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Page 1


Indicatesdemolition

ExistingSideElevation

Scale1:100

ExistingFrontElevation Scale1:100

ExistingRearElevation Scale1:100

GroundFloor
FirstFloor
SecondFloor
GroundFloor
FirstFloor
SecondFloor
GroundFloor
FirstFloor
SecondFloor

ProposedRearElevation

Scale:1:100

ProposedFrontElevation

Scale1:100

ProposedSideElevation Scale1:100

ProposedSideElevation

Scale1:100

Indicatesdemolition

ExistingSectionA-A Scale1:100
ExistingSectionB-B Scale1:100

EXISTINGGROUND

FLOORPLAN

scale1:100

EXISTING ROOFPLAN

scale1:100

EXISTINGFRONT ELEVATION

scale1:100

EXISTINGLEFT-SIDE (SOUTH)ELEVATION

scale1:100

EXISTINGREAR ELEVATION

scale1:100

EXISTINGRIGHT-SIDE (NORTH)ELEVATION

scale1:100

PROPOSEDGROUND

FLOORPLAN

scale1:100

PROPOSEDFIRST FLOORPLAN

scale1:50

3xVeluxrooflight 780x1180GGLM06

Hiptogable

Rooftilesto matchexisting

PROPOSEDFRONT ELEVATION

scale1:100

PROPOSEDLEFT-SIDE (SOUTH)ELEVATION

scale1:100

PROPOSEDREAR ELEVATION

scale1:100

PROPOSEDRIGHT-SIDE (NORTH)ELEVATION

scale1:100

Newdormer

PROPOSED ROOFPLAN

scale1:100

3xVeluxrooflight 780x1180GGLM06

PROPOSED SECTIONAA

PROPOSED SECTIONBB

scale1:100

Triplejoistsunder dormercheek

HDHeatdetector

SDSmokedetector

TrimmerD-3No.200x50SW -Refertoengineersnotes

Lintelover-2No.200x50sw

SeeDetailfor SoundInsulation

175x50sw floorjoists @300c/c

TrimmerD-2No.150x50SW -Refertoengineersnotes

Ridge1-2No.150x50sw 100x100 swpost

BeamF-152UC23-Referto engineersnotes

3xVeluxrooflight 780x1180GGLM06 -Doubleuprafters

175x50sw ceilingjoists @400c/c

Padstones: 300x100x150dpmassconcretepadstone

Lintelover-2No.200x50sw

TrimmerE3No.200x50SW-Refer toengineersnotes

DormersWall:

SeeDetailforConstruction -toachieveMin.UValueof 0.28W/m2K

notes

175x50sw floorjoists @300c/c

Detail2-Referto engineersnotes

See

Ridge2-152UC37 -Refertoengineersnotes

MechanicalExtraction toexternalwall 15l/sonoverruntimer

175x50swfloor joists@300c/c

BeamF-152UC23 -Referto engineersnotes

175x50swfloorjoists@200c/c

Detail1-Referto engineersnotes

PROPOSEDGROUND

BeamH-152UC23Refertoengineersnotes

3No.200x50SW -Referto engineers notes

TrimmerA-FlitchBeam 2No.150x50+150x12 -Seeengineersnotes

TrimmerJ-3No.200x50SWRefertoengineersnotes

Stud/purlinwall100x50studs @400c/c

PROPOSEDFIRST FLOORPLAN

scale1:50

Ridge2-152UC37 -Refertoengineersnotes

Ventilationtilestobeinstalled above&belowVeluxwindows toallowcrossventilation

50mmCelotexBetween&70mmCelotex BelowExistingRafterswith25mmBatten &12.5mmPlasterboardtoAchieveMin.U Valueof0.18W/m2K

TrimmerA-FlitchBeam 2No.150x50+150x12 -Seeengineersnotes

Stud/purlinwall-100x50studs @400c/cwithM10bolt connectiontoeachrafter

SoundInsulation/thermaInsulationto continueintoeavesstoragearea

BeamH-152UC23-Refer toengineersnotes

Newstaircase-Min.2.0head clearancewithamin.42ذ -seenewstaircasenotes

50mmClearVoidRequiredabove InsulationforCrossVentilation

Ridgeventtilestoallowcrossventilation equivalentto25mmContinuousStrip Rubbermembrane finishorGRP

