL
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PLOT 196 BLOCK O
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PLOT 197 BLOCK O
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PLOT 198 BLOCK O
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PLOT 199 BLOCK O
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KEY PLAN
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T1
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FK
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Tender Issue
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Precast concrete beam and block flooring designed and supplied by specialist manufacturer
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Direction of span of Beam and Block
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1.All bases to be positioned centrally under walls UNO. All bases to be positioned centrally under walls UNO. 2.Concrete grade to be C28/35 Concrete grade to be C28/35 3.The final design of the buried concrete is based on soil The final design of the buried concrete is based on soil class DS-1, ACEC Class AC-1 4.Mortar in load bearing walls above dpc to be designation Mortar in load bearing walls above dpc to be designation (III) to B.S.5628 part 1:1992 5.Mortar in load bearing walls below dpc to be designation Mortar in load bearing walls below dpc to be designation (II) TO B.S.5628 part 1:1992 6.All blockwork above ground floor, density and strength to All blockwork above ground floor, density and strength to be as RWP design report. (density max, strength min) 7.Any deviation between RWP and architects drawings must Any deviation between RWP and architects drawings must be brought to the attention of RWP before works proceed on site.
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Denotes: top of concrete
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Formation level
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NOTE: Any floor block embedded in wall must have equal characteristic strength to vertical wall when block is laid flat. This must be and assured compliant by floor supplier
Specific health & safety risks associated with this project are highlighted with the caution symbol adjacent to the item of risk. Please refer to risk schedule contained on each individual drawing.
AutoCAD SHX Text
Unless highlighted there are no specific health & safety risks associated with this drawing, as a direct result of our design, apart from the common issues associated with construction that will need to be assessed by a competent contractor prior to the undertaking of any works.
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RISK SCHEDULE
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ITEM DESCRIPTION OF RISK & ACTION
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Soil report by ST CONSULT encountered water from 0.5mbgl. Water pumping of excavations may be required.
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Excavation into virgin ground. Contractor to check for voids or underground obstructions such as existing drains, land drains and gravel pits.
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ST CONSULT Report states that a careful watch should
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be kept for any areas of more significant
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contamination, once ground works
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commence, although on the basis of the findings to
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date, significant contamination is not anticipated.
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Suspended ground floor is designed for permanent
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loads of finishes DL=0.5 kN/m2 and Imposed loads
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LL=1.5 kN/m2. Temporary loads on plain concrete
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must not exceed these UDL loads.
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Direction of span of Beamshield
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Precast concrete beam and block flooring designed and supplied by specialist manufacturer
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Direction of span of Beam and Block
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1.All bases to be positioned centrally under walls UNO. All bases to be positioned centrally under walls UNO. 2.Concrete grade to be C28/35 Concrete grade to be C28/35 3.The final design of the buried concrete is based on soil The final design of the buried concrete is based on soil class DS-1, ACEC Class AC-1 4.Mortar in load bearing walls above dpc to be designation Mortar in load bearing walls above dpc to be designation (III) to B.S.5628 part 1:1992 5.Mortar in load bearing walls below dpc to be designation Mortar in load bearing walls below dpc to be designation (II) TO B.S.5628 part 1:1992 6.All blockwork above ground floor, density and strength to All blockwork above ground floor, density and strength to be as RWP design report. (density max, strength min) 7.Any deviation between RWP and architects drawings must Any deviation between RWP and architects drawings must be brought to the attention of RWP before works proceed on site.
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Denotes: top of concrete
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Formation level
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NOTE: Any floor block embedded in wall must have equal characteristic strength to vertical wall when block is laid flat. This must be and assured compliant by floor supplier
Specific health & safety risks associated with this project are highlighted with the caution symbol adjacent to the item of risk. Please refer to risk schedule contained on each individual drawing.
AutoCAD SHX Text
Unless highlighted there are no specific health & safety risks associated with this drawing, as a direct result of our design, apart from the common issues associated with construction that will need to be assessed by a competent contractor prior to the undertaking of any works.
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RISK SCHEDULE
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ITEM DESCRIPTION OF RISK & ACTION
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Soil report by ST CONSULT encountered water from 0.5mbgl. Water pumping of excavations may be required.
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Excavation into virgin ground. Contractor to check for voids or underground obstructions such as existing drains, land drains and gravel pits.
AutoCAD SHX Text
ST CONSULT Report states that a careful watch should
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be kept for any areas of more significant
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contamination, once ground works
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commence, although on the basis of the findings to
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date, significant contamination is not anticipated.
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Suspended ground floor is designed for permanent
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loads of finishes DL=0.5 kN/m2 and Imposed loads
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LL=1.5 kN/m2. Temporary loads on plain concrete
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must not exceed these UDL loads.
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Direction of span of Beamshield
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Precast concrete beam and block flooring designed and supplied by specialist manufacturer
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Direction of span of Beam and Block
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1.All bases to be positioned centrally under walls UNO. All bases to be positioned centrally under walls UNO. 2.Concrete grade to be C28/35 Concrete grade to be C28/35 3.The final design of the buried concrete is based on soil The final design of the buried concrete is based on soil class DS-1, ACEC Class AC-1 4.Mortar in load bearing walls above dpc to be designation Mortar in load bearing walls above dpc to be designation (III) to B.S.5628 part 1:1992 5.Mortar in load bearing walls below dpc to be designation Mortar in load bearing walls below dpc to be designation (II) TO B.S.5628 part 1:1992 6.All blockwork above ground floor, density and strength to All blockwork above ground floor, density and strength to be as RWP design report. (density max, strength min) 7.Any deviation between RWP and architects drawings must Any deviation between RWP and architects drawings must be brought to the attention of RWP before works proceed on site.
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Denotes: top of concrete
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Formation level
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NOTE: Any floor block embedded in wall must have equal characteristic strength to vertical wall when block is laid flat. This must be and assured compliant by floor supplier
Specific health & safety risks associated with this project are highlighted with the caution symbol adjacent to the item of risk. Please refer to risk schedule contained on each individual drawing.
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Unless highlighted there are no specific health & safety risks associated with this drawing, as a direct result of our design, apart from the common issues associated with construction that will need to be assessed by a competent contractor prior to the undertaking of any works.
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RISK SCHEDULE
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ITEM DESCRIPTION OF RISK & ACTION
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Soil report by ST CONSULT encountered water from 0.5mbgl. Water pumping of excavations may be required.
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Excavation into virgin ground. Contractor to check for voids or underground obstructions such as existing drains, land drains and gravel pits.
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ST CONSULT Report states that a careful watch should
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be kept for any areas of more significant
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contamination, once ground works
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commence, although on the basis of the findings to
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date, significant contamination is not anticipated.
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Suspended ground floor is designed for permanent
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loads of finishes DL=0.5 kN/m2 and Imposed loads
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LL=1.5 kN/m2. Temporary loads on plain concrete
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must not exceed these UDL loads.
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Direction of span of Beamshield
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Date
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Rev
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Comments
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Drn
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Chkd
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Scale:
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Date:
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Drawing No:
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Revision:
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Checked:
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Drawn by:
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Title
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Project
BL
OC
K X
BLOCK P
BLOCK Q
BLOCK R
BLOCK S
BL
OC
K W
BL
OC
K O
BL
OC
K L
Portfolio Drawing
AutoCAD
Block L (Plot 246-250)
Foundation Plans
1:50 FK
AC/E-A104
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1
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2
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3
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A
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B
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C
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F
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E
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D
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G
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BS
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BS
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BS
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BS
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BS
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BS
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BS
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BS
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BS
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BS
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BS
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BS
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TOC 15.725
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TOC 15.725
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TOC 15.725
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TOC 15.725
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TOC 15.725
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16.400 FFL
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16.325 SSL
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TOC 15.725
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TOC 15.725
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TOC 15.725
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TOC 15.725
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TOC 15.275
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TOC 15.275
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TOC 15.275
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15.950 FFL
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15.875 SSL
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TOC 15.275
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TOC 15.275
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TOC 15.275
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TOC 15.275
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TOC 15.275
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TOC 15.275
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TOC 15.275
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15.950 FFL
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15.875 SSL
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TOC 15.275
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TOC 15.275
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TOC 15.275
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TOC 15.275
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TOC 15.275
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TOC 15.275
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15.950 FFL
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15.875 SSL
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TOC 15.275
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TOC 15.275
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TOC 15.275
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TOC 15.275
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TOC 15.275
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15.950 FFL
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15.875 SSL
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TOC 15.275
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TOC 15.275
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TOC 15.275
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TOC 15.275
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PLOT 250 BLOCK P
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PLOT 249 BLOCK P
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PLOT 248 BLOCK P
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PLOT 247 BLOCK P
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PLOT 246 BLOCK P
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KEY PLAN
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T1
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FK
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Tender Issue
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Precast concrete beam and block flooring designed and supplied by specialist manufacturer
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Direction of span of Beam and Block
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1.All bases to be positioned centrally under walls UNO. All bases to be positioned centrally under walls UNO. 2.Concrete grade to be C28/35 Concrete grade to be C28/35 3.The final design of the buried concrete is based on soil The final design of the buried concrete is based on soil class DS-1, ACEC Class AC-1 4.Mortar in load bearing walls above dpc to be designation Mortar in load bearing walls above dpc to be designation (III) to B.S.5628 part 1:1992 5.Mortar in load bearing walls below dpc to be designation Mortar in load bearing walls below dpc to be designation (II) TO B.S.5628 part 1:1992 6.All blockwork above ground floor, density and strength to All blockwork above ground floor, density and strength to be as RWP design report. (density max, strength min) 7.Any deviation between RWP and architects drawings must Any deviation between RWP and architects drawings must be brought to the attention of RWP before works proceed on site.
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Denotes: top of concrete
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Formation level
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NOTE: Any floor block embedded in wall must have equal characteristic strength to vertical wall when block is laid flat. This must be and assured compliant by floor supplier
Specific health & safety risks associated with this project are highlighted with the caution symbol adjacent to the item of risk. Please refer to risk schedule contained on each individual drawing.
AutoCAD SHX Text
Unless highlighted there are no specific health & safety risks associated with this drawing, as a direct result of our design, apart from the common issues associated with construction that will need to be assessed by a competent contractor prior to the undertaking of any works.
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RISK SCHEDULE
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ITEM DESCRIPTION OF RISK & ACTION
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Soil report by ST CONSULT encountered water from 0.5mbgl. Water pumping of excavations may be required.
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Excavation into virgin ground. Contractor to check for voids or underground obstructions such as existing drains, land drains and gravel pits.
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ST CONSULT Report states that a careful watch should
AutoCAD SHX Text
be kept for any areas of more significant
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contamination, once ground works
AutoCAD SHX Text
commence, although on the basis of the findings to
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date, significant contamination is not anticipated.
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Suspended ground floor is designed for permanent
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loads of finishes DL=0.5 kN/m2 and Imposed loads
AutoCAD SHX Text
LL=1.5 kN/m2. Temporary loads on plain concrete
AutoCAD SHX Text
must not exceed these UDL loads.
AutoCAD SHX Text
Direction of span of Beamshield
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Precast concrete beam and block flooring designed and supplied by specialist manufacturer
AutoCAD SHX Text
Direction of span of Beam and Block
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1.All bases to be positioned centrally under walls UNO. All bases to be positioned centrally under walls UNO. 2.Concrete grade to be C28/35 Concrete grade to be C28/35 3.The final design of the buried concrete is based on soil The final design of the buried concrete is based on soil class DS-1, ACEC Class AC-1 4.Mortar in load bearing walls above dpc to be designation Mortar in load bearing walls above dpc to be designation (III) to B.S.5628 part 1:1992 5.Mortar in load bearing walls below dpc to be designation Mortar in load bearing walls below dpc to be designation (II) TO B.S.5628 part 1:1992 6.All blockwork above ground floor, density and strength to All blockwork above ground floor, density and strength to be as RWP design report. (density max, strength min) 7.Any deviation between RWP and architects drawings must Any deviation between RWP and architects drawings must be brought to the attention of RWP before works proceed on site.
