DESIGN PROCESS

DESIGN PROCESS

01 FirstIssue

02 RevisionA

03 RevisionB

04 Co-ordination

05PanelThicknesses

06PanelSurfaceQuality

07CNCTimberProcessing

08PanelStandardSizes

09GlulamStandardSizes

Appendix

CONTENT

01 FIRST ISSUE

Withthefirstsetofdrawingsweareprovidingplans,elevationsandsectionsalongwitha3DmodelshowingthesettingoutofKLHpanels(andglulamsorsteelmembersifrequired).Panellabels,thicknesses,finishesandgraindirectionswillbeshown.

Thesedrawingswillbeissuedtoyouforyourcommentsonthegeometryofthebuildingand,ifrequired,alsotoourstructuralengineerforhisassessmentofthestructure.

Please note that all comments will need to be marked up on the KLH set of drawings only.

02 REVISION A

Inthefirstrevisionofthedrawingswewillincorporatecommentsfromyouandfromourstructuralengineer.Iftherequiredamendmentsarenotsubstantialwewillalsoworkonthedivisionofthepanelsandontheconnectionjoints.

03 REVISION B

Thesecondrevisionwillincorporateanycommentsonthepaneljointsandthisshouldbethefinalrevision.

AtthispointyouarerequiredtosendusthedrawingsbackwithyoursignatureandastampshowingstatusA,BorC.

StatusA Approval

StatusB Approvalsubjecttoincorporatingminoramendmentswithnostructuralimplication

StatusC Toberesubmittedafterincorporatingcomments

Afterreceivingyourapproval,wewillproduceshopdrawingsandsendthemtothefactoryforproduction.

Thankyouforconsidering/selectingKLHforthedesign,supplyandinstallationofyourcrosslaminatedtimberstructuralsystem.

Inorderforustostartworkingonyourproject,werequireapackageofdrawingsinPDFandDWGformatcomprisingofafullsetoffrozenplans,elevationsandsections(seesamplesintheAppendix)showing:

• Gridlines

• KLHpanelsclearlymarked,withthicknessesasper quotation

• Allstructuraldimensions,includingapertureheights

• SSLandFFLofalllevels

• Panelsurfacefinishes

• Exposedwallsand/orsoffits

• AnyM&Eopenings

• Preferredpanelsplits(ifrequired)

IfKLHisappointedfortheengineeringpackageaswell,wealsoneed:

• Our'StructuralPerformanceSpecification'documenttobe completed

• FireRequirementsPlans(wedonotneedfirestrategy drawings,asfireratingscanalsobeachievedwithlinings:we doneedpurposelymadeplansshowingfireratings specificallyrequiredforeachKLHwall,floorand/orroof).

Assoonaswereceivealltheinformationrequiredfortheproject,wewillproceedwiththedraftingprocess(theaimistohavenomorethanthreeissues)andconsequentlywiththepreparationoftheshopdrawings.

Please be aware that the drafting process may be delayed if we do not receive all the information listed above.

DESIGN PROCESS

WSI - Domestic GradeThesurfaceisplanedandpre-sanded.WSIpanelsareusedforvisual,loadbearingconstructionelements.Thissurfaceisgenerallyrecommendedforuseasvisualresidentialsurfaces.Theendgrainsoftheopeningshaveasawn/milledfinishandarenotsanded.

Grade finishes apply only to panel faces and not to edges.

Cut-out edges can be chamfered and sanded on site by KLH if required (service not included in the KLH quotation).

ISI and WSI finishes only will be marked up in the drawings. NSI grade will not be specified.

07 CNC TIMBER PROCESSING

Allopenings(doors,windows,serviceholesetc.)haveroutedcornerswithastandardradiusof20mm.Squaredcornerscanbeachieveduponrequest.

Holescanbepredrilledinthepanelstoaminimumdiameterof20mm.

Pleasenotethatanexcessiveamountofpenetrationsmightresultinadditionalcosts.

All penetrations are subject to confirmation by the strucutral engineer.

04 CO-ORDINATION

Pleasebeawarethatco-ordinationbetweenanyfurthermanufacturer/tradeonsiteandKLHneedstobeprovidedbythemaincontractor/architect.ThereforeKLHwillnotallowforanytolerancesunlessspecified.

IftheKLHstructureisinproximityofanexistingbuilding,anygaprequiredbetweenthetwoconstructionsneedstobecalculatedbythemaincontractor/architect,providingKLHwiththeadequatedimensionfromtheclosestgridline(notfromtheexistingbuilding).