LateralRestraintstraps betweenroofandwalls

22mmT&GMoisture ResistantChipboard

NewFloorJoists 175X50SW@300mmc/c

SoundInsulation -SeeDetail

DuetoBinderRemovalstrapexisting ceilingjoiststonewfloorjoists

Undersideofstairstoachieve30min. Fireresistance(x2Layersof plasterboard&SkimCoat)

PROPOSEDSECTIONAA

scale1:50

175x50swceilingjoists@400c/cwith firringLaidtoFall(1:60)torear

25mmVentilationGap &InsectMesh 120mmCelotexBetween &50mmCelotexBelow FlatRoofJoists-all toachieve0.16W/m2K

TimberLinteloverWindow -Min.2off200x50SW

DormersWall: SeenotesforConstruction -toachieveMin.UValueof 0.27W/m2K 90mmKnaufEarthwool FrameThermSlab32 BetweenStuds

TrimmerE-3No.200x50SW -Refertoengineersnotes

300mmWIDEVERTICALDPC SHEETTOCOVEREXPOSED EXTERNALINSULATION CORNERS.

115mmFullfill insulationwith10mm cavitybetween insulationandblockwk

2.WALLS NOTE; EXTERNALFINISHESTOEXTENSIONAND NEWWINDOWTOBEAPPROVEDBY HAMPSTEADGARDENSVBVBTRUST.

STRUCTURALENGINEER(REFERTODWGS.18918/01AND02) 600mmwd,deeptrenchmassconcretefoundation.1500mmdeep, subjecttoB.C.Oinspectionandtosuitsiteconditions. Caviteswalls2no.coursesbelowgroundleveltobeformfromconcrete blockwork.Cavityfillto225mmbelowdpclevel. 1.FOUNDATIONS

325mmBLOCK,CAVITY&BLOCKWITHRENDERFINISH FULLFILLCAVITYWALLINSULATION-EXTENSION

TotalUvalue0.15W/m²K.

325mmo/aCavitywallwithfullfillinsulation.

Constructiontobelaidatthecentreofconcretefoundationandcomprising; 13mmGryproclightweightplasterinternalfinish:11mmGyprocThistle Hardwallbackgroundplasterwith2mmThistleMulti-Finishplasteror 12.5mmplasterboardondabswithskimcoat.DecoratetoClients specification.

100mmblockworkinnerleaf,strength:7.3N/mm² 125mmcavitywith 115mmCelotexTherrmaClass21fullfillwallinsulationboardheldbackto innerskinofblockwork.

FAN ASSISTED FLUE

STAIFIXWALLSTARTERSYSTEMBYANCON (0REQUALAPPROVED)ASPER STRUCTURALENG.SPECIFICATIONS

WHITEPAINTEDRENDEREDBLOCKWORK (U-VALUEOFWALLS=0.15W/m2K)TOMATCH EXISTINGRENDERANDAPPROVEDBY HAMPSTEADGARDENSUBURBANTRUST

300mmMINVERTICALDPCTO EXTERNALCORNERSOF INSULATIONTOAVOIDGAPS

GAS WALL BOILER

NEWKITCHENLAYOUTAS PERKITCHENSUPPLIERS

extgsteelbeam(boxframe)retained

existingChimney&wallover

UNDERFLOORKITCHEN EXTRACTDUCTROUTE

EXISTINGSTRUCTUREPOSTSTO REMAIN.REFERTOSTRUCTURAL ENGINEERDETAILS

CAVITIESOFNEWEXTENSIONTO BECONTINUOUSWITHEXISTING WALLCAVITIES

NEW600mmwdx1500MMdp(min.)MASS CONCRETEFOOTINGASPERSTRUCTURAL ENGINEERSSPECS(REFERTOSTRUCTURAL ENG.DWG18918/01FORDETAILS)

