TaylorWimpey - planning.org.uk
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10565 9328 LOUNGE HALL GROUND FLOOR PLAN 8990 GARAGE BREAKFAST BAR DINING ROOM WC KITCHEN UTILITY RM ST BEDROOM 3 BEDROOM 4 BEDROOM 1 BEDROOM 2 FIRST FLOOR PLAN EN-SUITE BATHROOM LANDING CYL 0 1 2 5m PLANNING DRAWING 1:100 MXL-4 TK/PL1 TaylorWimpey FLOOR PLANS - MONO . Tel.: 0141 - 849 - 5500 MARCHBURN DRIVE, ABBOTSINCH, PAISLEY PA3 2SJ GLASGOW AIRPORT BUSINESS PARK UNIT C, GROUND FLOOR, CIRRUS BUILDING TAYLOR WIMPEY WEST SCOTLAND LIMITE - MAXWELL 4 TK Scottish TK Range 2016 A OCT 2016 A Stair width increased to accommodate balustrade. Lounge/Bedroom 1 walls re-positioned to suit increased stair width. Utility Store added under stairs. C
Transcript of TaylorWimpey - planning.org.uk
10565
9328
LOUNGE
HALL
GROUND FLOOR PLAN
8990
GARAGE
BREAKFAST BARDININGROOM
WC
KITCHEN
UTILITY RMST
BEDROOM 3
BEDROOM 4
BEDROOM 1
BEDROOM 2
FIRST FLOOR PLAN
EN-SUITE
BATHROOM
LANDINGCYL
0 1 2 5m
PLANNING DRAWING
1:100
MXL-4 TK/PL1
TaylorWimpey
FLOOR PLANS - MONO
.
Tel.: 0141 - 849 - 5500
MARCHBURN DRIVE, ABBOTSINCH, PAISLEY PA3 2SJ
GLASGOW AIRPORT BUSINESS PARK
UNIT C, GROUND FLOOR, CIRRUS BUILDING
TAYLOR WIMPEY WEST SCOTLAND LIMITED
-
MAXWELL 4 TK
Scottish TK Range 2016
A
OCT 2016
A Stair width increased to accommodate balustrade.
Lounge/Bedroom 1 walls re-positioned to suit increased stair width.
Utility Store added under stairs. CW
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5112mm
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5112mm
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4199mm
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4199mm
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5005mm
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5005mm
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3694mm
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3694mm
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1821mm
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1821mm
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2200mm
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2200mm
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3106mm
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3106mm
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1668mm
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1668mm
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1. This house type production drawing package and its design IS A COPYRIGHT of Taylor Wimpey PLC. 2. This house type production drawing package is to be read in conjunction with the following documentation: a) Site specific General Construction Notes. b) Site specific Development and General Contents Specification. c) Standard Specification of Materials and Workmanship. 3. All figured dimensions are to be checked either on site or in the workshop before work commences. 4. Only figured dimensions are to be worked to. DO NOT SCALE DRAWINGS. Any discrepencies to be reported to Taylor Wimpey PLC immediately.
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NOTICE TO HOUSE - PURCHASERS Property Misdescriptions Act 1991 Buyers are warned that this is a working drawing & is not intended to be treated as descriptive material describing, in relation to any particular property or development, any of the specified matters prescribed by any order made under the above Act. The contents of this drawing may be subject to change at any time & alterations & variations can occur during the progress of the works without revision of the drawing. Consequently the layout, form, content & dimensions of the finished construction may differ materially from those shown. Nor do the contents of this drawing constitute a contract, part of any contract or warranty.
REAR ELEVATION
SIDE ELEVATION
SIDE ELEVATION
FRONT ELEVATION
48
00
74
06
0 1 2 5m
PLANNING DRAWING
1:100
MXL-4 TK/PL25
TaylorWimpey
.
Tel.: 0141 - 849 - 5500
MARCHBURN DRIVE, ABBOTSINCH, PAISLEY PA3 2SJ
GLASGOW AIRPORT BUSINESS PARK
UNIT C, GROUND FLOOR, CIRRUS BUILDING
TAYLOR WIMPEY WEST SCOTLAND LIMITED
MAXWELL 4 TK
Scottish TK Range 2016
B
JUN 2019
STONE / RENDER FEATURE ELEVATIONS
A Scale bar added to drawing. Coursing amended to start on
65mm banding, as per site feedback. RS/LB
B Elevation height dimensions added. LB
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1. This house type production drawing package and its design IS A COPYRIGHT of Taylor Wimpey PLC. 2. This house type production drawing package is to be read in conjunction with the following documentation: a) Site specific General Construction Notes. b) Site specific Development and General Contents Specification. c) Standard Specification of Materials and Workmanship. 3. All figured dimensions are to be checked either on site or in the workshop before work commences. 4. Only figured dimensions are to be worked to. DO NOT SCALE DRAWINGS. Any discrepencies to be reported to Taylor Wimpey PLC immediately.