05 PANEL THICKNESSES

KLHpanelsaremanufacturedfromathicknessof57mmupto500mm.Panelthicknessesarepre-calculatedtomeetstructuralrequirementsonly;theymayhavetoincreasetoachievefireratingandacousticrequirements.

All panel thicknesses are subject to confirmation by the structural engineer.

06 PANEL SURFACE QUALITY

KLHpanelsarenotdesignedtobeleftexposedexternally;theycan,however,beexposedinternally.

KLHtimberpanelsareavailableasstandardinNonVisualQuality(NSI),IndustrialVisualQuality(ISI)andDomesticQuality(WSI).

NSI – Non Visual QualityNSIqualityisusedfornon-visual,loadbearingstructuralelements.Irregularitiesinthejointpattern,pluggedcoredrillsandgluestainsarepossible.NSIqualityismeanttobeclad.

ISI – Industrial Visual Quality Thesurfaceisplaned,butnotsanded.Irregularitiesinthejointpatternaswellasslightgluestainsarepossible.ISIpanelsareusedforvisual,loadbearingconstructionelements.Thissurfaceisgenerallyrecommendedforuseasvisualsurfaceswithlowerqualityrequirements.Theendgrainsoftheopeningshaveasawn/milledfinishandarenotplaned.

DESIGN PROCESS

08 PANEL STANDARD SIZES

KLHtimberpanelsaremanufacturedtoamaximumsizeof16.50mx2.95m.

However,thestandardmaximumlengthis13.50mandthestandardmaximumwidthis2.40m.Thewidththoughcanbeextendedupto2.95mifrequired.

Ourstandardbudgetpriceisbasedontheassumptionthatpanelsaren'texceeding13.5mlengthasthisallowsforthemosteconomicalwayoftransportingtotheUK.

Panelswithalengthbetween13.50mand16.50mandwithamaximumwidthof2.95mcanbedeliveredonaspeciallorrywhichrequiresspecificdocumentsandisnotauthorizedtodriveonSaturdays.Withthiskindoftransportationthereisacostimplication.

VEHICLE MAXIMUM PANEL SIZE (widthxlength)

StandardLorry 2.40x13.50m

Megatrailer 2.95x13.50m

SpecialLorry 2.95x16.50m

If a grid is set up to follow KLH panel width, we recommend using a spacing of 2.40m or 2.95m (with butt joints) and 2.35m or 2.90m (with half-lap joints).

09 GLULAM STANDARD SIZES

Standardsizesfornoncurvedglulamsareasfollow:

• Height–from120mmincreasinginincrementsof40mm upto800mm• Width–from120mmincreasinginincrementsof20mm upto240mm

Werecommendthatyoutaketheglulamstandardsizesintoaccountasearlyaspossibleintheplanningphase.Theuseofnonstandardsizesmightaffectprocurement.

DESIGN PROCESS

APPENDIX - SAMPLE DRAWING 1

Key

cad file:

© john pardey architects

• Do not Scale. Used figured dimensions only. • All dimensions to be checked on site.

• All drawings to be read in conjunction with engineer'sdrawings. Any discrepancies between consultants

drawings to be reported to the Architectbefore any work commences.

• The Contractor's attention is drawn to the Health & Safety matters identified in the Health & Safety plan

and on drawings as being potentially hazardous.• These items should not be considered as a full and

final list.• The Work Package Contractor's normal Health &

Safety obligations still apply when undertakingconstructional operations both on and off site.

drawing:

project:

drawing no:

scale @ A1: date:

status:

revision:

0707 WATSON HOUSE

TENDER

rev date initials description

FLOOR PLANS

0707-250

1:50 AUG 09

1200

13301330 1400

2700

A B C D E F G H I J K L

1

2

3

3000 4500 3000

M

5400

1200

3000 3000 3000 3000 3000 3000 3000 3000 3000 3000

BED ROOM 1

01

851

EN-SUITE 1REF:0707/500

DRESSING ROOM

STUDY LIVING ROOM

KITCHENREF: 0707/504

WCREF: 0707/503

CLOAK ROOM

HALL

BED ROOM 2 BED ROOM 3 BED ROOM 4

EN-SUITE 2REF: 0707/501

BATHROOMREF: 0707/502

CINEMA ROOM

UTILITY ROOM

STAIRREF: 500/900

ELECTRICAL SWITCHES

MANUFACTURE: MK ELECTRIC

RANGE: ASPECT

COLOR: WHITE

STORE

KLH - Industrial

Visual Quality finish

to exposed walls

KEY:

STRUCTURESTEEL ABOVE TO STRUCTURAL

ENGINEERS DETAILS

BOILER

DINING

SUMP PUMP

A B C D E F G H I J K L

1

2

3

3000 4500 3000

M

5400

1200

3000 3000 3000 3000 3000 3000 3000 3000 3000 3000

250

01 GROUND FLOOR PLAN

02 BASEMENT/ FOUNDATION PLAN

STRIP FOUNDATION

STRUCTURE

CHS COLUMN

STRUCTURE

MASONRY CHIMNEY BREAST

STRIP FOUNDATION

W1 W2

W3

W4W5W6W7

W8W9W10W11W12

D1

D2D3D4

D5

D6

D7

D8

D9

D10

D11 D12

D13 D14 D15

D16

D17

2430 S/O4625 S/O

2745 S/O550 S/O550 S/O

901

02

852

03852

04

852

870

01

853

7070 S/O1673 S/O 1300

CL OF KLH WALL

1430

50

3000 S/O

05

85102-04

851

47

550

CL OF KLH WALL

03-05850

871

872

50

15100 S/O

50

1355665 465

872

910 S/O 340

875

CL OF KLH WALL

600 2906 S/O 2906 S/O 1300 550 S/O

OF KLH WALLCL

3156 S/O105 900 47

86

0

97

5

CL

CL

CL

340910 S/O1760850 S/O

15

75

CL

13

00

1950 1003 S/O 1997

07

802

1003 S/O 888 S/O

CL

865

CL

24

40

CL

10

25

950 S/O

CL

26

00

88

8 S

/O

890 S/O

01

850

950

2900

90

0

1050

CL 22

0

A

A B

B C

C

CL 22

0

CL

CL

12

15

10

00

D18

20

07

10

D19

D20

CL

22

08

67

S/O

STRUCTURE

CONCRETE BASEMENT CONSTRUCTION TOENGINEERS DETAILS

01

852

02

853

03

853

04

853

05

853

06

853

873

876 876

877

878

08

802

03

850

APPENDIX - SAMPLE DRAWING 2

Key

cad file:

© john pardey architects

• Do not Scale. Used figured dimensions only.

• All dimensions to be checked on site.• All drawings to be read in conjunction with engineer's

drawings. Any discrepancies between consultants drawings to be reported to the Architectbefore any

work commences. • The Contractor's attention is drawn to the Health &

Safety matters identified in the Health & Safety plan and on drawings as being potentially hazardous.

• These items should not be considered as a full and final list.

• The Work Package Contractor's normal Health &Safety obligations still apply when undertaking

constructional operations both on and off site.

drawing:

project:

drawing no:

scale @ A1: date:

status:

revision:

0707 WATSON HOUSE

PRELIMINARY

rev date initials description

SECTION AA

0707-350

1:20 MARCH 09

3 12

54001200

2400

300

300

400

300

300

L10.330

SLIDING DOOR SYSTEM TOAPPROVED DETAILS

J42.110

UNDERLAYER

J42.160

BAUDER XXMM THK INSULATION & WATER PROOF SYSTEM IN ACCORDANCE WITH BAUDER APPROVED SYSTEM

NBS.XXX

TIMBER CLADDING

NBS.XXX

25 x 50 BATTENS LAIDDIAGONALLY

NBS.XXX

WINDPAPER OVER 18MMWBP PLY

NBS.XXX

100MM(?) INSULATION

STRUCTURE

100MM(?) CROSS LAMINATEDTIMBER STRUCTURE

NBS.XXX

10 S/STEEL COPING

NBS.XXX

INTEGRATED BAT BOXES TOECOSA'S DETAILS

NBS.XXX

RE-CLAIMED BRICK

NBS.XXX

STEEL CHIMNEY PLATE

J42.350

SEDUM BLANKET

J42.300

SDF DRAINAGE MAT

J42.110

CAPPING SHEET

J42.110

BITUMEN VAPOUR BARRIER

NBS.XXX

BRICK PLINTH

NBS.XXX

MASS CONCRETE FILL

STRUCTURE

FOUNDATIONS TOENGINEERS DETAILS

NBS.XXX

TREATED DOUGLAS FIR DECKING ON FIRRINGS

NBS.XXX

SINGLE PLY MEMBRANE ON WBP PLY TO FALLS

L10.330

SLIDING DOOR SYSTEM TO APPROVED DETAILS

STRUCTURE

100MM(?) CROSS LAMINATED TIMBER STRUCTURE

STRUCTURE

XX MM ø CHS

STRUCTURE

XX MM ø RHS

K10.49

10MM BLUCLAD EXTERNAL SOFFIT BOARD WITH ACRYLIC BASED RENDER, REF M20.100