AutoCAD SHX Text
Denotes: top of concrete
AutoCAD SHX Text
Formation level
AutoCAD SHX Text
NOTE: Any floor block embedded in wall must have equal characteristic strength to vertical wall when block is laid flat. This must be and assured compliant by floor supplier
Specific health & safety risks associated with this project are highlighted with the caution symbol adjacent to the item of risk. Please refer to risk schedule contained on each individual drawing.
AutoCAD SHX Text
Unless highlighted there are no specific health & safety risks associated with this drawing, as a direct result of our design, apart from the common issues associated with construction that will need to be assessed by a competent contractor prior to the undertaking of any works.
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RISK SCHEDULE
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ITEM DESCRIPTION OF RISK & ACTION
AutoCAD SHX Text
Soil report by ST CONSULT encountered water from 0.5mbgl. Water pumping of excavations may be required.
AutoCAD SHX Text
Excavation into virgin ground. Contractor to check for voids or underground obstructions such as existing drains, land drains and gravel pits.
AutoCAD SHX Text
ST CONSULT Report states that a careful watch should
AutoCAD SHX Text
be kept for any areas of more significant
AutoCAD SHX Text
contamination, once ground works
AutoCAD SHX Text
commence, although on the basis of the findings to
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date, significant contamination is not anticipated.
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Suspended ground floor is designed for permanent
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loads of finishes DL=0.5 kN/m2 and Imposed loads
AutoCAD SHX Text
LL=1.5 kN/m2. Temporary loads on plain concrete
AutoCAD SHX Text
must not exceed these UDL loads.
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Direction of span of Beamshield
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Precast concrete beam and block flooring designed and supplied by specialist manufacturer
AutoCAD SHX Text
Direction of span of Beam and Block
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1.All bases to be positioned centrally under walls UNO. All bases to be positioned centrally under walls UNO. 2.Concrete grade to be C28/35 Concrete grade to be C28/35 3.The final design of the buried concrete is based on soil The final design of the buried concrete is based on soil class DS-1, ACEC Class AC-1 4.Mortar in load bearing walls above dpc to be designation Mortar in load bearing walls above dpc to be designation (III) to B.S.5628 part 1:1992 5.Mortar in load bearing walls below dpc to be designation Mortar in load bearing walls below dpc to be designation (II) TO B.S.5628 part 1:1992 6.All blockwork above ground floor, density and strength to All blockwork above ground floor, density and strength to be as RWP design report. (density max, strength min) 7.Any deviation between RWP and architects drawings must Any deviation between RWP and architects drawings must be brought to the attention of RWP before works proceed on site.
AutoCAD SHX Text
Denotes: top of concrete
AutoCAD SHX Text
Formation level
AutoCAD SHX Text
NOTE: Any floor block embedded in wall must have equal characteristic strength to vertical wall when block is laid flat. This must be and assured compliant by floor supplier
Specific health & safety risks associated with this project are highlighted with the caution symbol adjacent to the item of risk. Please refer to risk schedule contained on each individual drawing.
AutoCAD SHX Text
Unless highlighted there are no specific health & safety risks associated with this drawing, as a direct result of our design, apart from the common issues associated with construction that will need to be assessed by a competent contractor prior to the undertaking of any works.
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RISK SCHEDULE
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ITEM DESCRIPTION OF RISK & ACTION
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Soil report by ST CONSULT encountered water from 0.5mbgl. Water pumping of excavations may be required.
AutoCAD SHX Text
Excavation into virgin ground. Contractor to check for voids or underground obstructions such as existing drains, land drains and gravel pits.
AutoCAD SHX Text
ST CONSULT Report states that a careful watch should
AutoCAD SHX Text
be kept for any areas of more significant
AutoCAD SHX Text
contamination, once ground works
AutoCAD SHX Text
commence, although on the basis of the findings to
AutoCAD SHX Text
date, significant contamination is not anticipated.
AutoCAD SHX Text
Suspended ground floor is designed for permanent
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loads of finishes DL=0.5 kN/m2 and Imposed loads
AutoCAD SHX Text
LL=1.5 kN/m2. Temporary loads on plain concrete
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must not exceed these UDL loads.
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Direction of span of Beamshield
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Date
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Rev
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Comments
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Drn
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Chkd
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Scale:
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Date:
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Drawing No:
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Revision:
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Checked:
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Drawn by:
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Title
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Project
BL
OC
K X
BLOCK P
BLOCK Q
BLOCK R
BLOCK S
BL
OC
K W
BL
OC
K O
BL
OC
K L
!
2
1
3
4
Portfolio Drawing
AutoCAD
Block L (Plot 240-245)
Foundation Plans
1:50 FK
AC/E-A105
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G
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H
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BS
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BS
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BS
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BS
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BS
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BS
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BS
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BS
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BS
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BS
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BS
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BS
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TOC 15.725
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TOC 15.725
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TOC 15.725
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16.400 FFL
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16.325 SSL
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TOC 15.725
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TOC 15.725
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TOC 15.725
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TOC 15.725
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TOC 15.725
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TOC 15.725
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TOC 15.725
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16.400 FFL
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16.325 SSL
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TOC 15.725
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TOC 15.725
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TOC 15.725
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TOC 15.725
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TOC 15.725
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TOC 15.725
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TOC 15.725
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16.400 FFL
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16.325 SSL
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TOC 15.725
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TOC 15.725
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TOC 15.725
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TOC 15.725
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TOC 15.725
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TOC 15.725
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TOC 15.725
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16.400 FFL
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16.325 SSL
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TOC 15.725
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TOC 15.725
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TOC 15.725
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TOC 15.725
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TOC 15.725
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TOC 15.725
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TOC 15.725
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16.400 FFL
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16.325 SSL
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TOC 15.725
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TOC 15.725
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TOC 15.725
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TOC 15.725
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TOC 15.725
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TOC 15.725
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TOC 15.725
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16.400 FFL
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16.325 SSL
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TOC 15.725
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TOC 15.725
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TOC 15.725
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TOC 15.725
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TOC 15.725
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TOC 15.725
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I
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J
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K
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L
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M
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PLOT 245 BLOCK P
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PLOT 244 BLOCK P
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PLOT 243 BLOCK P
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PLOT 242 BLOCK P
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PLOT 241 BLOCK P
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PLOT 240 BLOCK P
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KEY PLAN
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T1
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FK
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Tender Issue
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RISK SCHEDULE
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contamination, once ground works
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RISK SCHEDULE
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contamination, once ground works
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RISK SCHEDULE
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contamination, once ground works
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LEGEND
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Precast concrete beam and block flooring designed and supplied by specialist manufacturer
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Direction of span of Beam and Block
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1.All bases to be positioned centrally under walls UNO. All bases to be positioned centrally under walls UNO. 2.Concrete grade to be C28/35 Concrete grade to be C28/35 3.The final design of the buried concrete is based on soil The final design of the buried concrete is based on soil class DS-1, ACEC Class AC-1 4.Mortar in load bearing walls above dpc to be designation Mortar in load bearing walls above dpc to be designation (III) to B.S.5628 part 1:1992 5.Mortar in load bearing walls below dpc to be designation Mortar in load bearing walls below dpc to be designation (II) TO B.S.5628 part 1:1992 6.All blockwork above ground floor, density and strength to All blockwork above ground floor, density and strength to be as RWP design report. (density max, strength min) 7.Any deviation between RWP and architects drawings must Any deviation between RWP and architects drawings must be brought to the attention of RWP before works proceed on site.
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GENERAL NOTES
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Denotes: top of concrete
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TOC
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Formation level
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F.L.
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NOTE: Any floor block embedded in wall must have equal characteristic strength to vertical wall when block is laid flat. This must be and assured compliant by floor supplier
Specific health & safety risks associated with this project are highlighted with the caution symbol adjacent to the item of risk. Please refer to risk schedule contained on each individual drawing.
AutoCAD SHX Text
Unless highlighted there are no specific health & safety risks associated with this drawing, as a direct result of our design, apart from the common issues associated with construction that will need to be assessed by a competent contractor prior to the undertaking of any works.
AutoCAD SHX Text
RISK SCHEDULE
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ITEM DESCRIPTION OF RISK & ACTION
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Soil report by ST CONSULT encountered water from 0.5mbgl. Water pumping of excavations may be required.
AutoCAD SHX Text
Excavation into virgin ground. Contractor to check for voids or underground obstructions such as existing drains, land drains and gravel pits.
AutoCAD SHX Text
ST CONSULT Report states that a careful watch should
AutoCAD SHX Text
be kept for any areas of more significant
AutoCAD SHX Text
contamination, once ground works
AutoCAD SHX Text
commence, although on the basis of the findings to
AutoCAD SHX Text
date, significant contamination is not anticipated.
AutoCAD SHX Text
Suspended ground floor is designed for permanent
AutoCAD SHX Text
loads of finishes DL=0.5 kN/m2 and Imposed loads
AutoCAD SHX Text
LL=1.5 kN/m2. Temporary loads on plain concrete
AutoCAD SHX Text
must not exceed these UDL loads.
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Beam & Block
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Direction of span of Beamshield
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BS
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Date
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Rev
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Comments
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Drn
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Chkd
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Scale:
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Date:
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Drawing No:
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Revision:
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Checked:
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Drawn by:
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Title
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Project
BL
OC
K X
BLOCK P
BLOCK Q
BLOCK R
BLOCK S
BL
OC
K W
BL
OC
K O
BL
OC
K L
Portfolio Drawing
AutoCAD
Block L (Plot 203-206)
Foundation Plans
1:50 FK
AC/E-A106
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1
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2
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3
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4
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B
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C
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E
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D
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A
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BS
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BS
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BS
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BS
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Beam & Block
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Beam & Block
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Beam & Block
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Beam & Block
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TOC 15.050
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TOC 15.050
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TOC 15.050
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TOC 15.050
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16.325 FFL
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16.250 SSL
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TOC 15.050
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TOC 15.050
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TOC 15.050
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TOC 15.050
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TOC 15.050
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16.325 FFL
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16.250 SSL
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TOC 15.050
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TOC 15.050
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TOC 15.050
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TOC 15.050
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16.325 FFL
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16.250 SSL
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TOC 15.050
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TOC 15.050
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TOC 15.050
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16.325 FFL
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16.250 SSL
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TOC 15.050
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PLOT 203 BLOCK Q
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PLOT 204 BLOCK Q
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PLOT 205 BLOCK Q
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PLOT 206 BLOCK Q
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KEY PLAN
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Precast concrete beam and block flooring designed and supplied by specialist manufacturer
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Direction of span of Beam and Block
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1.All bases to be positioned centrally under walls UNO. All bases to be positioned centrally under walls UNO. 2.Concrete grade to be C28/35 Concrete grade to be C28/35 3.The final design of the buried concrete is based on soil The final design of the buried concrete is based on soil class DS-1, ACEC Class AC-1 4.Mortar in load bearing walls above dpc to be designation Mortar in load bearing walls above dpc to be designation (III) to B.S.5628 part 1:1992 5.Mortar in load bearing walls below dpc to be designation Mortar in load bearing walls below dpc to be designation (II) TO B.S.5628 part 1:1992 6.All blockwork above ground floor, density and strength to All blockwork above ground floor, density and strength to be as RWP design report. (density max, strength min) 7.Any deviation between RWP and architects drawings must Any deviation between RWP and architects drawings must be brought to the attention of RWP before works proceed on site.