TRENCHFOOTINGSTOPPEDTOALLOWSPACE FORKITCHENEXTRACTORDUCT (REFERTOSTRUCTURALENG.DWG1891/01: SECTIONC-CFORDETAILS)

PROPOSED4PANEL,CRITTALLSTYLE

STEELDOUBLE-GLAZEDWINDOW WITHTIMBER-SUBFRAME,SUBJECT TOHAMPSTEADGARDENSUBURBAN TRUSTAPPROVAL(U-VALUE1.40 W/m2K)

REFERTODWGBR-501&502

THERMALAND30MINFR CAVITYCLOSERSPROVIDED ATWINDOWSIDES,MINERAL WOOLCAVITYSOCKSUSED FORWALLHEADCAVITIES

300mmMINVERTICALDPCTO EXTERNALCORNERSOF INSULATIONTOAVOIDGAPS

NEWTRADITIONALCASTIRON DOWNPIPETODRAINWATER FROMNEWFLATROOFAND CONNECTEDTOEXISTINGSW DRAINSORSOAKAWAY

EXISTINGWOODEN DECKTOREMAIN

(10mmMINCAVITYSPACEBETWEENFACEOFINSULATION& BLOCK)

Note;300mmcornerstripverticalDPCTOEXPOSEDEXTERNAL CORNERSTOINSULATION,BONDEDTOBOARDS 100mmblockworkOuterleaf,strength:7.3N/mm² 20mm3nocoatsand:cementrendertomatchexistingandsubjectto HampsteadGardenSuburbanTrustapproval.

StainlesssteelwalltiestoBS1243egAnconStaifixRTtype2orsimilar approved,spacedat600mmc/chorizontallyand450mmc/cverticallyina squarepattern[notstaggered]withinsulationretainers.Atallopeningsin walls&atmovementjoints,tiestobeat225mmverticalc/c.

Allowfor2alternativecourseofweepholesatmax900mmctsfor drainagefromcavitytraytocavitywallstonewextension.

AllowforRytons(orsimilarapproved)weepholeductsbuilt-inevery4th perpendatdpclevelandatwindowanddoorheads.Periscopicventsfor underfloorventilationat1.8maxc/c.Cavitytobebeclearofdebris.Stop cavityfillmin225mmbelowbaseDPC.

BrickandblockworkmortaraboveDPCleveltobe1:5cement/sand, colourtomatchedbyexisting.DPCataminimumof150mmaboveFFL, lappedontoexistingDPCbyminimum100mm.Brickworktobeincluded underDPClevelandinaccordancewithstructuralengineers specifications.

STEELBEAMS

203x203x46UKC+10mmtopplateweldedtotopflange.Continuous blockingtimberboltedthroughwebofbeam.(REFERTO STRUCTURALENGINEERSDWG.18918FORDETAILS)

NOTE-Responsibilityisnotacceptedfor errorsmadebyothersinscalingfromthis drawing.Allconstructioninformationshould betakenfromfigureddimensionsonly

Existingdownpipe flowsdownonto newroof

Brickonedgetomatchexisting brickquions,overcreasedtiling subjecttoagreementwithHGS trust

Newwarmflatroofsystem(Referto dwg.7788BR-402forbuild-upofroof)

Newbrickworktomatchexistingbrickquions

DashedoutlinedepictingcavitytrayoverCG 90/100Catniclintel(asspecifiedbySE) withmin.150mmendbearings,innewwall extension,withweepholesat450mmc/c

Bellcastrenderstopbeadtopreventwater accumulationinoutdoorrender

WINDOWSANDDOORS

ALLEXISTINGWINDOWS&DOORSTOBEREMOVED,OPENINGSMADEGOOD.

Proposednewkitchen3noSTEELcasementwindows,includingopeningtoplightsmusthave traditionalbutthinges,orstandardprojectinghingesforsomesteelcasements,paintedwindowto matchexisting.

