A2

PROJECT:

DRAWING  TITLE:

DATE:

ALL   DRAWINGS   SUBJECT   TO   RELEVANTPLANNING    AND    BUILDING    CONTROL  APPROVAL

KFL-­‐DRAWING  SCALE:

M Y H O M E M Y P L A N S . c o . u k

DRAWING  REF:

DRAWING  NO

STAGE: REVISION:

DRAFTFOR CLIENT IS

SUE ONLY

Clay plain tile

Face Brick

Hanging tile

Hanging tile

Clay plain tile

Face Brick

Face Brick

Clay plain tile

B

UTILITY

KITCHENDINING

LIVING ROOM

WC

CLOAK

BEDROOM 1

BEDROOM 2 BEDROOM 3

BATHROOM

STORE

STORE

HWC

ENSUITE

BEDROOM 4

LOFT

BATHROOM

STORE

0 1 2 5 10

Rear Elevation Side Elevation

Front Elevation Side Elevation

Ground Floor 1:100

First Floor 1:100

Roof plan 1:200Loft plan 1:200 1BC

EXISTING

28.05.2012

Building Control N/A

EXISTING  PLANS

1:100, 1:200 @ A2

A2

PROJECT:

DRAWING  TITLE:

DATE:

ALL   DRAWINGS   SUBJECT   TO   RELEVANTPLANNING    AND    BUILDING    CONTROL  APPROVAL

KFL-­‐DRAWING  SCALE:

M Y H O M E M Y P L A N S . c o . u k

DRAWING  REF:

DRAWING  NO

STAGE: REVISION:

DRAFTFOR CLIENT IS

SUE ONLY

BEDROOM 1

BEDROOM 2

BEDROOM 3

BATHROOM

STORE HWC

ENSUITE

BEDROOM 4

BEDROOM 5

WALK IN

ENSUITESTORE

LOFT

BATHROOM

STORE

0 1 2 5 10

B

UTILITY

KITCHEN

DINING

LIVING/ RECEPTION ROOM WC

CLOAK

FAMILY AREA LAYOUT TBC with Client

WALK WAY

1200mm

0.00 FFL to match

+2610 FFL to match

0.00 FFL to match

+2610 FFL to match

0.00 FFL to match

+2610 FFL to match

Clay plain tile to match

Brick to match

Hanging tile to match

Clay plain tile to match

Area of extension

0.00 FFL to match

+2610 FFL to match

0.00 FFL to match

+2610 FFL to match

0.00 FFL to match

+2610 FFL to match

Clay plain tile to match

Brick to match

Hanging tile to match

Brick to match

Clay plain tile to match

Clay plain tile to match

Area of extension

Rear Elevation Side Elevation

Front Elevation Side Elevation

Ground Floor 1:100

First Floor 1:100

Loft plan 1:200 Roof plan 1:200 2BC

1:100, 1:200 @ A2

PROPOSED

28.05.2012

Building Control

PROPOSED  PLANSA : 14.01.2013

REV A : 14.01.2013 - Addition of Front Garage Extension By 1200mm

A2

PROJECT:

DRAWING  TITLE:

DATE:

ALL   DRAWINGS   SUBJECT   TO   RELEVANTPLANNING    AND    BUILDING    CONTROL  APPROVAL

KFL-­‐DRAWING  SCALE:

M Y H O M E M Y P L A N S . c o . u k

DRAWING  REF:

DRAWING  NO

STAGE: REVISION:

DRAFTFOR CLIENT IS

SUE ONLY

0 1 2 5

BLOCK  PLAN  1:500Scale  Metres

0 5 10 20 50

45°

Latchets

The Well House

LittleBirches

FIRBANK LANE

Kingsbarn

5,000

900 3,200 700

4,800

3,03

71,

200

850

1,56

5

500

210

11,2

00

600

2,19

0

990

940m

m A

ppro

x

2,250

675

B

UTILITY

KITCHEN

DINING

LIVING/ RECEPTION ROOM WC

CLOAK

FAMILY AREA

GARAGE

Beam above to engineersdesign and specification

Existing wall demolished

Existing wall demolished

Fireplace positioned to C/L of roomto nearest brick dimension.