AutoCAD SHX Text
Denotes: top of concrete
AutoCAD SHX Text
Formation level
AutoCAD SHX Text
NOTE: Any floor block embedded in wall must have equal characteristic strength to vertical wall when block is laid flat. This must be and assured compliant by floor supplier
Specific health & safety risks associated with this project are highlighted with the caution symbol adjacent to the item of risk. Please refer to risk schedule contained on each individual drawing.
AutoCAD SHX Text
Unless highlighted there are no specific health & safety risks associated with this drawing, as a direct result of our design, apart from the common issues associated with construction that will need to be assessed by a competent contractor prior to the undertaking of any works.
AutoCAD SHX Text
RISK SCHEDULE
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ITEM DESCRIPTION OF RISK & ACTION
AutoCAD SHX Text
Soil report by ST CONSULT encountered water from 0.5mbgl. Water pumping of excavations may be required.
AutoCAD SHX Text
Excavation into virgin ground. Contractor to check for voids or underground obstructions such as existing drains, land drains and gravel pits.
AutoCAD SHX Text
ST CONSULT Report states that a careful watch should
AutoCAD SHX Text
be kept for any areas of more significant
AutoCAD SHX Text
contamination, once ground works
AutoCAD SHX Text
commence, although on the basis of the findings to
AutoCAD SHX Text
date, significant contamination is not anticipated.
AutoCAD SHX Text
Suspended ground floor is designed for permanent
AutoCAD SHX Text
loads of finishes DL=0.5 kN/m2 and Imposed loads
AutoCAD SHX Text
LL=1.5 kN/m2. Temporary loads on plain concrete
AutoCAD SHX Text
must not exceed these UDL loads.
AutoCAD SHX Text
Direction of span of Beamshield
AutoCAD SHX Text
Precast concrete beam and block flooring designed and supplied by specialist manufacturer
AutoCAD SHX Text
Direction of span of Beam and Block
AutoCAD SHX Text
1.All bases to be positioned centrally under walls UNO. All bases to be positioned centrally under walls UNO. 2.Concrete grade to be C28/35 Concrete grade to be C28/35 3.The final design of the buried concrete is based on soil The final design of the buried concrete is based on soil class DS-1, ACEC Class AC-1 4.Mortar in load bearing walls above dpc to be designation Mortar in load bearing walls above dpc to be designation (III) to B.S.5628 part 1:1992 5.Mortar in load bearing walls below dpc to be designation Mortar in load bearing walls below dpc to be designation (II) TO B.S.5628 part 1:1992 6.All blockwork above ground floor, density and strength to All blockwork above ground floor, density and strength to be as RWP design report. (density max, strength min) 7.Any deviation between RWP and architects drawings must Any deviation between RWP and architects drawings must be brought to the attention of RWP before works proceed on site.
AutoCAD SHX Text
Denotes: top of concrete
AutoCAD SHX Text
Formation level
AutoCAD SHX Text
NOTE: Any floor block embedded in wall must have equal characteristic strength to vertical wall when block is laid flat. This must be and assured compliant by floor supplier
Specific health & safety risks associated with this project are highlighted with the caution symbol adjacent to the item of risk. Please refer to risk schedule contained on each individual drawing.
AutoCAD SHX Text
Unless highlighted there are no specific health & safety risks associated with this drawing, as a direct result of our design, apart from the common issues associated with construction that will need to be assessed by a competent contractor prior to the undertaking of any works.
AutoCAD SHX Text
RISK SCHEDULE
AutoCAD SHX Text
ITEM DESCRIPTION OF RISK & ACTION
AutoCAD SHX Text
Soil report by ST CONSULT encountered water from 0.5mbgl. Water pumping of excavations may be required.
AutoCAD SHX Text
Excavation into virgin ground. Contractor to check for voids or underground obstructions such as existing drains, land drains and gravel pits.
AutoCAD SHX Text
ST CONSULT Report states that a careful watch should
AutoCAD SHX Text
be kept for any areas of more significant
AutoCAD SHX Text
contamination, once ground works
AutoCAD SHX Text
commence, although on the basis of the findings to
AutoCAD SHX Text
date, significant contamination is not anticipated.
AutoCAD SHX Text
Suspended ground floor is designed for permanent
AutoCAD SHX Text
loads of finishes DL=0.5 kN/m2 and Imposed loads
AutoCAD SHX Text
LL=1.5 kN/m2. Temporary loads on plain concrete
AutoCAD SHX Text
must not exceed these UDL loads.
AutoCAD SHX Text
Direction of span of Beamshield
AutoCAD SHX Text
Precast concrete beam and block flooring designed and supplied by specialist manufacturer
AutoCAD SHX Text
Direction of span of Beam and Block
AutoCAD SHX Text
1.All bases to be positioned centrally under walls UNO. All bases to be positioned centrally under walls UNO. 2.Concrete grade to be C28/35 Concrete grade to be C28/35 3.The final design of the buried concrete is based on soil The final design of the buried concrete is based on soil class DS-1, ACEC Class AC-1 4.Mortar in load bearing walls above dpc to be designation Mortar in load bearing walls above dpc to be designation (III) to B.S.5628 part 1:1992 5.Mortar in load bearing walls below dpc to be designation Mortar in load bearing walls below dpc to be designation (II) TO B.S.5628 part 1:1992 6.All blockwork above ground floor, density and strength to All blockwork above ground floor, density and strength to be as RWP design report. (density max, strength min) 7.Any deviation between RWP and architects drawings must Any deviation between RWP and architects drawings must be brought to the attention of RWP before works proceed on site.
AutoCAD SHX Text
Denotes: top of concrete
AutoCAD SHX Text
Formation level
AutoCAD SHX Text
NOTE: Any floor block embedded in wall must have equal characteristic strength to vertical wall when block is laid flat. This must be and assured compliant by floor supplier
Specific health & safety risks associated with this project are highlighted with the caution symbol adjacent to the item of risk. Please refer to risk schedule contained on each individual drawing.
AutoCAD SHX Text
Unless highlighted there are no specific health & safety risks associated with this drawing, as a direct result of our design, apart from the common issues associated with construction that will need to be assessed by a competent contractor prior to the undertaking of any works.
AutoCAD SHX Text
RISK SCHEDULE
AutoCAD SHX Text
ITEM DESCRIPTION OF RISK & ACTION
AutoCAD SHX Text
Soil report by ST CONSULT encountered water from 0.5mbgl. Water pumping of excavations may be required.
AutoCAD SHX Text
Excavation into virgin ground. Contractor to check for voids or underground obstructions such as existing drains, land drains and gravel pits.
AutoCAD SHX Text
ST CONSULT Report states that a careful watch should
AutoCAD SHX Text
be kept for any areas of more significant
AutoCAD SHX Text
contamination, once ground works
AutoCAD SHX Text
commence, although on the basis of the findings to
AutoCAD SHX Text
date, significant contamination is not anticipated.
AutoCAD SHX Text
Suspended ground floor is designed for permanent
AutoCAD SHX Text
loads of finishes DL=0.5 kN/m2 and Imposed loads
AutoCAD SHX Text
LL=1.5 kN/m2. Temporary loads on plain concrete
AutoCAD SHX Text
must not exceed these UDL loads.
AutoCAD SHX Text
Direction of span of Beamshield
AutoCAD SHX Text
T1
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FK
AutoCAD SHX Text
Tender Issue
AutoCAD SHX Text
Date
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Rev
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Comments
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Drn
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Chkd
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Scale:
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Date:
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Drawing No:
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Revision:
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Checked:
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Drawn by:
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Title
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Project
BL
OC
K X
BLOCK P
BLOCK Q
BLOCK R
BLOCK S
BL
OC
K W
BL
OC
K O
BL
OC
K L
Portfolio Drawing
AutoCAD
Block L (Plot 207-209)
Foundation Plans
1:50 FK
AC/E-A107
AutoCAD SHX Text
F
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E
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G
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H
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BS
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BS
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BS
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Beam & Block
AutoCAD SHX Text
Beam & Block
AutoCAD SHX Text
Beam & Block
AutoCAD SHX Text
TOC 15.050
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TOC 15.050
AutoCAD SHX Text
TOC 15.050
AutoCAD SHX Text
TOC 15.050
AutoCAD SHX Text
16.325 FFL
AutoCAD SHX Text
16.250 SSL
AutoCAD SHX Text
TOC 15.050
AutoCAD SHX Text
TOC 15.050
AutoCAD SHX Text
TOC 15.050
AutoCAD SHX Text
TOC 15.050
AutoCAD SHX Text
16.325 FFL
AutoCAD SHX Text
16.250 SSL
AutoCAD SHX Text
TOC 15.050
AutoCAD SHX Text
TOC 15.050
AutoCAD SHX Text
TOC 15.050
AutoCAD SHX Text
TOC 15.050
AutoCAD SHX Text
16.325 FFL
AutoCAD SHX Text
16.250 SSL
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TOC 15.050
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PLOT 207 BLOCK Q
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PLOT 208 BLOCK Q
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PLOT 209 BLOCK Q
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KEY PLAN
AutoCAD SHX Text
Precast concrete beam and block flooring designed and supplied by specialist manufacturer
AutoCAD SHX Text
Direction of span of Beam and Block
AutoCAD SHX Text
1.All bases to be positioned centrally under walls UNO. All bases to be positioned centrally under walls UNO. 2.Concrete grade to be C28/35 Concrete grade to be C28/35 3.The final design of the buried concrete is based on soil The final design of the buried concrete is based on soil class DS-1, ACEC Class AC-1 4.Mortar in load bearing walls above dpc to be designation Mortar in load bearing walls above dpc to be designation (III) to B.S.5628 part 1:1992 5.Mortar in load bearing walls below dpc to be designation Mortar in load bearing walls below dpc to be designation (II) TO B.S.5628 part 1:1992 6.All blockwork above ground floor, density and strength to All blockwork above ground floor, density and strength to be as RWP design report. (density max, strength min) 7.Any deviation between RWP and architects drawings must Any deviation between RWP and architects drawings must be brought to the attention of RWP before works proceed on site.
AutoCAD SHX Text
Denotes: top of concrete
AutoCAD SHX Text
Formation level
AutoCAD SHX Text
NOTE: Any floor block embedded in wall must have equal characteristic strength to vertical wall when block is laid flat. This must be and assured compliant by floor supplier
Specific health & safety risks associated with this project are highlighted with the caution symbol adjacent to the item of risk. Please refer to risk schedule contained on each individual drawing.
AutoCAD SHX Text
Unless highlighted there are no specific health & safety risks associated with this drawing, as a direct result of our design, apart from the common issues associated with construction that will need to be assessed by a competent contractor prior to the undertaking of any works.
AutoCAD SHX Text
RISK SCHEDULE
AutoCAD SHX Text
ITEM DESCRIPTION OF RISK & ACTION
AutoCAD SHX Text
Soil report by ST CONSULT encountered water from 0.5mbgl. Water pumping of excavations may be required.
AutoCAD SHX Text
Excavation into virgin ground. Contractor to check for voids or underground obstructions such as existing drains, land drains and gravel pits.
AutoCAD SHX Text
ST CONSULT Report states that a careful watch should
AutoCAD SHX Text
be kept for any areas of more significant
AutoCAD SHX Text
contamination, once ground works
AutoCAD SHX Text
commence, although on the basis of the findings to
AutoCAD SHX Text
date, significant contamination is not anticipated.
AutoCAD SHX Text
Suspended ground floor is designed for permanent
AutoCAD SHX Text
loads of finishes DL=0.5 kN/m2 and Imposed loads
AutoCAD SHX Text
LL=1.5 kN/m2. Temporary loads on plain concrete
AutoCAD SHX Text
must not exceed these UDL loads.