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NOTICE TO HOUSE - PURCHASERS Property Misdescriptions Act 1991 Buyers are warned that this is a working drawing & is not intended to be treated as descriptive material describing, in relation to any particular property or development, any of the specified matters prescribed by any order made under the above Act. The contents of this drawing may be subject to change at any time & alterations & variations can occur during the progress of the works without revision of the drawing. Consequently the layout, form, content & dimensions of the finished construction may differ materially from those shown. Nor do the contents of this drawing constitute a contract, part of any contract or warranty.
0 1 2 5m
A method statement is required for the lifting and securing of
roof trusses. Due to the risks associated with fitting internal
bracing to high pitched roofs a more practical solution may be
the use of a suitably designed cladding fitted externally across
the trusses and eliminating the need for internal bracing
1.0 Roof Design
Extracted from the Significant Risk Register of the Taylor Wimpey
Maxwell 4 TK Product Risk Assessment Document
2.0 Manual Handling Issues.
Items more than 21kg but less than 40kg or are bulky or difficult
to handle should be treated as a 2 person lift, items heavier than
this should be dealt with by mechanical means.
3.0 Timber Frame Construction
This house will be constructed using timber frame. The risk
assessments and method statements prepared by the
timberframe manufacturer must be followed
All works must be carried out by a competent Contractor
working to TW CDM/EMS Manual
Taylor Wimpey
Health,Safety & Environmental Information
Refer also to TW Folder 3 Section 3.05 S17 Timber Frame Fire
Risk Assessment and Key Control Measures.
It is recommended that the principal contractor consults with
and adheres to all current regulations and guidance on fire
safety for timber frame construction sites. The documents
include, but are not limited to:
· Fire Prevention on Construction Sites, FPA
· Fire Prevention on Construction Sites: The Joint Code of
Practice on the Protection from Fire of Construction Sites
and Buildings Undergoing Renovation, Construction
Federation
· Construction Site Fire Prevention Checklist, FPA,
· 16 Steps to Fires Safety on Timber Frame Construction
Sites, UKTFA.
NOTE: Contractors to discuss above risks with the Site
Manager in conjunction with the TWSHSE Manual before
commencing work.
NOTE: Housetype has been assessed and no other 'Significant
Risks' have been identified if constructed in accordance with
TW Procedures.
Ladder access to low [porch] roofs
Whenever possible the main existing scaffold
however if a scaffold has to be provided independently refer to
the detail provided in the TWUK Site HSE Procedure Manual
[section 5.1.17].
VERTICAL SECTION A-A
1:50
MXL-4 TK/06.01
TaylorWimpey
Tel.: 0141 - 849 - 5500
MARCHBURN DRIVE, ABBOTSINCH, PAISLEY PA3 2SJ
GLASGOW AIRPORT BUSINESS PARK
UNIT C, GROUND FLOOR, CIRRUS BUILDING
TAYLOR WIMPEY WEST SCOTLAND LIMITED
-
MAXWELL 4 TK
Scottish TK Range 2016
A
OCT 2016
A Additional Health & Safety information added CW
COLLAPSE
1.
COLLAPSE
4.
FALLING
2.
FALLING
5.
COLLAPSE
9.
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0 CS
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48 CS
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ALL FOUNDATIONS DETAILED ARE FOR INDICATIVE PURPOSES ONLY.- PLEASE REFER TO STRUCTURAL ENGINEERS DESIGNS FOR FURTHER DETAILS.
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SECTION A-A
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62 CS
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KITCHEN
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BATHROOM
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HALL
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LOBBY
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06
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01
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02
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03
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05
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04
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07
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08
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TIMBER STAIRCASE :- 13 No. RISERS - 199.38mm TOTAL RISE - 2592mm GOING - 225mm OVERALL STRING - 943mm PITCH 41.54 degrees
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ROOF TRUSS DESIGN BY SPECIALIST TIMBER TRUSS ROOF MANUFACTURER
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ROOF TRUSSES TO MANUFACTURERS DETAILS AND CALCULATIONS
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400mm THICK OF MINERAL WOOL K-0.044, 100mm BETWEEN RAFTERS & 300MM CROSS LAID
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0(0c)
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750(10c)
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1500(20c)
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2250(30c)
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3000(40c)
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3750(50c)
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4500(60c)
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5250(70c)
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2325
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U/S of joist
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LEVEL ACCESS THRESHOLD AS STANDARD DETAIL
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28 CS
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14 CS
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INSULATED DPC AT DOOR THRESHOLD
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EN-SUITE
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LANDING
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CODE 4 LEAD FLASHING AND CAVITY TRAY TO ROOF ABUTMENT
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Porch truss fixed at head with Cullen LAB 180 angle bracket each side of truss.Fully fixed with 3.5mmx30mm long wood screws each side of truss.Min fixing of 2no M10 rawl CFS RM50 resins to blockwork per bracket.
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Porch truss fixed by Cullen TM 50-MIDI shoe truss hanger (or equal approved) at every truss. Hanger to be fully nailed with using 3.75mmx30mm sheradised square twist nails. 100x38 timber runner fixed to blockwork with plug and screw fixings @ 200mm crs.
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Porch truss to have 150x50mm C24 timber at node to support leading edge of truss. Last truss bolted to wall.