Open Fireplace - output under 50kw Ensure the fireplace & flue is installed by anaccredited specialist in compliance with Part J.Supply a suitable flue, hearth and CO / CarbonMonoxide alarm and provide ventilation to ensurethe necessary combustion air and to prevent thedepletion of oxygen in the room. Air bricks will berequired, exact size TBC with building inspector.

LAYOUT TBC with Client

Existing soil pipe removed and made redundant

Remove existing doors andinfill to match existing

RWP

Existing RWP removed and relocated

NEW RWP

Cooker extraction vented through wall inaccordance with diagram 34 approveddocument J.

No change to existingboiler and flue

Existing wall demolished

INTERNAL STUD PARTITIONS 100mm x 50mm timber studs at 400mmcts. Provide 100mm Rockwool or Isowoolmineral fibre sound insulation in all voidsthe full depth of the stud. Walls facedthroughout with 12.5mm plaster board withskim plaster finish. See notes for fulldetails.

D-G1

D-G2

D-G3

D-G4

D-G5D-G6

FD30 Self closing fire door.See notes for details.

Window removed and remainingarea infilled to match existing.Assume existing lintel to beretained. TBC on site.

STUD WALL BETWEEN HOUSE AND GARAGE = 0.28W/m²K Construct stud wall using 100mm x 50mm head and soleplates and vertical studs (with noggins) at 400mm ctrs or to s/engineer's details and calculations. Provide 60mm CelotexFR4000 between studs and 37.5mm Celotex PL4000insulated plasterboard over with VCL fixed to internal face ofinsulation and finished with 3mm skim coat of finishing plaster.Fix 12.5mm Gyproc FireLine plasterboard to the outer face ofthe stud wall. All junctions to have water tight construction,seal all perimeter joints with tape internally and with siliconsealant externally.

New RWP directed to soak away,min 5m from building. Contractor toestablish if existing soakaway issuitable for additional capacity, orreplace if necessary.

Existing heat detector to bechecked and replaced if necessary.

New soil pipe directed toexisting drainage run. TBC onsite. All drainage to be agreedon site in accordance withbuilding officersrecommendations.

NEW SVP

NEW RWP

NEW RWP

Existing RWP tobe removed andmade redundant

New RWP directed to soak away,min 5m from building. Contractor toestablish if existing soak away issuitable for additional capacity, orreplace if necessary.

A A

Constructional hearthno less than 125 thick

Open fireplace with outputrating under 50KW

Carbon monoxide detector.

Catnic CG90/100

Cat

nic

CG

90/1

00

W-G1

BB

GARAGE CEILING to achieve 0.25 w/m2k.150mm celotex insulation between joists, with 25mmcelotex to the underside of the joists. finish with 1layer 12.5mm fireline plasterboard, with skim coat. Tobe 30mins fire rated.

PARTIAL FILL CAVITY WALLTo achieve minimum U Value of 0.28W/m²KProvide 103mm facing brick to match existingconstruction. 50mm clear residual cavity,50mm Kingspan Thermawall TW50 insulationfixed to 100mm standard block K value 0.15(Celcon standard, Thermalite shield, Toplitestandard.) Internal finish 13mm lightweightplaster or plasterboard on dabs. Walls to bebuilt with 1:1:6 cement mortar.

PARTIAL FILL CAVITY WALLTo achieve minimum U Value of 0.28W/m²KProvide 103mm facing brick to matchexisting construction. 50mm clear residualcavity, 50mm Kingspan Thermawall TW50insulation fixed to 100mm standard block Kvalue 0.15 (Celcon standard, Thermaliteshield, Toplite standard.) Internal finish13mm lightweight plaster or plasterboardon dabs.

TBC ON SITE

TBC

ON

SIT

E

Threshold draindirected to soakaway

Beam above to support first floor toengineers design and specification.

Relocated here

Existing SVP

HeatingUnderfloor heating to rear

FD20

Contractor TC withBuilding Control ifFD20 is required.

WALK WAY

Beam to be concealed within ceiling

Masonry Movement jointCeejay Construction Joint former orsimilar approved. 10m for brickwork6m for blockwork. Recommendedbehind soil pipe section.