AutoCAD SHX Text
Direction of span of Beamshield
AutoCAD SHX Text
Precast concrete beam and block flooring designed and supplied by specialist manufacturer
AutoCAD SHX Text
Direction of span of Beam and Block
AutoCAD SHX Text
1.All bases to be positioned centrally under walls UNO. All bases to be positioned centrally under walls UNO. 2.Concrete grade to be C28/35 Concrete grade to be C28/35 3.The final design of the buried concrete is based on soil The final design of the buried concrete is based on soil class DS-1, ACEC Class AC-1 4.Mortar in load bearing walls above dpc to be designation Mortar in load bearing walls above dpc to be designation (III) to B.S.5628 part 1:1992 5.Mortar in load bearing walls below dpc to be designation Mortar in load bearing walls below dpc to be designation (II) TO B.S.5628 part 1:1992 6.All blockwork above ground floor, density and strength to All blockwork above ground floor, density and strength to be as RWP design report. (density max, strength min) 7.Any deviation between RWP and architects drawings must Any deviation between RWP and architects drawings must be brought to the attention of RWP before works proceed on site.
AutoCAD SHX Text
Denotes: top of concrete
AutoCAD SHX Text
Formation level
AutoCAD SHX Text
NOTE: Any floor block embedded in wall must have equal characteristic strength to vertical wall when block is laid flat. This must be and assured compliant by floor supplier
Specific health & safety risks associated with this project are highlighted with the caution symbol adjacent to the item of risk. Please refer to risk schedule contained on each individual drawing.
AutoCAD SHX Text
Unless highlighted there are no specific health & safety risks associated with this drawing, as a direct result of our design, apart from the common issues associated with construction that will need to be assessed by a competent contractor prior to the undertaking of any works.
AutoCAD SHX Text
RISK SCHEDULE
AutoCAD SHX Text
ITEM DESCRIPTION OF RISK & ACTION
AutoCAD SHX Text
Soil report by ST CONSULT encountered water from 0.5mbgl. Water pumping of excavations may be required.
AutoCAD SHX Text
Excavation into virgin ground. Contractor to check for voids or underground obstructions such as existing drains, land drains and gravel pits.
AutoCAD SHX Text
ST CONSULT Report states that a careful watch should
AutoCAD SHX Text
be kept for any areas of more significant
AutoCAD SHX Text
contamination, once ground works
AutoCAD SHX Text
commence, although on the basis of the findings to
AutoCAD SHX Text
date, significant contamination is not anticipated.
AutoCAD SHX Text
Suspended ground floor is designed for permanent
AutoCAD SHX Text
loads of finishes DL=0.5 kN/m2 and Imposed loads
AutoCAD SHX Text
LL=1.5 kN/m2. Temporary loads on plain concrete
AutoCAD SHX Text
must not exceed these UDL loads.
AutoCAD SHX Text
Direction of span of Beamshield
AutoCAD SHX Text
Precast concrete beam and block flooring designed and supplied by specialist manufacturer
AutoCAD SHX Text
Direction of span of Beam and Block
AutoCAD SHX Text
1.All bases to be positioned centrally under walls UNO. All bases to be positioned centrally under walls UNO. 2.Concrete grade to be C28/35 Concrete grade to be C28/35 3.The final design of the buried concrete is based on soil The final design of the buried concrete is based on soil class DS-1, ACEC Class AC-1 4.Mortar in load bearing walls above dpc to be designation Mortar in load bearing walls above dpc to be designation (III) to B.S.5628 part 1:1992 5.Mortar in load bearing walls below dpc to be designation Mortar in load bearing walls below dpc to be designation (II) TO B.S.5628 part 1:1992 6.All blockwork above ground floor, density and strength to All blockwork above ground floor, density and strength to be as RWP design report. (density max, strength min) 7.Any deviation between RWP and architects drawings must Any deviation between RWP and architects drawings must be brought to the attention of RWP before works proceed on site.
AutoCAD SHX Text
Denotes: top of concrete
AutoCAD SHX Text
Formation level
AutoCAD SHX Text
NOTE: Any floor block embedded in wall must have equal characteristic strength to vertical wall when block is laid flat. This must be and assured compliant by floor supplier
Specific health & safety risks associated with this project are highlighted with the caution symbol adjacent to the item of risk. Please refer to risk schedule contained on each individual drawing.
AutoCAD SHX Text
Unless highlighted there are no specific health & safety risks associated with this drawing, as a direct result of our design, apart from the common issues associated with construction that will need to be assessed by a competent contractor prior to the undertaking of any works.
AutoCAD SHX Text
RISK SCHEDULE
AutoCAD SHX Text
ITEM DESCRIPTION OF RISK & ACTION
AutoCAD SHX Text
Soil report by ST CONSULT encountered water from 0.5mbgl. Water pumping of excavations may be required.
AutoCAD SHX Text
Excavation into virgin ground. Contractor to check for voids or underground obstructions such as existing drains, land drains and gravel pits.
AutoCAD SHX Text
ST CONSULT Report states that a careful watch should
AutoCAD SHX Text
be kept for any areas of more significant
AutoCAD SHX Text
contamination, once ground works
AutoCAD SHX Text
commence, although on the basis of the findings to
AutoCAD SHX Text
date, significant contamination is not anticipated.
AutoCAD SHX Text
Suspended ground floor is designed for permanent
AutoCAD SHX Text
loads of finishes DL=0.5 kN/m2 and Imposed loads
AutoCAD SHX Text
LL=1.5 kN/m2. Temporary loads on plain concrete
AutoCAD SHX Text
must not exceed these UDL loads.
AutoCAD SHX Text
Direction of span of Beamshield
AutoCAD SHX Text
T1
AutoCAD SHX Text
FK
AutoCAD SHX Text
Tender Issue
AutoCAD SHX Text
Date
AutoCAD SHX Text
Rev
AutoCAD SHX Text
Comments
AutoCAD SHX Text
Drn
AutoCAD SHX Text
Chkd
AutoCAD SHX Text
Scale:
AutoCAD SHX Text
Date:
AutoCAD SHX Text
Drawing No:
AutoCAD SHX Text
Revision:
AutoCAD SHX Text
Checked:
AutoCAD SHX Text
Drawn by:
AutoCAD SHX Text
Title
AutoCAD SHX Text
Project
BL
OC
K X
BLOCK P
BLOCK Q
BLOCK R
BLOCK S
BL
OC
K W
BL
OC
K O
BL
OC
K L
Portfolio Drawing
AutoCAD
Block L (Plot 210-212)
Foundation Plans
1:50 FK
AC/E-A108
AutoCAD SHX Text
F
AutoCAD SHX Text
E
AutoCAD SHX Text
G
AutoCAD SHX Text
H
AutoCAD SHX Text
BS
AutoCAD SHX Text
BS
AutoCAD SHX Text
BS
AutoCAD SHX Text
BS
AutoCAD SHX Text
BS
AutoCAD SHX Text
BS
AutoCAD SHX Text
16.325 FFL
AutoCAD SHX Text
16.250 SSL
AutoCAD SHX Text
TOC 15.050
AutoCAD SHX Text
TOC 15.050
AutoCAD SHX Text
TOC 15.050
AutoCAD SHX Text
TOC 15.050
AutoCAD SHX Text
TOC 15.050
AutoCAD SHX Text
TOC 15.050
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TOC 15.050
AutoCAD SHX Text
TOC 15.050
AutoCAD SHX Text
16.325 FFL
AutoCAD SHX Text
16.250 SSL
AutoCAD SHX Text
16.325 FFL
AutoCAD SHX Text
16.250 SSL
AutoCAD SHX Text
TOC 15.050
AutoCAD SHX Text
TOC 15.050
AutoCAD SHX Text
TOC 15.050
AutoCAD SHX Text
TOC 15.050
AutoCAD SHX Text
TOC 15.050
AutoCAD SHX Text
TOC 15.050
AutoCAD SHX Text
TOC 15.050
AutoCAD SHX Text
TOC 15.050
AutoCAD SHX Text
16.325 FFL
AutoCAD SHX Text
16.250 SSL
AutoCAD SHX Text
16.325 FFL
AutoCAD SHX Text
16.250 SSL
AutoCAD SHX Text
TOC 15.050
AutoCAD SHX Text
TOC 15.050
AutoCAD SHX Text
TOC 15.050
AutoCAD SHX Text
TOC 15.050
AutoCAD SHX Text
TOC 15.050
AutoCAD SHX Text
TOC 15.050
AutoCAD SHX Text
TOC 15.050
AutoCAD SHX Text
TOC 15.050
AutoCAD SHX Text
16.325 FFL
AutoCAD SHX Text
16.250 SSL
AutoCAD SHX Text
TOC 15.050
AutoCAD SHX Text
TOC 15.050
AutoCAD SHX Text
PLOT 212 BLOCK R
AutoCAD SHX Text
PLOT 211 BLOCK R
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PLOT 210 BLOCK R
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KEY PLAN
AutoCAD SHX Text
Precast concrete beam and block flooring designed and supplied by specialist manufacturer
AutoCAD SHX Text
Direction of span of Beam and Block
AutoCAD SHX Text
1.All bases to be positioned centrally under walls UNO. All bases to be positioned centrally under walls UNO. 2.Concrete grade to be C28/35 Concrete grade to be C28/35 3.The final design of the buried concrete is based on soil The final design of the buried concrete is based on soil class DS-1, ACEC Class AC-1 4.Mortar in load bearing walls above dpc to be designation Mortar in load bearing walls above dpc to be designation (III) to B.S.5628 part 1:1992 5.Mortar in load bearing walls below dpc to be designation Mortar in load bearing walls below dpc to be designation (II) TO B.S.5628 part 1:1992 6.All blockwork above ground floor, density and strength to All blockwork above ground floor, density and strength to be as RWP design report. (density max, strength min) 7.Any deviation between RWP and architects drawings must Any deviation between RWP and architects drawings must be brought to the attention of RWP before works proceed on site.
AutoCAD SHX Text
Denotes: top of concrete
AutoCAD SHX Text
Formation level
AutoCAD SHX Text
NOTE: Any floor block embedded in wall must have equal characteristic strength to vertical wall when block is laid flat. This must be and assured compliant by floor supplier
Specific health & safety risks associated with this project are highlighted with the caution symbol adjacent to the item of risk. Please refer to risk schedule contained on each individual drawing.
AutoCAD SHX Text
Unless highlighted there are no specific health & safety risks associated with this drawing, as a direct result of our design, apart from the common issues associated with construction that will need to be assessed by a competent contractor prior to the undertaking of any works.
AutoCAD SHX Text
RISK SCHEDULE
AutoCAD SHX Text
ITEM DESCRIPTION OF RISK & ACTION
AutoCAD SHX Text
Soil report by ST CONSULT encountered water from 0.5mbgl. Water pumping of excavations may be required.
AutoCAD SHX Text
Excavation into virgin ground. Contractor to check for voids or underground obstructions such as existing drains, land drains and gravel pits.
AutoCAD SHX Text
ST CONSULT Report states that a careful watch should
AutoCAD SHX Text
be kept for any areas of more significant
AutoCAD SHX Text
contamination, once ground works
AutoCAD SHX Text
commence, although on the basis of the findings to
AutoCAD SHX Text
date, significant contamination is not anticipated.
AutoCAD SHX Text
Suspended ground floor is designed for permanent
AutoCAD SHX Text
loads of finishes DL=0.5 kN/m2 and Imposed loads
AutoCAD SHX Text
LL=1.5 kN/m2. Temporary loads on plain concrete
AutoCAD SHX Text
must not exceed these UDL loads.
