SAMPLE REVIT DRAWINGS-SUNIT K DHINGRA-COMPLETE - EASTWOODS
5
A B C D 2 5 5 6 6 SUMP 1 SUMP 2 A B 275 275 275 600 3293 2088 600 275 2 675 600 275 275 100 600 275 SSL 70775 1... All dimensions in millimetres unless otherwise. 2... All levels in metres above Ordnance Datum 3... For Location of sections Refer to Drg.37661/001 & 002 4... For reinforcement details refer to Drg.37661/ NOTE ALL CONCRETE IN BASEMENT RAFT SLAB, SUMP PIT AND BASEMENT RETAINING WALLS TO BE PUDLO WATER-TIGHT CONCRETE CONSTRUCTED STRICTLY IN ACCORDANCE WITH CURRENT PUDLO SYSTEM SPECIFICATION USING DETAILS CONFORMING TO CURRENT RECOMMENDATIONS AND REQUIREMENTS OF PUDLO CONCRETE KEY SYMBOL DESCRIPTION PUDLO CONCRETE NORMAL CONCRETE www.eastwoodandpartners.com [email protected] St. Andrew's House 23 Kingfield Road Sheffield S11 9AS 0114 255 4330 0114 255 4554 Fax Tel Information within this drawing is not necessarily produced to scale. Always use figured dimensions and co-ordinates - if in doubt ask. NOTES A First Issue. REV DESCRIPTION SIG CHK DATE SCALE WHEN PLOTTED AT A1 DRAWING STATUS DRAWN CHECKED DATE E & P DRAWING NUMBER REV / BIM PROJECT DRAWING NUMBER Author Checker 06/18/15 BEWLEY HOMES HARTLEY WINTNEY PLOTS 1 & 2 SUMP PIT PLAN & DETAILS Project Status 37661 005 ENLARGED PLAN ON SUMP PITS SECTION 5 - 5 SECTION 6 - 6 Note: SUMP PIT SIZED FOR NEWTON TPW TITAN PRO WHITE PACKAGE PUMP SYSTEM. IF A DIFFERENT PACKAGED PUMP SYSTEM IS TO BE USED, CONTRACTOR SHOULD VERIFY SUMP PIT SIZE. 3D VIEW SECTION THROUGH SUMPS
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Transcript of SAMPLE REVIT DRAWINGS-SUNIT K DHINGRA-COMPLETE - EASTWOODS
A B C D
2
55
6
6
SUMP 1 SUMP 2
A B
275
275 275600
3293
2088
600
275
2
675 600
275 275
100
600
275
SSL 70775
1... All dimensions in millimetres unless otherwise.
2... All levels in metres above Ordnance Datum
3... For Location of sections Refer to Drg.37661/001 & 002
4... For reinforcement details refer to Drg.37661/
NOTE
ALL CONCRETE IN BASEMENT RAFT SLAB, SUMP PIT AND BASEMENTRETAINING WALLS TO BE PUDLO WATER-TIGHT CONCRETE
CONSTRUCTED STRICTLY IN ACCORDANCE WITH CURRENT PUDLOSYSTEM SPECIFICATION USING DETAILS CONFORMING TO CURRENT
RECOMMENDATIONS AND REQUIREMENTS OF PUDLO
CONCRETE KEY SYMBOL DESCRIPTION
PUDLO CONCRETE
NORMAL CONCRETE
St. Andrew's House23 Kingfield RoadSheffieldS11 9AS
0114 255 43300114 255 4554
FaxTel
Information within this drawing is not necessarily produced to scale. Always use figureddimensions and co-ordinates - if in doubt ask.
NOTES
A First Issue.
REV DESCRIPTION SIG CHK DATE
SCALE WHEN PLOTTED AT A1 DRAWING STATUS
DRAWN CHECKED DATE E & P DRAWING NUMBER REV
/BIM PROJECT DRAWING NUMBER
Author Checker 06/18/15
BEWLEY HOMES
HARTLEY WINTNEY
PLOTS 1 & 2 SUMP PIT PLAN & DETAILS
Project Status
37661 005
ENLARGED PLAN ON SUMP PITS
SECTION 5 - 5
SECTION 6 - 6
Note:SUMP PIT SIZED FOR NEWTONTPW TITAN PRO WHITEPACKAGE PUMP SYSTEM.IF A DIFFERENT PACKAGEDPUMP SYSTEM IS TO BE USED,CONTRACTOR SHOULD VERIFYSUMP PIT SIZE.
3D VIEW SECTION THROUGHSUMPS
SSL 70.400
SSL 70.775
TOC 73.550
A
275
275
276 100
ENGINEERED TIMBER FLOOR JOISTS TOMANUFACTURERS DESIGN
JOIST FIXED TO TIMBER PLATE USINGJOIST HANGERS
250x50 TIMBER PLATE FIXED TO RC WALLUSING HILTI M12 HAS-TZ RODS AT 400 c/cAND HILTI HVUADHESIVE
DRAINED CAVITY SYSTEM BY OTHERS
INSULATION TO ARCHITECTS DETAILS TOINSIDE FACE OF BASEMENT
RC CONCRETE SLAB IN PUDLOWATER RETRAINT CONCRETE
CAVITY TRAY
CELLCORE HX S 160mm 9/13 ONON 50mm CONCRETE BLINDINGUSING FN027 CONCRETE.