Framestobefittedintraditionalhardwoodsubframe,paintedwindowtomatchexisting

12mmFactorysealeddoubleglazedpanestohaveArgongasfilledsealedcavityalltospecialist manufacturersspecificationandtoclientsapproval.

GLAZINGBARWITH12mmDOUBLEGLAZEDUNITTOHAVESILICONE'PUTTY'GLAZED

NOTE;ALLNEWWINDOWSTOBECONFIRMEDANDAPPROVEDBYCLIENTPRIORTO ORDERING

Toughened/laminatedglasstoBS6206tobeusedwherewindowglazingislessthan800mmabove internal/externalfloorlevelgenerally.

WindowstoprovideaverageUvalueof1.40w/m²Korbetter. KitchenwindowshouldnotbefittedwithVISIBLETRICKLEVENTS.

Standardnote;Windowskitchenareatohaveeithertrickleventilatorsorasimilaropeningposition toprovidebackgroundventilationtoachieve8000sqmmforhabitableroomsand2500sqmmfor non-habitablerooms.

Allhabitableroomstohaveopeninglightstogiveclearopeningof5%floorarea. AllGlazingtowindowsanddoorstobeincompliancewithBuildingRegulationsApprovedDocument PartK.

NEWCRITTALL-STYLESTEELWINDOWSSUBJECTTOAPPROVALFROMHAMPSTEAD GARDENSUBURBANTRUST.

DRAINAGE&PLUMBING

AllplumbingtocomplywithrelevantBritishStandardformaterialproductschosen.S&Vpipestobe 110mmdiameterUPVC,S&VP>SoilandVentpipetoterminate900mmaboveflatrooflevel. HeadofVPtobefittedwithweatherproofterminalonflatroof.Roofcoveringtobedressedaround terminalinaccordancewithmanufacturersinstructions.Soilpipetoventtofreeairattheheadof thedrainrun.Soil&Ventpipegenerally110mmdiawithroddingeyeatfloorlevel.Allwaste pipeworktobeinPVCUgenerallycomprising:Wastepipessizes.

75mmdeepsealtrapstoallappliances. 32mmdiabasinwastetomax1700mmlength. 40mmdiabasin/sinkwastefor1700upto3000mm. 40mmdiashowerandsinktomax3000mm. 50mmdiashowerandsinkfor3000mmupto4000mmlength. 102mmdiaWC'sP,S,or,Qtrapwithmin50mmwaterseal. AlldrainagetobeventedinaccordancewithBS5572.Antisyphontrapstobeusedwhere recommendedunventilatedbranchpipeslengthsareexceeded.Wastestohaveroddingaccessto alljunctionsandbends.Overflowstobe15mmdiatoagreedlocations. Existingexternalgullyremovedandreplacedwithdoubletrapsealinternalgullywithwastepipe sealtogully.wastepipesfittedwithanti-syphontraps

BRANCHESATTHEBASEOFSTACKS

Forsingledwellingsuptothreestoreyshigh,thedistancebetweenthecentrelineofthelowest branchconnectionand theinvertoftheSoilPipedrainshouldbeatleast450mm.(min) Formulti-storeysystemsuptofivestoreyshigh,theminimumdistanceshouldbe740mm Forsystemshigherthanfivefloorsnoconnectionsarepermissibleatgroundfloorlevel.Where thisoccursaseparate stubstackshouldbeprovidedtoservethegroundfloororindividualappliancesshouldhavetheir ownseparateconnectiontothebuildingdrain.

NOTE-Responsibilityisnotacceptedfor errorsmadebyothersinscalingfromthis drawing.Allconstructioninformationshould betakenfromfigureddimensionsonly 0 1m Scale1:50 2m 0.5

NOTE; Newbrickworktomatchbrickquions ingeneral.

AlltoHempsteadGardenSuburbTrustapproval

Newtraditioncastirondownpipeand socketswithblackcastironheritage hopper,alltomatchexisting,todrain waterfromnewflatroofandsubject toHGStrustapproval

Periscopicairventsatmax.2200mm centres,toventilateunder-floorvoidand tomatchwhitecolourofextgrender. Ventstoppedwithcavitytrays.