AutoCAD SHX Text
Direction of span of Beamshield
AutoCAD SHX Text
Precast concrete beam and block flooring designed and supplied by specialist manufacturer
AutoCAD SHX Text
Direction of span of Beam and Block
AutoCAD SHX Text
1.All bases to be positioned centrally under walls UNO. All bases to be positioned centrally under walls UNO. 2.Concrete grade to be C28/35 Concrete grade to be C28/35 3.The final design of the buried concrete is based on soil The final design of the buried concrete is based on soil class DS-1, ACEC Class AC-1 4.Mortar in load bearing walls above dpc to be designation Mortar in load bearing walls above dpc to be designation (III) to B.S.5628 part 1:1992 5.Mortar in load bearing walls below dpc to be designation Mortar in load bearing walls below dpc to be designation (II) TO B.S.5628 part 1:1992 6.All blockwork above ground floor, density and strength to All blockwork above ground floor, density and strength to be as RWP design report. (density max, strength min) 7.Any deviation between RWP and architects drawings must Any deviation between RWP and architects drawings must be brought to the attention of RWP before works proceed on site.
AutoCAD SHX Text
Denotes: top of concrete
AutoCAD SHX Text
Formation level
AutoCAD SHX Text
NOTE: Any floor block embedded in wall must have equal characteristic strength to vertical wall when block is laid flat. This must be and assured compliant by floor supplier
Specific health & safety risks associated with this project are highlighted with the caution symbol adjacent to the item of risk. Please refer to risk schedule contained on each individual drawing.
AutoCAD SHX Text
Unless highlighted there are no specific health & safety risks associated with this drawing, as a direct result of our design, apart from the common issues associated with construction that will need to be assessed by a competent contractor prior to the undertaking of any works.
AutoCAD SHX Text
RISK SCHEDULE
AutoCAD SHX Text
ITEM DESCRIPTION OF RISK & ACTION
AutoCAD SHX Text
Soil report by ST CONSULT encountered water from 0.5mbgl. Water pumping of excavations may be required.
AutoCAD SHX Text
Excavation into virgin ground. Contractor to check for voids or underground obstructions such as existing drains, land drains and gravel pits.
AutoCAD SHX Text
ST CONSULT Report states that a careful watch should
AutoCAD SHX Text
be kept for any areas of more significant
AutoCAD SHX Text
contamination, once ground works
AutoCAD SHX Text
commence, although on the basis of the findings to
AutoCAD SHX Text
date, significant contamination is not anticipated.
AutoCAD SHX Text
Suspended ground floor is designed for permanent
AutoCAD SHX Text
loads of finishes DL=0.5 kN/m2 and Imposed loads
AutoCAD SHX Text
LL=1.5 kN/m2. Temporary loads on plain concrete
AutoCAD SHX Text
must not exceed these UDL loads.
AutoCAD SHX Text
Direction of span of Beamshield
AutoCAD SHX Text
Precast concrete beam and block flooring designed and supplied by specialist manufacturer
AutoCAD SHX Text
Direction of span of Beam and Block
AutoCAD SHX Text
1.All bases to be positioned centrally under walls UNO. All bases to be positioned centrally under walls UNO. 2.Concrete grade to be C28/35 Concrete grade to be C28/35 3.The final design of the buried concrete is based on soil The final design of the buried concrete is based on soil class DS-1, ACEC Class AC-1 4.Mortar in load bearing walls above dpc to be designation Mortar in load bearing walls above dpc to be designation (III) to B.S.5628 part 1:1992 5.Mortar in load bearing walls below dpc to be designation Mortar in load bearing walls below dpc to be designation (II) TO B.S.5628 part 1:1992 6.All blockwork above ground floor, density and strength to All blockwork above ground floor, density and strength to be as RWP design report. (density max, strength min) 7.Any deviation between RWP and architects drawings must Any deviation between RWP and architects drawings must be brought to the attention of RWP before works proceed on site.
AutoCAD SHX Text
Denotes: top of concrete
AutoCAD SHX Text
Formation level
AutoCAD SHX Text
NOTE: Any floor block embedded in wall must have equal characteristic strength to vertical wall when block is laid flat. This must be and assured compliant by floor supplier
Specific health & safety risks associated with this project are highlighted with the caution symbol adjacent to the item of risk. Please refer to risk schedule contained on each individual drawing.
AutoCAD SHX Text
Unless highlighted there are no specific health & safety risks associated with this drawing, as a direct result of our design, apart from the common issues associated with construction that will need to be assessed by a competent contractor prior to the undertaking of any works.
AutoCAD SHX Text
RISK SCHEDULE
AutoCAD SHX Text
ITEM DESCRIPTION OF RISK & ACTION
AutoCAD SHX Text
Soil report by ST CONSULT encountered water from 0.5mbgl. Water pumping of excavations may be required.
AutoCAD SHX Text
Excavation into virgin ground. Contractor to check for voids or underground obstructions such as existing drains, land drains and gravel pits.
AutoCAD SHX Text
ST CONSULT Report states that a careful watch should
AutoCAD SHX Text
be kept for any areas of more significant
AutoCAD SHX Text
contamination, once ground works
AutoCAD SHX Text
commence, although on the basis of the findings to
AutoCAD SHX Text
date, significant contamination is not anticipated.
AutoCAD SHX Text
Suspended ground floor is designed for permanent
AutoCAD SHX Text
loads of finishes DL=0.5 kN/m2 and Imposed loads
AutoCAD SHX Text
LL=1.5 kN/m2. Temporary loads on plain concrete
AutoCAD SHX Text
must not exceed these UDL loads.
AutoCAD SHX Text
Direction of span of Beamshield
AutoCAD SHX Text
T1
AutoCAD SHX Text
FK
AutoCAD SHX Text
Tender Issue
AutoCAD SHX Text
Date
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Rev
AutoCAD SHX Text
Comments
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Drn
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Chkd
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Scale:
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Date:
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Drawing No:
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Revision:
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Checked:
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Drawn by:
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Title
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Project
BL
OC
K X
BLOCK P
BLOCK Q
BLOCK R
BLOCK S
BL
OC
K W
BL
OC
K O
BL
OC
K L
Long Road
Cambridge
Block R (Plot 213-216)
Foundation Plans
1:50 12/10/15 FK RG
14557/Block R/Plot 213-216/2251 REVXX
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1
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2
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3
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A
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B
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C
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E
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D
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BS
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BS
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BS
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BS
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BS
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BS
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BS
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BS
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TOC 15.050
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TOC 15.050
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TOC 15.050
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TOC 15.050
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TOC 15.050
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TOC 15.050
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TOC 15.050
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TOC 15.050
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16.325 FFL
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16.250 SSL
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TOC 15.050
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TOC 15.050
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16.325 FFL
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16.250 SSL
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TOC 15.050
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PLOT 216 BLOCK R
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PLOT 215 BLOCK R
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PLOT 214 BLOCK R
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PLOT 213 BLOCK R
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KEY PLAN
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Date
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Rev
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Comments
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Drn
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Chkd
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Scale:
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Date:
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Drawing No:
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Revision:
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Checked:
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Drawn by:
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Title
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Project
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T1
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12/10/2015
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FK
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Tender Issue
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RG
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Precast concrete beam and block flooring designed and supplied by specialist manufacturer
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Direction of span of Beam and Block
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1.All bases to be positioned centrally under walls UNO. All bases to be positioned centrally under walls UNO. 2.Concrete grade to be C28/35 Concrete grade to be C28/35 3.The final design of the buried concrete is based on soil The final design of the buried concrete is based on soil class DS-1, ACEC Class AC-1 4.Mortar in load bearing walls above dpc to be designation Mortar in load bearing walls above dpc to be designation (III) to B.S.5628 part 1:1992 5.Mortar in load bearing walls below dpc to be designation Mortar in load bearing walls below dpc to be designation (II) TO B.S.5628 part 1:1992 6.All blockwork above ground floor, density and strength to All blockwork above ground floor, density and strength to be as RWP design report. (density max, strength min) 7.Any deviation between RWP and architects drawings must Any deviation between RWP and architects drawings must be brought to the attention of RWP before works proceed on site.
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Denotes: top of concrete
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Formation level
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NOTE: Any floor block embedded in wall must have equal characteristic strength to vertical wall when block is laid flat. This must be and assured compliant by floor supplier
Specific health & safety risks associated with this project are highlighted with the caution symbol adjacent to the item of risk. Please refer to risk schedule contained on each individual drawing.
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Unless highlighted there are no specific health & safety risks associated with this drawing, as a direct result of our design, apart from the common issues associated with construction that will need to be assessed by a competent contractor prior to the undertaking of any works.
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RISK SCHEDULE
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ITEM DESCRIPTION OF RISK & ACTION
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Soil report by ST CONSULT encountered water from 0.5mbgl. Water pumping of excavations may be required.
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Excavation into virgin ground. Contractor to check for voids or underground obstructions such as existing drains, land drains and gravel pits.
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ST CONSULT Report states that a careful watch should
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be kept for any areas of more significant
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contamination, once ground works
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commence, although on the basis of the findings to
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date, significant contamination is not anticipated.
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Suspended ground floor is designed for permanent
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loads of finishes DL=0.5 kN/m2 and Imposed loads
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LL=1.5 kN/m2. Temporary loads on plain concrete
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must not exceed these UDL loads.
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Direction of span of Beamshield
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Precast concrete beam and block flooring designed and supplied by specialist manufacturer
AutoCAD SHX Text
Direction of span of Beam and Block
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1.All bases to be positioned centrally under walls UNO. All bases to be positioned centrally under walls UNO. 2.Concrete grade to be C28/35 Concrete grade to be C28/35 3.The final design of the buried concrete is based on soil The final design of the buried concrete is based on soil class DS-1, ACEC Class AC-1 4.Mortar in load bearing walls above dpc to be designation Mortar in load bearing walls above dpc to be designation (III) to B.S.5628 part 1:1992 5.Mortar in load bearing walls below dpc to be designation Mortar in load bearing walls below dpc to be designation (II) TO B.S.5628 part 1:1992 6.All blockwork above ground floor, density and strength to All blockwork above ground floor, density and strength to be as RWP design report. (density max, strength min) 7.Any deviation between RWP and architects drawings must Any deviation between RWP and architects drawings must be brought to the attention of RWP before works proceed on site.
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Denotes: top of concrete
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Formation level
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NOTE: Any floor block embedded in wall must have equal characteristic strength to vertical wall when block is laid flat. This must be and assured compliant by floor supplier
Specific health & safety risks associated with this project are highlighted with the caution symbol adjacent to the item of risk. Please refer to risk schedule contained on each individual drawing.
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Unless highlighted there are no specific health & safety risks associated with this drawing, as a direct result of our design, apart from the common issues associated with construction that will need to be assessed by a competent contractor prior to the undertaking of any works.
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RISK SCHEDULE
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ITEM DESCRIPTION OF RISK & ACTION
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Soil report by ST CONSULT encountered water from 0.5mbgl. Water pumping of excavations may be required.
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Excavation into virgin ground. Contractor to check for voids or underground obstructions such as existing drains, land drains and gravel pits.
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ST CONSULT Report states that a careful watch should
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be kept for any areas of more significant
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contamination, once ground works
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commence, although on the basis of the findings to
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date, significant contamination is not anticipated.
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Suspended ground floor is designed for permanent
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loads of finishes DL=0.5 kN/m2 and Imposed loads
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LL=1.5 kN/m2. Temporary loads on plain concrete
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must not exceed these UDL loads.