3BC

1:50 @ A2

Ground Floor Plan

28.05.2012

Building Control

GROUND  FLOOR  PLANA : 14.01.2013

REV A : 14.01.2013 - Addition of Front Garage Extension By 1200mm

Revsion A

A2

PROJECT:

DRAWING  TITLE:

DATE:

ALL   DRAWINGS   SUBJECT   TO   RELEVANTPLANNING    AND    BUILDING    CONTROL  APPROVAL

KFL-­‐DRAWING  SCALE:

M Y H O M E M Y P L A N S . c o . u k

DRAWING  REF:

DRAWING  NO

STAGE: REVISION:

DRAFTFOR CLIENT IS

SUE ONLY

A A

TIMBER SPECIFICATION

Rafters 47 x 150 C15 @400crsCeiling joists 200 x 50 C16 @400 crsRidge board 47 x 195 C16Layboard 47 x 195 C16Dummy dormer rafters 100 x 50 C16 @ 400 crs

Front timber gable built up over main roof

BB

1,20

0

500

850

875

1,20

0

2,15

01,

800

Eq 1,800 Eq

Eq 1,800 Eq

BEDROOM 1

BEDROOM 2

BEDROOM 3

BATHROOM

STORE HWC

ENSUITE

BEDROOM 4

BEDROOM 5

WALK INENSUITESTORE

Tim

ber f

ram

e/H

angi

ng ti

le s

ectio

n

Timber frame/ Hanging tile section

Existing soil pipe position at firstfloor to be relocated.

Soil pipe to loftbathroom, to beremoved and relocated

New soilpipe to loft

Bathroom mechanicalextraction 15L/S, connected tolight switch with 15min overrun.See notes for details.

Existing ensuite removed.

Suitable catnic lintelabove new opening. buildup TBC on site.

Walls removed

Wall removed

Incr

ease

bat

hroo

m b

y

Door flipped

Existing opening blocked up

Joist spanUse 195 x 75 C16 @400centres, max span 4.72m

Suitable catnic lintelabove new opening. buildup TBC on site.

D-F1

D-F2

D-F3

D-F4

D-F5

D-F6D-F7

Window Opaque

Window Opaque

A A

Min flue 200mm dia

BB

Ensure existing smokedetector min 7m fromall habitable rooms.

See engineers spec for lintel

W-F1

Catnic CG90/100

W-F2

Catnic CG90/100W-F3

Adequate escape window All window dimensions measured internally.Dimensions to be confirmed on site prior to ordering.

See detail.

TIMBER FRAME WALLTo achieve minimum U Value of 0.28W/m²KTiles hung vertically on 25 x 38mm preservative-treatedbattens (provide 50mm deep counter battens to ensure ventedand drained cavity) fixed to breathable membrane (having avapour resistance of not more than 0.6 MNs/g) on 12mm thickWPD external quality plywood sheathing (or other approved).Ply fixed to treated timber frame studs constructed using:150mm x 50mm head & sole plates and vertical studs (withnoggins) at 400mm ctrs or to s/engineer's details &calculations. Insulation between studs to be 95mm KingspanTw55 with VCL and 12.5mm Knauf wall board over studs.Finished with 3mm skim coat of finishing plaster. All junctionsto have water tight construction, seal all perimeter joints withtape internally and with silicon sealant externally. (Anadditional 15mm pur insulation to be provided over studs toprevent thermal bridging if required)

New Opaque Window.W-F4 (Larger opening)

Catnic CG lintol above

Edge of existing window

Existing SVP

Drainage route below garage ceiling level.

Joist trimmer design for drainageto engineers specification.

NEW SVP

R1

R2

R3 LOFT

BATHROOM

STORE

relocated soil pipevented through roof, andnew drainage route torelocated pipe position

A A

BB

Valley gutter laid to fall.Min 1:80 slope

Dire

ctio

n of

fall

0 1 2 5

4BC

1:50, 1:100 @ A2

First Floor Plan, Roof Plan

28.05.2012

Building Control

ROOF PLAN 1:100

RAFTER PLAN 1:100FIRST FLOOR PLAN 1:50

FIRST  FLOOR  &  ROOF  PLANSA : 14.01.2013

REV A : 14.01.2013 - Addition of Front Garage Extension By 1200mm

A2

PROJECT:

DRAWING  TITLE:

DATE:

ALL   DRAWINGS   SUBJECT   TO   RELEVANTPLANNING    AND    BUILDING    CONTROL  APPROVAL

KFL-­‐DRAWING  SCALE:

M Y H O M E M Y P L A N S . c o . u k

DRAWING  REF:

DRAWING  NO

STAGE: REVISION:

DRAFTFOR CLIENT IS

SUE ONLY

35°

BEDROOM 5 BEDROOM 2

FAMILY ROOM

0 1 2 5

SECTION  A-­‐  A5

BC

1:50 @ A2

Section A

28.05.2012

Building Control

GL

FFL TO MATCH EXISTING

MIN

100

0MM

750M

M

600MM

150M

M

TRENCH FOUNDATION - TBC ON SITE750mm x 600mm trench fill foundations, concrete mix toconform to BS EN 206-1 and BS 8500-2. All foundations tobe a minimum of 1000mm below ground level, exact depthto agreed on site with Building Control Officer to suit siteconditions. All constructed in accordance with 2004 BuildingRegulations A1/2 and BS 8004:1986 Code of Practice forFoundations. Ensure foundations are constructed belowinvert level of any adjacent drains. Base of foundationssupporting internal walls to be min 600mm below groundlevel. Sulphate resistant cement to be used if required.Please note that should any adverse soil conditions ordifference in soil type be found or any major tree roots inexcavations, the Building Control Officer is to be contactedand the advice of a structural engineer should be sought.

SUSPENDED BLOCK AND BEAM FLOORRemove top soil & vegetation, apply weed killer –The underside of beams not less than 150mm above the top of the ground. PCCbeams to be supplied and fixed to beam manufacturer's plan, layout and details(details and calculations to be sent to Building Control and approved before workscommence). Minimum bearing 100mm onto DPC course and load bearing walls.Provide concrete blocks to BS6073 pt.1, wet and grout all joints with 1:4 cement/sandmix. Provide double beams below non-load bearing partitions. Lay 1200g DPM/radonbarrier, with 300mm laps double welted and taped at joints and service entry pointsusing radon gas proof tape, over beam & block floor. Lay floor insulation over DPM,75mm Kingspan Kooltherm K3 applied as a rigid material.Lay 500g separating layer over insulation and provide 75mm sand/cement screedover and prepare for floor finishes as required. The top surface of the ground coverunder the building shall be above the finished level of the adjoining ground.Ventilation - Provide cross-ventilation of the under floor to outside air by ventilators inat least 2 opposite external walls of the building. Ventilation openings having anopening area of 1500mm² per metre run of perimeter wall or 500mm² per squaremetre of floor area, whichever is the greater. Sleeper walls shall be of honeycombedconstruction or have provision for distribution of ventilation.

VENTILATED VOID

WALL TIESAll walls constructed with stainless steel vertical twist typeretaining wall ties built in at 750mm ctrs horizontally,450mm vertically and 225mm cts at reveals and corners instaggered rows. Wall ties to be suitable for cavity width andin accordance with BS 1243.

PARTIAL FILL CAVITY WALLTo achieve minimum U Value of 0.28W/m²KProvide 103mm facing brick to match existing construction.50mm clear residual cavity, 50mm Kingspan ThermawallTW50 insulation fixed to 100mm standard block K value0.15 (Celcon standard, Thermalite shield, Toplite standard.)Internal finish 13mm lightweight plaster or plasterboard ondabs. Walls to be built with 1:1:6 cement mortar.

DPCProvide horizontal strip polymer (hyload) damp proof courseto both leafs minimum 150mm above external ground level.New DPC to be made continuous with existing DPC’s andwith floor DPM. Vertical DPC to be installed at all revealswhere cavity is closed.

Periscope cranked ventilator by Glidevale or similarapproved. To ventilate void below slab of minimum 175mmclear. ventilator @200mm centres.

WALLS BELOW GROUNDAll new walls to have Class A blockwork below ground levelor alternatively semi engineering brickwork in 1:4 masonrycement or equal approved specification. Cavities belowground level to be filled with lean mix concrete min 225mmbelow damp proof course. Or provide lean mix backfill atbase of cavity wall (150mm below damp course) laid to fallto weepholes.