ConcretelintelasperSEdesign

220mmx90mmexternalwallcowled ventconnectedtounderfloorkitchen extractorductasspecifiedbykitchen supplier.Colortomatchwallrender.

DPCmin.150mmabove finishedgroundlevel

Massconcretetrenchfootingas perstructuralengineersspecs.

NewdoubleglazedCrittallstyle,4panel, steelwindowwithtimbersub-frameto matchexisting.

AlltoHampsteadGardenSuburbTrust approval.Reftodwg7788BR-501502

PROPOSEDWEST(REAR)ELEVATON

Scale1:50

BENDSATTHEBASEOFSTACKS

Bendsatthebaseofverticalstacksshouldbeoflongradiusandhaveaminimumcentreline radiusof200mmona110mmnominalsizestack.

ROOFDRAINAGE

RainwatergoodstobeBLACKcastirontomatchexisting,laidto1:350fallwith68mmdiadown pipes.Allowreplacingallexistingguttersifdeemnecessary.ConfirmwithClient flatroofgulliestonewroofandtodrainthroughinsulatedscupperpipesanddrainintohopper.

15.0LEADWORK-GENERALLY

Allleadworktoroofs,parapetsandguttersetc.tobeinfullaccordance&complywithLeadSheetAssociation currentCodeofPracticeandrecommendeddetails-LDA/LSAPUBLISHEDGUIDELINES

Providecode4leadflashings(unlessstatedotherwise)tosurroundallopeningsintheroofstructureasrequired andtobesteppedaroundbrickworkwherenecessaryalltoprovidemin.150mmcoverwithleadsoakersunder asrequiredallasrecommendedbytheleadassociationhandbook

NOTE-Responsibilityisnotacceptedfor errorsmadebyothersinscalingfromthis drawing.Allconstructioninformationshould betakenfromfigureddimensionsonly

Existingdownpipe flowsontonew flatroof

Chuteoutletlinedwith code4leadflashing

Bellcastrenderstop beadtoprevent wateraccumulationin outdoorrender

Newblacktraditionalcastiron flat-backhopperheadand downpipewithsocketjoints, tomatchextganddraininto extgdrainsorsoakaway

DPCmin.150mmabove finishedgroundlevel

Existingassumedfooting

4no.450mmlongdowel barsinsertedbetween existingfootingandnew concretefoundationasper engineersdesign

Massconcretetrenchfootingas perstructuralengineersspecs.

Newwarmflatroofsystem(Referto dwg.7788BR-402forbuild-upofroof)

Brickonedgetomatch existingbrickquoinsto agreementwithHGStrust

New325mmInsulatedcavitywall (Refertodwg.7788BR-402for build-up)

Newwarmflatroofsystem (Refertodwg.7788BR-402 forbuild-upofroof)

Brickonedgetomatch qouinorsubjectto agreementwithHGStrust

Existingdownpipe flowsontonew flatroof

KEYPLAN

Scale1:100

Scale1:100 0 5m 1

Periscopicairventsatmax. 2200mmcentrestoventilate under-floorvoidandtomatchcolour ofextgwhiterender.Ventstopped withcavitytrays.

PROPOSEDNORTH-SIDEELEVATION

Scale1:50

Bellcastrenderstop beadtoprevent wateraccumulationin outdoorrender

Periscopicairventsatmax. 2200mmcentrestoventilate under-floorvoidandtomatch colourofextgwhiterender. Ventstoppedwithcaviytrays

DPCmin.150mmabove finishedgroundlevel

Existingassumedfooting

4no.450mmlongdowel barsinsertedbetween existingfootingandnew concretefoundationasper engineersdesign

Massconcretetrenchfootingas perstructuralengineersspecs.