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Direction of span of Beamshield
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Precast concrete beam and block flooring designed and supplied by specialist manufacturer
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Direction of span of Beam and Block
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1.All bases to be positioned centrally under walls UNO. All bases to be positioned centrally under walls UNO. 2.Concrete grade to be C28/35 Concrete grade to be C28/35 3.The final design of the buried concrete is based on soil The final design of the buried concrete is based on soil class DS-1, ACEC Class AC-1 4.Mortar in load bearing walls above dpc to be designation Mortar in load bearing walls above dpc to be designation (III) to B.S.5628 part 1:1992 5.Mortar in load bearing walls below dpc to be designation Mortar in load bearing walls below dpc to be designation (II) TO B.S.5628 part 1:1992 6.All blockwork above ground floor, density and strength to All blockwork above ground floor, density and strength to be as RWP design report. (density max, strength min) 7.Any deviation between RWP and architects drawings must Any deviation between RWP and architects drawings must be brought to the attention of RWP before works proceed on site.
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Denotes: top of concrete
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Formation level
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NOTE: Any floor block embedded in wall must have equal characteristic strength to vertical wall when block is laid flat. This must be and assured compliant by floor supplier
Specific health & safety risks associated with this project are highlighted with the caution symbol adjacent to the item of risk. Please refer to risk schedule contained on each individual drawing.
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Unless highlighted there are no specific health & safety risks associated with this drawing, as a direct result of our design, apart from the common issues associated with construction that will need to be assessed by a competent contractor prior to the undertaking of any works.
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RISK SCHEDULE
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ITEM DESCRIPTION OF RISK & ACTION
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Soil report by ST CONSULT encountered water from 0.5mbgl. Water pumping of excavations may be required.
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Excavation into virgin ground. Contractor to check for voids or underground obstructions such as existing drains, land drains and gravel pits.
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ST CONSULT Report states that a careful watch should
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be kept for any areas of more significant
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contamination, once ground works
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commence, although on the basis of the findings to
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date, significant contamination is not anticipated.
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Suspended ground floor is designed for permanent
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loads of finishes DL=0.5 kN/m2 and Imposed loads
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LL=1.5 kN/m2. Temporary loads on plain concrete
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must not exceed these UDL loads.
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Direction of span of Beamshield
BL
OC
K X
BLOCK P
BLOCK Q
BLOCK R
BLOCK S
BL
OC
K W
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OC
K O
BL
OC
K L
Long Road
Cambridge
Block S (Plot 217-220)
Foundation Plans
1:50 12/10/15 FK RG
14557/Block S/Plot 217-220/2251 REVXX
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1
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16.250 SSL
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16.325 FFL
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16.250 SSL
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16.325 FFL
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16.250 SSL
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16.325 FFL
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16.250 SSL
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16.325 FFL
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16.250 SSL
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PLOT 217 BLOCK S
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PLOT 218 BLOCK S
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PLOT 219 BLOCK S
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PLOT 220 BLOCK S
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KEY PLAN
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Date
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Rev
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Comments
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Drn
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Chkd
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Scale:
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Date:
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Drawing No:
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Revision:
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Checked:
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Drawn by:
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Title
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Project
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T1
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12/10/2015
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FK
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Tender Issue
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RG
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Precast concrete beam and block flooring designed and supplied by specialist manufacturer
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Direction of span of Beam and Block
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1.All bases to be positioned centrally under walls UNO. All bases to be positioned centrally under walls UNO. 2.Concrete grade to be C28/35 Concrete grade to be C28/35 3.The final design of the buried concrete is based on soil The final design of the buried concrete is based on soil class DS-1, ACEC Class AC-1 4.Mortar in load bearing walls above dpc to be designation Mortar in load bearing walls above dpc to be designation (III) to B.S.5628 part 1:1992 5.Mortar in load bearing walls below dpc to be designation Mortar in load bearing walls below dpc to be designation (II) TO B.S.5628 part 1:1992 6.All blockwork above ground floor, density and strength to All blockwork above ground floor, density and strength to be as RWP design report. (density max, strength min) 7.Any deviation between RWP and architects drawings must Any deviation between RWP and architects drawings must be brought to the attention of RWP before works proceed on site.
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Denotes: top of concrete
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Formation level
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NOTE: Any floor block embedded in wall must have equal characteristic strength to vertical wall when block is laid flat. This must be and assured compliant by floor supplier
Specific health & safety risks associated with this project are highlighted with the caution symbol adjacent to the item of risk. Please refer to risk schedule contained on each individual drawing.
AutoCAD SHX Text
Unless highlighted there are no specific health & safety risks associated with this drawing, as a direct result of our design, apart from the common issues associated with construction that will need to be assessed by a competent contractor prior to the undertaking of any works.
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RISK SCHEDULE
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ITEM DESCRIPTION OF RISK & ACTION
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Soil report by ST CONSULT encountered water from 0.5mbgl. Water pumping of excavations may be required.
AutoCAD SHX Text
Excavation into virgin ground. Contractor to check for voids or underground obstructions such as existing drains, land drains and gravel pits.
AutoCAD SHX Text
ST CONSULT Report states that a careful watch should
AutoCAD SHX Text
be kept for any areas of more significant
AutoCAD SHX Text
contamination, once ground works
AutoCAD SHX Text
commence, although on the basis of the findings to
AutoCAD SHX Text
date, significant contamination is not anticipated.
AutoCAD SHX Text
Suspended ground floor is designed for permanent
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loads of finishes DL=0.5 kN/m2 and Imposed loads
AutoCAD SHX Text
LL=1.5 kN/m2. Temporary loads on plain concrete
AutoCAD SHX Text
must not exceed these UDL loads.
AutoCAD SHX Text
Direction of span of Beamshield
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Precast concrete beam and block flooring designed and supplied by specialist manufacturer
AutoCAD SHX Text
Direction of span of Beam and Block
AutoCAD SHX Text
1.All bases to be positioned centrally under walls UNO. All bases to be positioned centrally under walls UNO. 2.Concrete grade to be C28/35 Concrete grade to be C28/35 3.The final design of the buried concrete is based on soil The final design of the buried concrete is based on soil class DS-1, ACEC Class AC-1 4.Mortar in load bearing walls above dpc to be designation Mortar in load bearing walls above dpc to be designation (III) to B.S.5628 part 1:1992 5.Mortar in load bearing walls below dpc to be designation Mortar in load bearing walls below dpc to be designation (II) TO B.S.5628 part 1:1992 6.All blockwork above ground floor, density and strength to All blockwork above ground floor, density and strength to be as RWP design report. (density max, strength min) 7.Any deviation between RWP and architects drawings must Any deviation between RWP and architects drawings must be brought to the attention of RWP before works proceed on site.
AutoCAD SHX Text
Denotes: top of concrete
AutoCAD SHX Text
Formation level
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NOTE: Any floor block embedded in wall must have equal characteristic strength to vertical wall when block is laid flat. This must be and assured compliant by floor supplier
Specific health & safety risks associated with this project are highlighted with the caution symbol adjacent to the item of risk. Please refer to risk schedule contained on each individual drawing.
AutoCAD SHX Text
Unless highlighted there are no specific health & safety risks associated with this drawing, as a direct result of our design, apart from the common issues associated with construction that will need to be assessed by a competent contractor prior to the undertaking of any works.
AutoCAD SHX Text
RISK SCHEDULE
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ITEM DESCRIPTION OF RISK & ACTION
AutoCAD SHX Text
Soil report by ST CONSULT encountered water from 0.5mbgl. Water pumping of excavations may be required.
AutoCAD SHX Text
Excavation into virgin ground. Contractor to check for voids or underground obstructions such as existing drains, land drains and gravel pits.
AutoCAD SHX Text
ST CONSULT Report states that a careful watch should
AutoCAD SHX Text
be kept for any areas of more significant
AutoCAD SHX Text
contamination, once ground works
AutoCAD SHX Text
commence, although on the basis of the findings to
AutoCAD SHX Text
date, significant contamination is not anticipated.
AutoCAD SHX Text
Suspended ground floor is designed for permanent
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loads of finishes DL=0.5 kN/m2 and Imposed loads
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LL=1.5 kN/m2. Temporary loads on plain concrete
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must not exceed these UDL loads.
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Direction of span of Beamshield
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Precast concrete beam and block flooring designed and supplied by specialist manufacturer
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Direction of span of Beam and Block
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1.All bases to be positioned centrally under walls UNO. All bases to be positioned centrally under walls UNO. 2.Concrete grade to be C28/35 Concrete grade to be C28/35 3.The final design of the buried concrete is based on soil The final design of the buried concrete is based on soil class DS-1, ACEC Class AC-1 4.Mortar in load bearing walls above dpc to be designation Mortar in load bearing walls above dpc to be designation (III) to B.S.5628 part 1:1992 5.Mortar in load bearing walls below dpc to be designation Mortar in load bearing walls below dpc to be designation (II) TO B.S.5628 part 1:1992 6.All blockwork above ground floor, density and strength to All blockwork above ground floor, density and strength to be as RWP design report. (density max, strength min) 7.Any deviation between RWP and architects drawings must Any deviation between RWP and architects drawings must be brought to the attention of RWP before works proceed on site.
AutoCAD SHX Text
Denotes: top of concrete
AutoCAD SHX Text
Formation level
AutoCAD SHX Text
NOTE: Any floor block embedded in wall must have equal characteristic strength to vertical wall when block is laid flat. This must be and assured compliant by floor supplier
Specific health & safety risks associated with this project are highlighted with the caution symbol adjacent to the item of risk. Please refer to risk schedule contained on each individual drawing.
AutoCAD SHX Text
Unless highlighted there are no specific health & safety risks associated with this drawing, as a direct result of our design, apart from the common issues associated with construction that will need to be assessed by a competent contractor prior to the undertaking of any works.
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RISK SCHEDULE
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ITEM DESCRIPTION OF RISK & ACTION
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Soil report by ST CONSULT encountered water from 0.5mbgl. Water pumping of excavations may be required.
AutoCAD SHX Text
Excavation into virgin ground. Contractor to check for voids or underground obstructions such as existing drains, land drains and gravel pits.
AutoCAD SHX Text
ST CONSULT Report states that a careful watch should
AutoCAD SHX Text
be kept for any areas of more significant
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contamination, once ground works
AutoCAD SHX Text
commence, although on the basis of the findings to
AutoCAD SHX Text
date, significant contamination is not anticipated.
AutoCAD SHX Text
Suspended ground floor is designed for permanent
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loads of finishes DL=0.5 kN/m2 and Imposed loads
AutoCAD SHX Text
LL=1.5 kN/m2. Temporary loads on plain concrete
AutoCAD SHX Text
must not exceed these UDL loads.
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Direction of span of Beamshield
BL
OC
K X
BLOCK P
BLOCK Q
BLOCK R
BLOCK S
BL
OC
K W
BL
OC
K O
BL
OC
K L
Long Road
Cambridge
Block S (Plot 221-223)
Foundation Plans
1:50 12/10/15 FK RG
14557/Block S/Plot 221-223/2251 REVXX
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F
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E
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G
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H
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BS
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BS
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BS
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BS
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BS
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BS
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16.325 FFL
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16.250 SSL
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TOC 15.050
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16.325 FFL
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16.250 SSL
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TOC 15.050
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16.250 SSL
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16.325 FFL
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16.250 SSL
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TOC 15.050
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16.250 SSL
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PLOT 221 BLOCK S
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PLOT 222 BLOCK S
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PLOT 223 BLOCK S
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KEY PLAN
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Date
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Rev
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Comments
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Drn
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Chkd
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Scale:
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Date:
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Drawing No:
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Revision:
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Checked:
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Drawn by:
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Title
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Project
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T1
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12/10/2015
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FK
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Tender Issue
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RG
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Precast concrete beam and block flooring designed and supplied by specialist manufacturer
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Direction of span of Beam and Block
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1.All bases to be positioned centrally under walls UNO. All bases to be positioned centrally under walls UNO. 2.Concrete grade to be C28/35 Concrete grade to be C28/35 3.The final design of the buried concrete is based on soil The final design of the buried concrete is based on soil class DS-1, ACEC Class AC-1 4.Mortar in load bearing walls above dpc to be designation Mortar in load bearing walls above dpc to be designation (III) to B.S.5628 part 1:1992 5.Mortar in load bearing walls below dpc to be designation Mortar in load bearing walls below dpc to be designation (II) TO B.S.5628 part 1:1992 6.All blockwork above ground floor, density and strength to All blockwork above ground floor, density and strength to be as RWP design report. (density max, strength min) 7.Any deviation between RWP and architects drawings must Any deviation between RWP and architects drawings must be brought to the attention of RWP before works proceed on site.