75mm THICK CLAYMASTER BY CORDEKOR EQUAL APPROVED COMPRESSIBLEMATERIAL
PUDLO WATERRESISTING CONCRETE
ANCON BRICK TIESANCHORED INTO CAST-INOMEGA CHANNEL
MASS CONCRETE PADSOR TRENCHFILLFOUNDATIONS
5004
1
138
JOIST FIXED TO TIMBER PLATE USINGJOIST HANGERS
250x50 TIMBER PLATE FIXED TO RC WALLUSING HILTI M12 HAS-TZ RODS AT 400 c/cAND HILTI HVUADHESIVE
INSULATION TO ARCHITECTS DETAILS TOINSIDE FACE OF BASEMENT
DRAINED CAVITY SYSTEM BY OTHERS
FINISHES AND INSULATIONTO ARCHITETCS DETAILS
SSL 70400
275
A
B
275
275
275
275 275
600
BITUTHENE LM TO CAVITYFACE OF INNER LEAF, TOBE LAPPED INTO PUDLORC BASEMENT WALL LINKEDTO CAVITY TRAY.
ENGINEERED TIMBER FLOORJOISTS TO MANUFACTURERS DESIGN
SSL 73650 GROUND FLOOR
JOISTS FIXED TOTIMBER PLATE USINGJOIST HANGERS
INSULATION TO ARCHITECTS DETAILSTO INSIDE FACE OF BASEMENT WALLS
DRAINED CAVITYSYSTEM BY OTHERS
SSL 70775 BASEMENT FLOOR
FINISHES AND INSULATION TOARCHITECTS DETAILS
RC CONCRETE SLABIN PUDLO WATER RESISTANTCONCRETE
FFL 71000
150
KICKER
6
6
C
300
PLOT 1PLOT 2
SSL 70775 BASEMENT
RC CONCRETE SLABIN PUDLO WATER RESISTANTCONCRETE
275
CELLCORE HX S 160mm9/13 ON 50mm CONCRETEBLINDING
FINISHES AND INSULATIONTO ARCHITECTS DETAILS
TOC 73.550
A
275
ENGINEERED TIMBER FLOOR JOISTS TOMANUFACTURERS DESIGN
JOIST FIXED TO TIMBER PLATE USINGJOIST HANGERS
250x50 TIMBER PLATE FIXED TO RC WALLUSING HILTI M12 HAS-TZ RODS AT 400 c/cAND HILTI HVUADHESIVE
1... All dimensions in millimetres unless otherwise.
2... All levels in metres above Ordnance Datum
3... For Location of sections Refer to Drg.37661/001 & 002
NOTE
ALL CONCRETE IN BASEMENT RAFT SLAB, SUMP PIT AND BASEMENTRETAINING WALLS TO BE PUDLO WATER-TIGHT CONCRETE
CONSTRUCTED STRICTLY IN ACCORDANCE WITH CURRENT PUDLOSYSTEM SPECIFICATION USING DETAILS CONFORMING TO CURRENT
RECOMMENDATIONS AND REQUIREMENTS OF PUDLO
CONCRETE KEY SYMBOL DESCRIPTION
PUDLO CONCRETE
NORMAL CONCRETE
St. Andrew's House23 Kingfield RoadSheffieldS11 9AS
0114 255 43300114 255 4554
FaxTel
Information within this drawing is not necessarily produced to scale. Always use figureddimensions and co-ordinates - if in doubt ask.
NOTES
A First Issue.
REV DESCRIPTION SIG CHK DATE
SCALE WHEN PLOTTED AT A1 DRAWING STATUS
DRAWN CHECKED DATE E & P DRAWING NUMBER REV
/BIM PROJECT DRAWING NUMBER
Author Checker 06/17/15
BEWLEY HOMES
HARTLEY WINTNEY
SECTIONS
Project Status
37661 004
SECTION 1 - 1
SECTION 2 - 2 SECTION 3-3
SECTION 4 - 4
JOIST BEARING DETAIL
A B C D
1
2
3
E
3293 2655 2655
3767
6969
3293
33
11
2
2
44
275mm THICK PUDLO CONCRETE RC SUSPENDEDBASEMENT SLAB
SSL 70.775
275mm THICK PUDLO CONCRETE RC SUSPENDEDBASEMENT SLAB
SSL 70.775
275mm THICK RC WALL-2
275m
m TH
ICK
RC W
ALL-
1
275m
m TH
ICK
RC W
ALL-
3
SUMP FOR DRAINAGE CAVITYREFER TO DRG. 37661/004
SUMP FOR DRAINAGE CAVITYREFER TO DRG. 37661/004
55
240
399
St. Andrew's House23 Kingfield RoadSheffieldS11 9AS
0114 255 43300114 255 4554
FaxTel
Information within this drawing is not necessarily produced to scale. Always use figureddimensions and co-ordinates - if in doubt ask.