PROPOSEDSOUTH-SIDEELEVATION

Scale1:50

NOTE-Responsibilityisnotacceptedfor errorsmadebyothersinscalingfromthis drawing.Allconstructioninformationshould betakenfromfigureddimensionsonly

DECKLEVEL
DECKLEVEL

ExistingcavitywithnewCavitytray,min150 highupstand,withweepholesat450cts

U-valueofnewwarmflat roofsystem=0.15W/m2K [Refertodetail1]

Brickonedgetomatch quoins&subjectto agreementwithHGStrust

U-valueof325mmInsulated cavitywall=0.15W/m2K withwhitepaintedrendered blockworktomatchexisting renderandsubjectedtoHGS trustapproval

U-valueofnewwindow= 1.40W/m2K 4panel,double-glazed Crittallstylesteelwindow withtimbersub-frame subjecttoHGStrust approval refertodrawingno 7788BR-501&502

CreasingTillCill refertodetail2

90mmextractorducting cappedoffwithexternal wallcowledventon plinthexterior,colour tomatchwallrender

DPCmin.150mmabove finishedgroundlevel

EXTERNALGL

CG90/100Catnic insulatedlintel orequalapproved,min 150mmendbearing

12.5mm Moisture-resistant plasterboard

13mmGyproc lightweightplasterfinish

Newworktop bykitchen supplier

3noexistingsteel beamsexposed

35mmmin.drypackbtwn existingmasonryandnew steelbeam

203x203x46UKC+10mm topplateweldedtotop flange.Continuousblocking timberboltedthroughwebof beam.(Refertostructural engineersdwg.18918/02: SectionA-Afordetails)

DD780BKCaple appliances-Induction downdraftextractorin black-dimensionsTBCin existingkitchenisland

75mmconcretescreed with25mmfloorfinishesto matchexisting

100mmCelotexGA4000 insulationon1200Gauge visqueenpolythenedpmslab

Existinggroundfloor structureretained

U-valueof150mmdpnew beam&blockfloor=0.18 W/m2K

Massconcrete trenchfootingseenin elevationas perstructural engineersspecs.

Verticalelbowjoints connectingductsatangles

220x90mmrectangularflatduct connectedtoInduction downdraftextractorbykitchen supplier

Existingassumedfooting

SECTIONA-A

Scale1:20

Code4leadflashing on20x150mm insulationupstand

150mmCelotexXR4000 flatroofinsulation

3layerbuiltupfelt roofingsystem

DPCcavitytraycutinto existingwalldraininginto weepholesat450mmc/c

New50x150C24flatrooftimber joistsat400mmc/cwithtimber firringscuttofallmin1:40

12.5mmGyprocmoisture-resistanttaperededgeplasterboard

DPCcavitytrayonCG 90/100Catniclintel

Bellcastrender stopbead

18mmminOSBClass3 decking,screweddown ontreated50x150mm cuttimberfirrings(min 15mmtaper)

DETAIL1(Proposedwarmflatroom)

Scale1:10

4pane,double-glazed, crittall-style,steel windowwithtimber sub-framesubjectto HGSapproval

30 hwortreatedsw timbercilltosuit creasetileandto matchexisting

Creasetiling setinmortar

DETAIL2

Scale1:5

New202x202x46UKC+ 10mmthktopplatewith continuousblockingtimber boltedthroughwebofbeam

NOTE-Responsibilityisnotacceptedfor errorsmadebyothersinscalingfromthis drawing.Allconstructioninformationshould betakenfromfigureddimensionsonly BUILDINGREGULATIONS

Hardwoodsub-frameaccording toHGSTrequirement

Insulatedcavitycloser

20mmexternalrendertomatch existingwithmasticsealantto frame

Glazingbar

Detail3[Refertodwg.7788BR-502]

Creasedtileexternalcilltomatchextg

12mmdouble-glazingasperHampstead GardenSuburbTrustconditionswith u-value=1.9W/m2K(Refertodwg.7788 BR-502forglazingdetails)

Windowbutthingesas perHGStrustconditions

325mmblockcavitywall

CG90/100catniclintelmin 150mmendbearingwithDPC oversub-frame

Crittall-'Homelight plus'windowto match existingwindow

Double-glazedunits withglazingbars. Finishtomatch existing

W1 W2 W3

Timber sub-frame,to matchcolour ofexisting

Detail1[Refertodwg. 7788BR-502]