AutoCAD SHX Text
Denotes: top of concrete
AutoCAD SHX Text
Formation level
AutoCAD SHX Text
NOTE: Any floor block embedded in wall must have equal characteristic strength to vertical wall when block is laid flat. This must be and assured compliant by floor supplier
Specific health & safety risks associated with this project are highlighted with the caution symbol adjacent to the item of risk. Please refer to risk schedule contained on each individual drawing.
AutoCAD SHX Text
Unless highlighted there are no specific health & safety risks associated with this drawing, as a direct result of our design, apart from the common issues associated with construction that will need to be assessed by a competent contractor prior to the undertaking of any works.
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RISK SCHEDULE
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ITEM DESCRIPTION OF RISK & ACTION
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Soil report by ST CONSULT encountered water from 0.5mbgl. Water pumping of excavations may be required.
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Excavation into virgin ground. Contractor to check for voids or underground obstructions such as existing drains, land drains and gravel pits.
AutoCAD SHX Text
ST CONSULT Report states that a careful watch should
AutoCAD SHX Text
be kept for any areas of more significant
AutoCAD SHX Text
contamination, once ground works
AutoCAD SHX Text
commence, although on the basis of the findings to
AutoCAD SHX Text
date, significant contamination is not anticipated.
AutoCAD SHX Text
Suspended ground floor is designed for permanent
AutoCAD SHX Text
loads of finishes DL=0.5 kN/m2 and Imposed loads
AutoCAD SHX Text
LL=1.5 kN/m2. Temporary loads on plain concrete
AutoCAD SHX Text
must not exceed these UDL loads.
AutoCAD SHX Text
Direction of span of Beamshield
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Precast concrete beam and block flooring designed and supplied by specialist manufacturer
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Direction of span of Beam and Block
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1.All bases to be positioned centrally under walls UNO. All bases to be positioned centrally under walls UNO. 2.Concrete grade to be C28/35 Concrete grade to be C28/35 3.The final design of the buried concrete is based on soil The final design of the buried concrete is based on soil class DS-1, ACEC Class AC-1 4.Mortar in load bearing walls above dpc to be designation Mortar in load bearing walls above dpc to be designation (III) to B.S.5628 part 1:1992 5.Mortar in load bearing walls below dpc to be designation Mortar in load bearing walls below dpc to be designation (II) TO B.S.5628 part 1:1992 6.All blockwork above ground floor, density and strength to All blockwork above ground floor, density and strength to be as RWP design report. (density max, strength min) 7.Any deviation between RWP and architects drawings must Any deviation between RWP and architects drawings must be brought to the attention of RWP before works proceed on site.
AutoCAD SHX Text
Denotes: top of concrete
AutoCAD SHX Text
Formation level
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NOTE: Any floor block embedded in wall must have equal characteristic strength to vertical wall when block is laid flat. This must be and assured compliant by floor supplier
Specific health & safety risks associated with this project are highlighted with the caution symbol adjacent to the item of risk. Please refer to risk schedule contained on each individual drawing.
AutoCAD SHX Text
Unless highlighted there are no specific health & safety risks associated with this drawing, as a direct result of our design, apart from the common issues associated with construction that will need to be assessed by a competent contractor prior to the undertaking of any works.
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RISK SCHEDULE
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ITEM DESCRIPTION OF RISK & ACTION
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Soil report by ST CONSULT encountered water from 0.5mbgl. Water pumping of excavations may be required.
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Excavation into virgin ground. Contractor to check for voids or underground obstructions such as existing drains, land drains and gravel pits.
AutoCAD SHX Text
ST CONSULT Report states that a careful watch should
AutoCAD SHX Text
be kept for any areas of more significant
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contamination, once ground works
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commence, although on the basis of the findings to
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date, significant contamination is not anticipated.
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Suspended ground floor is designed for permanent
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loads of finishes DL=0.5 kN/m2 and Imposed loads
AutoCAD SHX Text
LL=1.5 kN/m2. Temporary loads on plain concrete
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must not exceed these UDL loads.
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Direction of span of Beamshield
AutoCAD SHX Text
Precast concrete beam and block flooring designed and supplied by specialist manufacturer
AutoCAD SHX Text
Direction of span of Beam and Block
AutoCAD SHX Text
1.All bases to be positioned centrally under walls UNO. All bases to be positioned centrally under walls UNO. 2.Concrete grade to be C28/35 Concrete grade to be C28/35 3.The final design of the buried concrete is based on soil The final design of the buried concrete is based on soil class DS-1, ACEC Class AC-1 4.Mortar in load bearing walls above dpc to be designation Mortar in load bearing walls above dpc to be designation (III) to B.S.5628 part 1:1992 5.Mortar in load bearing walls below dpc to be designation Mortar in load bearing walls below dpc to be designation (II) TO B.S.5628 part 1:1992 6.All blockwork above ground floor, density and strength to All blockwork above ground floor, density and strength to be as RWP design report. (density max, strength min) 7.Any deviation between RWP and architects drawings must Any deviation between RWP and architects drawings must be brought to the attention of RWP before works proceed on site.
AutoCAD SHX Text
Denotes: top of concrete
AutoCAD SHX Text
Formation level
AutoCAD SHX Text
NOTE: Any floor block embedded in wall must have equal characteristic strength to vertical wall when block is laid flat. This must be and assured compliant by floor supplier
Specific health & safety risks associated with this project are highlighted with the caution symbol adjacent to the item of risk. Please refer to risk schedule contained on each individual drawing.
AutoCAD SHX Text
Unless highlighted there are no specific health & safety risks associated with this drawing, as a direct result of our design, apart from the common issues associated with construction that will need to be assessed by a competent contractor prior to the undertaking of any works.
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RISK SCHEDULE
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ITEM DESCRIPTION OF RISK & ACTION
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Soil report by ST CONSULT encountered water from 0.5mbgl. Water pumping of excavations may be required.
AutoCAD SHX Text
Excavation into virgin ground. Contractor to check for voids or underground obstructions such as existing drains, land drains and gravel pits.
AutoCAD SHX Text
ST CONSULT Report states that a careful watch should
AutoCAD SHX Text
be kept for any areas of more significant
AutoCAD SHX Text
contamination, once ground works
AutoCAD SHX Text
commence, although on the basis of the findings to
AutoCAD SHX Text
date, significant contamination is not anticipated.
AutoCAD SHX Text
Suspended ground floor is designed for permanent
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loads of finishes DL=0.5 kN/m2 and Imposed loads
AutoCAD SHX Text
LL=1.5 kN/m2. Temporary loads on plain concrete
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must not exceed these UDL loads.
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Direction of span of Beamshield
BL
OC
K X
BLOCK P
BLOCK Q
BLOCK R
BLOCK S
BL
OC
K W
BL
OC
K O
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OC
K L
Long Road
Cambridge
Block W (Plot 224-229)
Foundation Plans
1:50 12/10/15 FK RG
14557/Block W/Plot 224-229/2251 REVXX
!
2
1
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BS
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BS
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BS
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BS
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BS
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16.550 FFL
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16.475 SSL
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16.550 FFL
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16.475 SSL
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16.550 FFL
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16.475 SSL
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16.550 FFL
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16.475 SSL
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16.550 FFL
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16.475 SSL
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16.550 FFL
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16.475 SSL
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TOC 15.875
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TOC 15.875
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TOC 15.875
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PLOT 229 BLOCK W
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PLOT 228 BLOCK W
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PLOT 227 BLOCK W
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PLOT 226 BLOCK W
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PLOT 225 BLOCK W
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PLOT 224 BLOCK W
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KEY PLAN
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Date
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Comments
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Chkd
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Scale:
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Date:
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Drawing No:
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Revision:
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Checked:
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Drawn by:
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Title
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Project
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T1
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12/10/2015
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FK
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Tender Issue
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RG
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Precast concrete beam and block flooring designed and supplied by specialist manufacturer
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Direction of span of Beam and Block
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1.All bases to be positioned centrally under walls UNO. All bases to be positioned centrally under walls UNO. 2.Concrete grade to be C28/35 Concrete grade to be C28/35 3.The final design of the buried concrete is based on soil The final design of the buried concrete is based on soil class DS-1, ACEC Class AC-1 4.Mortar in load bearing walls above dpc to be designation Mortar in load bearing walls above dpc to be designation (III) to B.S.5628 part 1:1992 5.Mortar in load bearing walls below dpc to be designation Mortar in load bearing walls below dpc to be designation (II) TO B.S.5628 part 1:1992 6.All blockwork above ground floor, density and strength to All blockwork above ground floor, density and strength to be as RWP design report. (density max, strength min) 7.Any deviation between RWP and architects drawings must Any deviation between RWP and architects drawings must be brought to the attention of RWP before works proceed on site.
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Formation level
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F.L.
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NOTE: Any floor block embedded in wall must have equal characteristic strength to vertical wall when block is laid flat. This must be and assured compliant by floor supplier
Specific health & safety risks associated with this project are highlighted with the caution symbol adjacent to the item of risk. Please refer to risk schedule contained on each individual drawing.
AutoCAD SHX Text
Unless highlighted there are no specific health & safety risks associated with this drawing, as a direct result of our design, apart from the common issues associated with construction that will need to be assessed by a competent contractor prior to the undertaking of any works.
AutoCAD SHX Text
Soil report by ST CONSULT encountered water from 0.5mbgl. Water pumping of excavations may be required.
AutoCAD SHX Text
Excavation into virgin ground. Contractor to check for voids or underground obstructions such as existing drains, land drains and gravel pits.
AutoCAD SHX Text
ST CONSULT Report states that a careful watch should
AutoCAD SHX Text
be kept for any areas of more significant
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contamination, once ground works
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commence, although on the basis of the findings to
AutoCAD SHX Text
date, significant contamination is not anticipated.
AutoCAD SHX Text
Suspended ground floor is designed for permanent
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loads of finishes DL=0.5 kN/m2 and Imposed loads
AutoCAD SHX Text
LL=1.5 kN/m2. Temporary loads on plain concrete
AutoCAD SHX Text
must not exceed these UDL loads.