MA

X 2

600M

M

PITCHED ROOF INSULATION AT CEILING LEVELPitch 22-45° (imposed load max 0.75 kN/m² - dead loadmax 0.75 kN/m²)To achieve U value of 0.16 W/m²KTimber roof structures to be fixed in accordance with BSCodes of Practice no CP3 and CP112. Roofing tiles tomatch existing on 25 x 38mm tanalised sw treated battenson sarking felt to BS747 supported on 47 x 150mm gradeC24 rafters at max 400mm centres max span 3.47m.Rafters supported on 100 x 50mm sw wall plates. Insulationat ceiling level to be 200mm celotex between joists.Construct ceiling using sw joists at 400mm centres, finishedinternally with 12.5mm plasterboard and min 3mm thistlemulti-finish plaster. Provide polythene vapour barrierbetween insulation and plasterboard. Provide opening ateaves level at least equal to continuous strip 25mm wide intwo opposite sides to promote cross-ventilation. Monopitched roofs to have ridge/high level ventilation equivalentto a 5mm gap via proprietary tile vents spaced inaccordance with manufacturer’s details.Restraint strapping - 100mm x 50mm wall plate strappeddown to walls. Ceiling joists and rafters to be strapped towalls and gable walls, straps built into cavity, across at least3 timbers with noggins. All straps to be 1000 x 30 x 5mmgalvanized straps or other approved to BSEN 845-1 at 2mcentres, in accordance with CP111 Part 2. VALLEY GUTTER AREA -VENTILATED FLAT ROOF

(imposed load max 1.0 kN/m² - dead load max 0.75 kN/m²)To achieve U value of 0.18 W/m²KFlat roof to be single ply membrane roofing with aa firerating as specialist specification, with a current BBA orWIMLAS Certificate on 22mm exterior grade plywood, laidon firings to give a 1:40 fall on 47 x 195mm grade C24joists at 400 ctrs max span 4.51m Insulation to be 200mmCelotex between joists and 1 layer 12.5mm plasterboardover VCL under joists. Finish with a plaster skim.Provide cavity tray where pitched roof meets existing wall.Provide restraint to flat roof by fixing using of 30 x 5 x1000mm ms galvanised lateral restraint straps at maximum2000mm centres fixed to 100 x 50mm wall plates andanchored to wall. Workmanship to comply to BS 8000:4.

75MM MIN

125MM MIN

See Engineers spec for connection detail

EXISTING STRUCTURE

200 x 75 C16 JOISTS @ 400 ctrs

150 x 50 C16 RAFTERS @ 400 CTRS

Furrings to provide 1/80slope. Ensure min 50mmbelow for adequateventilation.

EXISTING STRUCTUREPROPOSED STRUCTURE

Concealed beam to engineers spec.

SUSPENDED BEAM & BLOCK FLOOR

PARTIAL FILL CAVITY WALL

COLD PITCHED ROOF CONSTRUCTION

A : 14.01.2013

REV A : 14.01.2013 - Addition of Front Garage Extension By 1200mm

Span Direction to Be confirmed with Engineer and manufacturer.

Span Direction to Be confirmed with Engineer and manufacturer.

A2

PROJECT:

DRAWING  TITLE:

DATE:

ALL   DRAWINGS   SUBJECT   TO   RELEVANTPLANNING    AND    BUILDING    CONTROL  APPROVAL

KFL-­‐DRAWING  SCALE:

M Y H O M E M Y P L A N S . c o . u k

DRAWING  REF:

DRAWING  NO

STAGE: REVISION:

DRAFTFOR CLIENT IS

SUE ONLY

35°

ENSUITE

ENSUITEBEDROOM 5

FAMILY ROOMGARAGE

35°

0 1 2 5

6BC

1:50 @ A2

SECTION B

28.05.2012

Building Control N/A

SECTION  B-­‐  B

INTERMEDIATE FLOORS195 x 75 C16 @ 400mm centres. Intermediate floor to be25mm t&g flooring grade chipboard or floorboards laid onjoists at 400mm cts. Lay 100mm Rockwool mineral fibrequilt insulation min 10kg/m³ or equivalent between floorjoists. Ceiling to be 12.5 fireline plasterboard with skimplaster set and finish. Joist spans over 2.5m to be struttedat mid span using 38 x 38 herringbone strutting or 38mmsolid strutting (at least 2/3 of joist depth). In areas such askitchens, utility rooms and bathrooms, flooring to bemoisture resistant grade in accordance with BS7331:1990.Identification marking must be laid upper most to allow easyidentification. Provide lateral restraint where joists runparallel to walls, floors are to be strapped to walls with1000mm x 30mm x 5mm galvanised mild steel straps orother approved in compliance with BS EN 845-1 at max2.0m centres, straps to be taken across minimum 3 no.joists. Straps to be built into walls. Provide 38mm wide x ¾depth solid noggins between joists at strap positions.

GARAGE CEILING To achieve U-value of 0.18W/m²K Joists depth to be a minimum of 200mm. Insulation to be min 150mm Celotex GA4000 between joistsand 25mm Celotex with a vapour barrier under joists, 1layer 12.5mm fireline plasterboard, finish with a 3mm skimplaster finish.

JOISTS 200 x 75 C16 @ 400 CTRS

UPGRADE OF SOLID EXTERNAL WALLTo achieve min U-value 0.30W/m²KExisting garage wall to be exposed and checked for itssuitability. Insulate existing wall on the inside using 50mmCelotex GA4000 insulation board fixed to 25 x 50mmbattens at 600mm centres to provide a nominal 25mmcavity between the masonry and insulation.Fix a vapour control layer on the warm side of theinsulation. Finish with 12.5mm plasterboard with a plasterskim. An injected DPC may also be required to the wall ifone is not already present and working.

INTERNAL STUD PARTITIONS100mm x 50mm softwood treated timbers studs at 400mm cts with 50 x100mm head and sole plates and solid intermediate horizontal noggins at1/3 height or 450mm. Provide min 10kg/m³ density acoustic soundproofquilt tightly packed (eg. 100mm Rockwool or Isowool mineral fibre soundinsulation) in all voids the full depth of the stud. Partitions built off doubledup joists where partitions run parallel or provide noggins where at rightangles, or built off DPC on thickened concrete slab if solid ground floor.Walls faced throughout with 12.5mm plaster board with skim plasterfinish. Taped and jointed complete with beads and stops.

TIMBER FRAME WALLTo achieve minimum U Value of 0.28W/m²KTiles hung vertically on 25 x 38mm preservative-treatedbattens (provide counter battens to ensure vented anddrained cavity if required) fixed to breathable membrane(having a vapour resistance of not more than 0.6 MNs/g) on12mm thick WPD external quality plywood sheathing (orother approved). Ply fixed to treated timber frame studsconstructed using: 150mm x 50mm head & sole plates andvertical studs (with noggins) at 400mm ctrs or to s/engineer's details & calculations. Insulation between studsto be 95mm Kingspan Tw55 with VCL and 12.5mm Knaufwall board over studs. Finished with 3mm skim coat offinishing plaster. All junctions to have water tightconstruction, seal all perimeter joints with tape internallyand with silicon sealant externally. (An additional 15mm purinsulation to be provided over studs to prevent thermalbridging if required)

CAVITIESProvide cavity trays over openings. All cavities to be closedat eaves and around openings using Thermabate or similarnon combustible insulated cavity closers. Provide verticalDPCs around openings and abutments. All cavity traysmust have 150mm upstands and suitable cavity weep holes(min 2) at max 900mm centres.

PITCHED ROOF INSULATION AT CEILING LEVELTo achieve U value of 0.16 W/m²KInsulation at ceiling level to be 200mm celotex betweenjoists.Construct ceiling using sw joists at 400mm centres, finishedinternally with 12.5mm plasterboard and min 3mm thistlemulti-finish plaster. Provide polythene vapour barrierbetween insulation and plasterboard. Provide opening ateaves level at least equal to continuous strip 25mm wide intwo opposite sides to promote cross-ventilation. Monopitched roofs to have ridge/high level ventilation equivalentto a 5mm gap via proprietary tile vents spaced inaccordance with manufacturer’s details.

A : 14.01.2013

REV A : 14.01.2013 - Addition of Front Garage Extension By 1200mm

New Soil Pipe

Existing Garage Foundation

30 Mins fire resistance