EXAMPLEOFEXISTING CRITTALLSTLEWINDOW TOREPLICATE

NOTE:

-NewgalvanizedCrittall,opening casementwindows,includingtop lightsmusthavetraditionalbutt hinges,orstandardprojecting hingesforsteelcasements.Friction hingesmustnotbeused. -Doubleglazedunitsmustbeamax. overalldepthof12mm(4mmglass4mmgap-4mmglass).Internal spacersmustmatchcolourofframe. Referto7788BR-502forglazing bardetails.

-Windowsshouldnotbefittedwith visibletricklevents.

Theabovespecificationstobein accordancewithHampsteadGarden Suburbtrustandapprovedpriorto ordering.

Standardwindowu-value=1.4 W/m2K.U-valueofchosenCrittall HomelightPluswindow=1.9W/m2K duetorelaxationofHGStrustby BarnetcouncilBuildingcontrol.

12mmdouble-glazedwindow (RefertoGlazingbardetailon dwg.7788BR-502fordetails)

WindowFrameLine

Timbersub-Frame,finishto matchexisting(Refertodwg. 7788BR-502fordetails)

Detail2[Refertodwg. 7788BR-502]

Graniteworktopinsertinto windowcill Timbersub-ramefinishto matchexisting(Refertodwg. 7788BR-502fordetails)

Creasingtiletomatchextg.

NOTE-Responsibilityisnotacceptedfor errorsmadebyothersinscalingfromthis drawing.Allconstructioninformationshould betakenfromfigureddimensionsonly

BUILDINGREGULATIONS

Newwarmflatroofsystem with0.15W/m2Ku-value.

Brickonedgetomatchbrickwork ofexistingqouinorsubjectto agreementwithHGStrust

NEWPARAPET

Bellcastrenderstopbeadto preventwateraccumulationin outdoorrender

Brickonedgetomatchexistingbrick quions,overcreasedtilingsubject toagreementwithHGStrust

Optionaloverflowpipe

Dashedoutlinedepicting cavitytrayoverCG

90/100Catniclintel(as specifiedbySE)with min.150mmend bearingsinnewwall extension,withweep holesat450mmc/c

Periscopicairventstoventilate underfloorvoidsandtomatch colourofextg.whiteexternalrender

DPCmin.150mmabove finishedgroundlevel

Creasingtilecilltomatchextg

Newtraditionalcastirondownpipe andsocketswithblackcastiron heritagehopper,alltomatchexisting, todrainwaterfromnewflatroofand subjecttoHGStrustapproval

Newwarmflatroofsystem with0.15W/m2Ku-value

NEWPARAPET

Bellcastrenderstop beadtopreventwater accumulationinoutdoor render

Newwhiteexternalwall rendertomatchexisting

Scale1:20

NOTE: BRICKWORK/TILING:Any brickworkortiledetailingtothe existingwindowsurroundmust bereplicatedfaithfullyasthe originaldetailwhennew windowsarebeinginstalled.

Scale1:20

NOTE:

AsperHampsteadGardenSuburbTrustconditions

MORTAR:Anypointingworkmustbeapprovedbythetrust,thejointmustbe flushorslightlyrecessedandofcolourtomatchmortarelsewhereonthe house.Donotuseweatherstruckorbuckethandlejoint.Generallythe followingmortarmixisacceptable:1partOPC(Ordinaryportlandcement:1 partfreshHydratedlime:6partsaggregatemadeupof3partscoarseand3 partsfinesand-allaggregatemustbewashed,donotuseordinaryunwashed softbuilderssand).Mortarmustnotbeusedtoowetandmustnotbe smearedoverthearrisorfaceofthebricks.Jointsshouldbeslightlybrushed backtoexposetheaggregate.Rakingoutmustbebyhandtoolsandtoa depthofbetween15mm(absolutemin.)to25mmandmustbetothewhole width/heightofthejoint.NB:ItisimportantthattheHydratedlimeisused freshfromunopenedpacks-donotuselimefrompackswhichhavebeen openedmorethan2/3days.