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Beam & Block
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Direction of span of Beamshield
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BS
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RISK SCHEDULE
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ITEM DESCRIPTION OF RISK & ACTION
BL
OC
K X
BLOCK P
BLOCK Q
BLOCK R
BLOCK S
BL
OC
K W
BL
OC
K O
BL
OC
K L
Clay Farm Phase 4
Block W (Plot 230-233)
Foundation Plans
1:50 12/10/2015 FK RG
14577/Block W/Plot 230-233/2251 REVXX
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7
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8
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9
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10
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11
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A
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B
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C
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BS
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BS
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BS
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BS
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BS
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16.550 FFL
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16.475 SSL
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16.550 FFL
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16.475 SSL
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16.550 FFL
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16.475 SSL
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16.550 FFL
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16.475 SSL
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16.550 FFL
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16.475 SSL
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TOC 15.875
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TOC 15.875
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PLOT 233 BLOCK W
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PLOT 232 BLOCK W
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PLOT 231 BLOCK W
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PLOT 230 BLOCK W
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KEY PLAN
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Date
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Rev
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Comments
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Drn
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Chkd
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Scale:
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Date:
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Drawing No:
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Revision:
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Checked:
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Drawn by:
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Title
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Project
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T1
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12/10/2015
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FK
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Tender Issue
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RG
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Precast concrete beam and block flooring designed and supplied by specialist manufacturer
AutoCAD SHX Text
Direction of span of Beam and Block
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1.All bases to be positioned centrally under walls UNO. All bases to be positioned centrally under walls UNO. 2.Concrete grade to be C28/35 Concrete grade to be C28/35 3.The final design of the buried concrete is based on soil The final design of the buried concrete is based on soil class DS-1, ACEC Class AC-1 4.Mortar in load bearing walls above dpc to be designation Mortar in load bearing walls above dpc to be designation (III) to B.S.5628 part 1:1992 5.Mortar in load bearing walls below dpc to be designation Mortar in load bearing walls below dpc to be designation (II) TO B.S.5628 part 1:1992 6.All blockwork above ground floor, density and strength to All blockwork above ground floor, density and strength to be as RWP design report. (density max, strength min) 7.Any deviation between RWP and architects drawings must Any deviation between RWP and architects drawings must be brought to the attention of RWP before works proceed on site.
AutoCAD SHX Text
Denotes: top of concrete
AutoCAD SHX Text
Formation level
AutoCAD SHX Text
NOTE: Any floor block embedded in wall must have equal characteristic strength to vertical wall when block is laid flat. This must be and assured compliant by floor supplier
Specific health & safety risks associated with this project are highlighted with the caution symbol adjacent to the item of risk. Please refer to risk schedule contained on each individual drawing.
AutoCAD SHX Text
Unless highlighted there are no specific health & safety risks associated with this drawing, as a direct result of our design, apart from the common issues associated with construction that will need to be assessed by a competent contractor prior to the undertaking of any works.
AutoCAD SHX Text
RISK SCHEDULE
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ITEM DESCRIPTION OF RISK & ACTION
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Soil report by ST CONSULT encountered water from 0.5mbgl. Water pumping of excavations may be required.
AutoCAD SHX Text
Excavation into virgin ground. Contractor to check for voids or underground obstructions such as existing drains, land drains and gravel pits.
AutoCAD SHX Text
ST CONSULT Report states that a careful watch should
AutoCAD SHX Text
be kept for any areas of more significant
AutoCAD SHX Text
contamination, once ground works
AutoCAD SHX Text
commence, although on the basis of the findings to
AutoCAD SHX Text
date, significant contamination is not anticipated.
AutoCAD SHX Text
Suspended ground floor is designed for permanent
AutoCAD SHX Text
loads of finishes DL=0.5 kN/m2 and Imposed loads
AutoCAD SHX Text
LL=1.5 kN/m2. Temporary loads on plain concrete
AutoCAD SHX Text
must not exceed these UDL loads.
AutoCAD SHX Text
Direction of span of Beamshield
AutoCAD SHX Text
Precast concrete beam and block flooring designed and supplied by specialist manufacturer
AutoCAD SHX Text
Direction of span of Beam and Block
AutoCAD SHX Text
1.All bases to be positioned centrally under walls UNO. All bases to be positioned centrally under walls UNO. 2.Concrete grade to be C28/35 Concrete grade to be C28/35 3.The final design of the buried concrete is based on soil The final design of the buried concrete is based on soil class DS-1, ACEC Class AC-1 4.Mortar in load bearing walls above dpc to be designation Mortar in load bearing walls above dpc to be designation (III) to B.S.5628 part 1:1992 5.Mortar in load bearing walls below dpc to be designation Mortar in load bearing walls below dpc to be designation (II) TO B.S.5628 part 1:1992 6.All blockwork above ground floor, density and strength to All blockwork above ground floor, density and strength to be as RWP design report. (density max, strength min) 7.Any deviation between RWP and architects drawings must Any deviation between RWP and architects drawings must be brought to the attention of RWP before works proceed on site.
AutoCAD SHX Text
Denotes: top of concrete
AutoCAD SHX Text
Formation level
AutoCAD SHX Text
NOTE: Any floor block embedded in wall must have equal characteristic strength to vertical wall when block is laid flat. This must be and assured compliant by floor supplier
Specific health & safety risks associated with this project are highlighted with the caution symbol adjacent to the item of risk. Please refer to risk schedule contained on each individual drawing.
AutoCAD SHX Text
Unless highlighted there are no specific health & safety risks associated with this drawing, as a direct result of our design, apart from the common issues associated with construction that will need to be assessed by a competent contractor prior to the undertaking of any works.
AutoCAD SHX Text
RISK SCHEDULE
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ITEM DESCRIPTION OF RISK & ACTION
AutoCAD SHX Text
Soil report by ST CONSULT encountered water from 0.5mbgl. Water pumping of excavations may be required.
AutoCAD SHX Text
Excavation into virgin ground. Contractor to check for voids or underground obstructions such as existing drains, land drains and gravel pits.
AutoCAD SHX Text
ST CONSULT Report states that a careful watch should
AutoCAD SHX Text
be kept for any areas of more significant
AutoCAD SHX Text
contamination, once ground works
AutoCAD SHX Text
commence, although on the basis of the findings to
AutoCAD SHX Text
date, significant contamination is not anticipated.
AutoCAD SHX Text
Suspended ground floor is designed for permanent
AutoCAD SHX Text
loads of finishes DL=0.5 kN/m2 and Imposed loads
AutoCAD SHX Text
LL=1.5 kN/m2. Temporary loads on plain concrete
AutoCAD SHX Text
must not exceed these UDL loads.
AutoCAD SHX Text
Direction of span of Beamshield
AutoCAD SHX Text
Precast concrete beam and block flooring designed and supplied by specialist manufacturer
AutoCAD SHX Text
Direction of span of Beam and Block
AutoCAD SHX Text
1.All bases to be positioned centrally under walls UNO. All bases to be positioned centrally under walls UNO. 2.Concrete grade to be C28/35 Concrete grade to be C28/35 3.The final design of the buried concrete is based on soil The final design of the buried concrete is based on soil class DS-1, ACEC Class AC-1 4.Mortar in load bearing walls above dpc to be designation Mortar in load bearing walls above dpc to be designation (III) to B.S.5628 part 1:1992 5.Mortar in load bearing walls below dpc to be designation Mortar in load bearing walls below dpc to be designation (II) TO B.S.5628 part 1:1992 6.All blockwork above ground floor, density and strength to All blockwork above ground floor, density and strength to be as RWP design report. (density max, strength min) 7.Any deviation between RWP and architects drawings must Any deviation between RWP and architects drawings must be brought to the attention of RWP before works proceed on site.
AutoCAD SHX Text
Denotes: top of concrete
AutoCAD SHX Text
Formation level
AutoCAD SHX Text
NOTE: Any floor block embedded in wall must have equal characteristic strength to vertical wall when block is laid flat. This must be and assured compliant by floor supplier
Specific health & safety risks associated with this project are highlighted with the caution symbol adjacent to the item of risk. Please refer to risk schedule contained on each individual drawing.
AutoCAD SHX Text
Unless highlighted there are no specific health & safety risks associated with this drawing, as a direct result of our design, apart from the common issues associated with construction that will need to be assessed by a competent contractor prior to the undertaking of any works.
AutoCAD SHX Text
RISK SCHEDULE
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ITEM DESCRIPTION OF RISK & ACTION
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Soil report by ST CONSULT encountered water from 0.5mbgl. Water pumping of excavations may be required.
AutoCAD SHX Text
Excavation into virgin ground. Contractor to check for voids or underground obstructions such as existing drains, land drains and gravel pits.
AutoCAD SHX Text
ST CONSULT Report states that a careful watch should
AutoCAD SHX Text
be kept for any areas of more significant
AutoCAD SHX Text
contamination, once ground works
AutoCAD SHX Text
commence, although on the basis of the findings to
AutoCAD SHX Text
date, significant contamination is not anticipated.
AutoCAD SHX Text
Suspended ground floor is designed for permanent
AutoCAD SHX Text
loads of finishes DL=0.5 kN/m2 and Imposed loads
AutoCAD SHX Text
LL=1.5 kN/m2. Temporary loads on plain concrete
AutoCAD SHX Text
must not exceed these UDL loads.
AutoCAD SHX Text
Direction of span of Beamshield
BL
OC
K X
BLOCK P
BLOCK Q
BLOCK R
BLOCK S
BL
OC
K W
BL
OC
K O
BL
OC
K L
Clay Farm Phase 4
Block X (Plot234-239)
Foundation Plans
1:50 12/10/2015 FK RG
14557/Block X/Plot 234-239/2251 T1
!
2
1
3
4
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BS
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16.625 FFL
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16.550 SSL
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TOC 15.050
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16.625 FFL
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TOC 15.050
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16.625 FFL
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16.550 SSL
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TOC 15.050
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TOC 15.050
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16.625 FFL
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TOC 15.050
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16.550 SSL
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TOC 15.050
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16.625 FFL
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16.550 SSL
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TOC 15.050
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TOC 15.050
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TOC 15.050
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PLOT 239 BLOCK X
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PLOT 238 BLOCK X
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PLOT 237 BLOCK X
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PLOT 236 BLOCK X
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PLOT 235 BLOCK X
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PLOT 234 BLOCK X
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KEY PLAN
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Date
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Comments
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Chkd
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Scale:
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Date:
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Drawing No:
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Revision:
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Checked:
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Drawn by:
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Title
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Project
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T1
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12/10/2015
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FK
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Tender Issue
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RG
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Precast concrete beam and block flooring designed and supplied by specialist manufacturer
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Direction of span of Beam and Block
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1.All bases to be positioned centrally under walls UNO. All bases to be positioned centrally under walls UNO. 2.Concrete grade to be C28/35 Concrete grade to be C28/35 3.The final design of the buried concrete is based on soil The final design of the buried concrete is based on soil class DS-1, ACEC Class AC-1 4.Mortar in load bearing walls above dpc to be designation Mortar in load bearing walls above dpc to be designation (III) to B.S.5628 part 1:1992 5.Mortar in load bearing walls below dpc to be designation Mortar in load bearing walls below dpc to be designation (II) TO B.S.5628 part 1:1992 6.All blockwork above ground floor, density and strength to All blockwork above ground floor, density and strength to be as RWP design report. (density max, strength min) 7.Any deviation between RWP and architects drawings must Any deviation between RWP and architects drawings must be brought to the attention of RWP before works proceed on site.
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Formation level
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F.L.
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NOTE: Any floor block embedded in wall must have equal characteristic strength to vertical wall when block is laid flat. This must be and assured compliant by floor supplier
Specific health & safety risks associated with this project are highlighted with the caution symbol adjacent to the item of risk. Please refer to risk schedule contained on each individual drawing.
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Unless highlighted there are no specific health & safety risks associated with this drawing, as a direct result of our design, apart from the common issues associated with construction that will need to be assessed by a competent contractor prior to the undertaking of any works.
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Soil report by ST CONSULT encountered water from 0.5mbgl. Water pumping of excavations may be required.
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Excavation into virgin ground. Contractor to check for voids or underground obstructions such as existing drains, land drains and gravel pits.
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ST CONSULT Report states that a careful watch should
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be kept for any areas of more significant
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contamination, once ground works
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commence, although on the basis of the findings to
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date, significant contamination is not anticipated.