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PROPRIATORY VENT UNDER CODE 4 LEAD FLASHING AND CAVITY TRAY TO ROOF ABUTMENT
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For porch roof fixing detail see structural Engineers drawing.
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44 CS
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CAVITY TRAY
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NOTE: CAVITY PARTIAL FILL INSULATION TO BE TAKEN 75mm BELOW UNDERSIDE OF FLOOR SLAB.
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RIDGE VENTILATION BY PROPRIETARY DRY RIDGE STYSTEM WITH AN EQUIVALENT FREE AREA OF 5mm PER METER RUN TO NHBC STANDARDS
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EAVES VENTILATION BY OVER FASCIA VENT WITH AN EQUIVALENT FREE AREA OF 10mm PER METER RUN.
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GROUND FLOOR CONSTRUCTION: 200MM THICK SUSPENDED FLOOR SLAB THICKENED TO 225mm AT PERIMETER on 1200 GAUGE D.P.M. 100MM KINGSPAN TF70 INSULATION WITH A THERMAL RESISTANCE OF 4.545 OR GREATER. ANY VARIATION FROM SPECIFICATION MUST BE TESTED THROUGH SAP. 1200 GAUGE D.P.M on 50MM SAND BLINDING on 150MM WELL COMPACTED HARDCORE
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40 CS
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NOTES: 1. THIS DRAWING MUST NOT BE SCALED THIS DRAWING MUST NOT BE SCALED 2. THIS DRAWING IS TO BE READ IN CONJUNCTION WITH THIS DRAWING IS TO BE READ IN CONJUNCTION WITH ALL OTHER PROJECT DRAWINGS 3. ALL DETAILS AND DRAWINGS MUST BE READ IN ALL DETAILS AND DRAWINGS MUST BE READ IN CONJUNCTION WITH THE "COMPANY SPECIFICATION" 4. PRECAUTIONS IN ACCORDANCE WITH BRE:262: THERMAL PRECAUTIONS IN ACCORDANCE WITH BRE:262: THERMAL INSULATION: AVOIDING RISKS, SECTION 2.3 TO BE ADOPTED AROUND ELECTRICAL FITTINGS OR OTHER SOURCES OF HEAT
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1. Timber frame manufacturer to consider frame Timber frame manufacturer to consider frame Timber frame manufacturer to consider frame frame manufacturer to consider frame frame manufacturer to consider frame manufacturer to consider frame manufacturer to consider frame to consider frame to consider frame consider frame consider frame frame frame size & ensure weight is clearly marked on each & ensure weight is clearly marked on each & ensure weight is clearly marked on each ensure weight is clearly marked on each ensure weight is clearly marked on each weight is clearly marked on each weight is clearly marked on each is clearly marked on each is clearly marked on each clearly marked on each clearly marked on each marked on each marked on each on each on each each each panel.Temporary bracing must be used in bracing must be used in bracing must be used in must be used in must be used in be used in be used in used in used in in in accordance with manufacturers instructions with manufacturers instructions with manufacturers instructions manufacturers instructions manufacturers instructions instructions instructions during installation.
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4.Timber frame manufacturer to consider frame manufacturer to consider frame manufacturer to consider manufacturer to consider manufacturer to consider to consider to consider consider consider cassette floor panel size and ensure weight is floor panel size and ensure weight is floor panel size and ensure weight is panel size and ensure weight is panel size and ensure weight is size and ensure weight is size and ensure weight is and ensure weight is and ensure weight is ensure weight is ensure weight is weight is weight is is is clearly marked on each cassette panel.
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2.Control risk of fall when temporary boarding & joists are removed from stairwell opening to install staircase by using proprietry fall protection system.
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5.Control risk of fall when working at height e.g. risk of fall when working at height e.g. risk of fall when working at height e.g. of fall when working at height e.g. of fall when working at height e.g. fall when working at height e.g. fall when working at height e.g. when working at height e.g. when working at height e.g. working at height e.g. working at height e.g. at height e.g. at height e.g. height e.g. height e.g. e.g. e.g. tiling above dormer
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9.Steel Erector to consider steel beam and Erector to consider steel beam and Erector to consider steel beam and to consider steel beam and to consider steel beam and consider steel beam and consider steel beam and steel beam and steel beam and beam and beam and and and column sizes. Ensure weight is clearly marked on sizes. Ensure weight is clearly marked on sizes. Ensure weight is clearly marked on Ensure weight is clearly marked on Ensure weight is clearly marked on weight is clearly marked on weight is clearly marked on is clearly marked on is clearly marked on clearly marked on clearly marked on marked on marked on on on beams and columns. Ensure mechanical lifting and columns. Ensure mechanical lifting and columns. Ensure mechanical lifting columns. Ensure mechanical lifting columns. Ensure mechanical lifting Ensure mechanical lifting Ensure mechanical lifting mechanical lifting mechanical lifting lifting lifting and fixing processes are used in accordance with fixing processes are used in accordance with fixing processes are used in accordance with processes are used in accordance with processes are used in accordance with are used in accordance with are used in accordance with used in accordance with used in accordance with in accordance with in accordance with accordance with accordance with with with manufacturers instructions during installation.
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