RENDER:ArendersampleshouldbepreparedinaccordancewithTrust guidance.Asamplemustbeapprovedbythetrustinwritingbeforeworksto therenderbegin.

Optionalbestpractice: 75mmØscupperpipe toactasoverflowpipe setat50mmabovefelt finishasperNHBC 7.1.12detail

Brickonedgetomatchbrickwork ofexistingqouinorsubjectto agreementwithHGStrust

Chuteoutletlinedwith code4leadflashing

Newblacktraditionalcastiron flat-backhopperheadand downpipewithsocketjoints,to matchextganddrainintoextg drainsorsoakaway

Bellcastrenderstop beadtoprevent wateraccumulation inoutdoorrender

Periscopicairventstoventilate underfloorvoidsandtomatch colourofextg.whiteexternalrender

DPCmin.150mmabove finishedgroundlevel

Scale1:20

Scale1:50

NOTE-Responsibilityisnotacceptedfor errorsmadebyothersinscalingfromthis drawing.Allconstructioninformationshould betakenfromfigureddimensionsonly BUILDINGREGULATIONS

ELEV1

Scale1:10

DPCcavitytray

Chuteoutletlinewithcode 4leadflashingtocomply withLDA/LSAguidelines

Brickonedgetomatchbrickworkofextg. qouinsubjecttoHGStrustapproval 185

New68mmblackcastiron downpipewithsocket jointsandflutedhopper headtomatchextg.

Insulatedcavitycloser

DPCcavitytray

Creasetilinglaidon topofcavitywallto matchexisting 50

Existingdownpipe flowsdownonto newroof

Slatecavity closerlaidto fallonmortar bed

Rainwaterdownpipe fitwithnewshoe

150mmCelotexXR4000flatroofinsulation.18mmclass3 OSBdeckingorWBPplywooddecktoBSEN636topped with3layerbuiltupfeltsystem

Dashedoutlineofcavitytrayinexistingwall withweepholesat450mmc/c

Code4 leadflashingupstandtocomply withLDA/LSAguidelines

100

Brickonedgetomatch brickworkofextg.qouin subjecttoHGStrustapproval

Code4leadflashingon 20x150mminsulationupstand

Extg.downpipe todraininto chuteoutlet linedwithcode 4leadflashing

Dashedlineindicates existingboxframebeam 50

75mmØ optional overflowpipe, 50mmabove finish

Creasetiling laidontopof cavitywallto matchexisting

DPCcavitytray cutintoexisting walldraining intoweepholes at450mmc/c

Bellcastrenderstopbead

325mmblockworkcavitywallwith20mmexternalrenderto matchexistingandsubjectedtoHGStrustapproval

DPCcavitytrayonCG 90/100Catniclintel min.150endbearing

SECTIONA-A

Scale1:10

New202x202x46UKC+10mmthktop platewithcontinuousblockingtimber boltedthroughwebofbeamsupported on450x300x215padstones

3noexistingsteelbeamsexposed

Existingcavitywallwithnew Cavitytray,min150high upstand,withweepholesat 450cts

35mmmin.drypack btwnexistingmasonry andnewsteelbeam

SECTIONB-B

Scale1:10

Optionalbestpractice: 75mmØscupperpipe toactasoverflowpipe setat50mmabovefelt finishasperNHBC 7.1.12detail

Newblacktraditionalcastironhopperhead anddownpipetomatchextganddraininto extgdrainsorsoakaway

KEPLAN

Scale1:50

Scale1:50 2m 0.5

RefertoNOTESondwg.7788 BR-503formortarspecsasper HampsteadGardenSuburbTrust conditions.

NOTE-Responsibilityisnotacceptedfor errorsmadebyothersinscalingfromthis drawing.Allconstructioninformationshould betakenfromfigureddimensionsonly

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UK Projects by Pradeep Jk - Issuu