NOTES
A First Issue.
REV DESCRIPTION SIG CHK DATE
SCALE WHEN PLOTTED AT A1 DRAWING STATUS
DRAWN CHECKED DATE E & P DRAWING NUMBER REV
/BIM PROJECT DRAWING NUMBER
Author Checker 06/19/14
BEWLEY HOMES
HARTLEY WINTNEY
BASEMENT PLAN
Project Status
37661 003
A B C D
1
2
3
E
800
900
800RC BASE TYPE 2
RC BASE TYPE 1 RC BASE TYPE 2
RC BASE TYPE 3 RC BASE TYPE 3
800 900 800
1400
ZONE FOR SERVICES ACCESS
ZON
E FO
R S
ERVI
CES
AC
CES
S
3767
6969
700
ZON
E FO
R S
ERVI
CES
AC
CES
S
600 600 600 750825
3293 2655 2655 3293
PLOT 1 PLOT 2 466
LATERAL HEAVE PROTECTION
2813
4156
33
11
2
2
44
750m
m W
IDE
MASS
CON
CRET
E TR
ENCH
FILL
825m
m W
IDE
MASS
CON
CRET
E TR
ENCH
FILL
MASS CONCRETE TRENCH FILLMASS CONCRETE TRENCH FILL
55
600
600
275
275
675
275275
55
600
600
275
275
675
275 275
IFL 70.00OGL 74.50FGL 73.65 IFL 70.20
OGL 74.00FGL 73.65
IFL 70.00OGL 73.50FGL 73.65
IFL 69.70OGL 73.00FGL 73.65
IFL 69.40OGL 72.35FGL 73.65
IFL 69.50OGL 73.00FGL 73.65
IFL 68.60OGL 70.70FGL 71.00
IFL 68.85OGL 70.95FGL 71.00
1... All dimensions in millimetres unless otherwise.
2... All levels in metres above Ordnance Datum
3... This drawing is based on K.L. Skalka Architects DrawingBH338-S3-01 Rev D date 06/03/15.
4... Substructure design based on Geotechnical Report by Ground Investigation Services (Southern) Ltd, reference S. 4303 dated October 2013.
5... The following designated concrete mixes to be used: Mass Concrete Trenchfill - FND 2z Pad Bases Reinforced concrete Trenchfill - FND 2z
6... The polystyrene used as a precaution against soil heave must have a density no greater than 11kg/m³ and must be designated as highly compressible and suitable for this usage eg. Claymaster by Cordek Ltd (tel: 01403 799601)
7... Backfill to substructure walls should be left uncompacted
8... Footings for houses to extend to the deepest of the following:
a) To the intended founding level (IFL) shown on plan
b) To undisturbed natural ground with an allowablebearing capacity of 125kN/m²
c) To a depth which will not surcharge adjacent drainsor footings.
9... All substructure blockwork and mortar to be suitable for Design Sulphate Class DS2z and Aggressive Chemical Environment for Concrete AC-2z.
10...For Sections refer to drawing 37661/040
SETTING OUT
ALL TRENCHFILL FOUNDATIONS TO BE 600mm WIDE AND CENTRED ONGRID LINES UNLESS NOTED OTHERWISE
ALL CONCRETE PAD BASES REINFORCED & CENTRED ON GRID LINES UNLESSNOTED OTHERWISE
FOUNDATION SCHEDULE
MEMBER NAME MEMBER SIZE T.O.C LEVEL No.OFFBASE TYPE 1 1800x1800x400 THICK 70.4 1
BASE TYPE 2 1600x1600x400 THICK 70.4 2
BASE TYPE 3 1400x1400x400 THICK 70.4 4
St. Andrew's House23 Kingfield RoadSheffieldS11 9AS
0114 255 43300114 255 4554
FaxTel
Information within this drawing is not necessarily produced to scale. Always use figureddimensions and co-ordinates - if in doubt ask.
NOTES
A First Issue.
REV DESCRIPTION SIG CHK DATE
SCALE WHEN PLOTTED AT A1 DRAWING STATUS
DRAWN CHECKED DATE E & P DRAWING NUMBER REV
/BIM PROJECT DRAWING NUMBER
Author Checker 06/10/14
BEWLEY HOMES
HARTLEY WINTNEY
FOUNDATION
Project Status
37661 002
BASE TYPE 2
BASE TYPE 1
BASE TYPE 2
FOUNDATION PLAN
3D VIEW SHOWING FOUNDATIONS
ClientJob Description
Civil/Structural ModelJob No. XXXXX
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