DPS Architects LimitedArchitects,Project Managers,Development ConsultantsCost Consultants

The Westlands132 Compton Road,Wolverhampton WV3 9QB.Tel : (01902) 427067

A R C H I T E C T S D P S

PROJECT

DRAWING TITLE

DRG. NO. REVISIONDATESCALE

DRAWN BY

CLIENT

INDEX DATE INITIAL REVISION

A

B

C

A1

Kingspan Limited

Proposed Sections

1:100@A1 07.03.18 1272Z-305

J.M.R.

PLA

NN

ING

DR

AWIN

G

New Fire Test Facility,Greenfield Business Park, Bagillt Road, Holywell CH8 7GL

3075

mm

Typical Section B-B

Roof pitch 8 degrees.

GL

1500

0mm

6865

mm

22942mm

Typical Section C-C

Wall cladding to be horizontally laid WEDGEWOOD BLUE XL FORTE KS1000MR 80mm QuadCore to provide a 'U' value of 0.23 Wm.sq./K. All fixed to sheeting rails as specified by Engineer, Contractor to allow for all necessary seals, gaskets and flashings.

Roof cladding to be GOOSEWING GREY XL FORTE KS1000RW 100mm QuadCore to provide a 'U' value of 0.18 Wm.sq./K. All fixed to purlins as specified by Engineer, Contractor to allow for all necessary seals, gaskets and flashings.

Provide internal liner sheet wall on sheeting railswithin column web to give internal flush line with front of columns

GL

8000

mm

6865

mm

22942mm

Wall cladding to be horizontally laid WEDGEWOOD BLUE XL FORTE KS1000MR 80mm QuadCore to provide a 'U' value of 0.23 Wm.sq./K. All fixed to sheeting rails as specified by Engineer, Contractor to allow for all necessary seals, gaskets and flashings.

Provide internal liner sheet wall on sheeting rails within column web to give internal flush line with front of columns

GL

Wall cladding to be horizontally laid WEDGEWOOD BLUE XL FORTE KS1000RW 80mm QuadCore to provide a 'U' value of 0.23 Wm.sq./K. All fixed to sheeting rails as specified by Engineer, Contractor to allow for all necessary seals, gaskets and flashings.

Typical Section A-A

Wall cladding to be horizontally laid WEDGEWOOD BLUE XL FORTE KS1000RW 80mm QuadCore to provide a 'U' value of 0.23 Wm.sq./K. All fixed to sheeting rails as specified by Engineer, Contractor to allow for all necessary seals, gaskets and flashings.

10T crane rail

10T crane rail

External flashings to be minimum 0.7mm thick and secured in accordance to manufacturers instructions.

150mm thick gyproc insulation quilt laid over suspended ceiling to first floor.

4075

mm

First floor division wall consisting of two layers of 12.5mm wallboard each side of 146mm gypframe ‘C’ studs at 600mm centres. Wall to achieve 60 minutes fire protectionand 'U' value of 0.35W/m2K.

4089mm

Office 1

First Floor Construction75mm sand/cement screed150mm precast concrete plankssupported on steelwork fire protected to give 60 minute fire resistance

Provide standard detail to allow for deflection at top of 60 minute stud wall

Reaction to Fire Lab

4089mm

Typical Gable Section

Provide internal roof liner under portal frame tohigh bays on steel purlins within portal web to give internal flush line below portals

Ground floor division wall consisting of two skins of 100mm blockwork with full filled insulated cavity. Wall to achieve 60 minutes fire protection and 'U' value of 0.35W/m2K.

Provide under purlin roof liner to low bays.

8000

mm

2400

mm

Reaction to fire labPPESBI Conditioning Room

Windows to be supplied factory glazed with sealed double glazed units with annealed low e insulating safety glass to conform to BS952: Part 1. Outer pane 4mm uncoated, 16mm cavity with warm edge spacers and an inner pane of 6.4mm laminated glass. All windows to be sealed around perimeter with silicone mastic sealant front and back. 'U' value of 1.40W/m2K.

4075

mm

Office 2 Staff Office 1

Windows to be supplied factory glazed with sealed double glazed units with annealed low e insulating safety glass to conform to BS952: Part 1. Outer pane 4mm uncoated, 16mm cavity with warm edge spacers and an inner pane of 6.4mm laminated glass. All windows to be sealed around perimeter with silicone mastic sealant front and back. 'U' value of 1.40W/m2K.

Roof pitch 8 degrees.

Roof cladding to be GOOSEWING GREY XL FORTE KS1000RW 100mm QuadCore to provide a 'U' value of 0.18 Wm.sq./K. All fixed to purlins as specified by Engineer, Contractor to allow for all necessary seals, gaskets and flashings.

Eaves beam to be in accordance with the Engineers design & details

A E

24226mm

Natural light is to be provided by site assembled G.R.P. triple skin roof lights agreed location to cover 10% ofroof area. Rooflights to be fixed with anti corrosion fixings as recommended by manufacturer. Rooflights must be non fragile (walksafe) type.

Plastisol coated drip flashing, face depth 50mm fixed to bottom restraint sheeting rail.

Reinforced concrete slab , foundations & sub base to engineers detail and design

Eaves beam to be in accordance with the Engineers design & details

For base sizes see Engineers details

Concrete floor slab to be 200mm thick reinforced top with mesh to Engineers details laid over 25mm min sand blinding with one layer of 1200 gauge visqueen DPM. 200mm sub base of well consolidated DOT type 1 stone hardcore well compacted. All to achieve a minimum 'U' value of 0.22W/m.sq.K.

2000

mm

75mm sand cement screed on200mm PC planks.

Suspended ceiling

full

heig

ht w

indo

ws

A E

24226mm

Plastisol coated drip flashing, face depth 50mm fixed to bottom restraint sheeting rail.

Reinforced concrete slab , foundations & sub base to engineers detail and design

For base sizes see Engineers details

Concrete floor slab to be 200mm thick reinforced top with mesh to Engineers details laid over 25mm min sand blinding with one layer of 1200 gauge visqueen DPM. 200mm sub base of well consolidated DOT type 1 stone hardcore well compacted. All to achieve a minimum 'U' value of 0.22W/m.sq.K.

All exposed structural steelwork shall receive one coat touch up primer, one coat undercoat and two gloss finish

Rooflight zoneRooflight zone

Roof pitch 8 degrees.

Roof cladding to be GOOSEWING GREY XL FORTE KS1000RW 100mm QuadCore to provide a 'U' value of 0.18 Wm.sq./K. All fixed to purlins as specified by Engineer, Contractor to allow for all necessary seals, gaskets and flashings.

Eaves beam to be in accordance with the Engineers design & details

A E

24226mm

Plastisol coated drip flashing, face depth 50mm fixed to bottom restraint sheeting rail.

Reinforced concrete slab , foundations & sub base to engineers detail and design

For base sizes see Engineers detailsConcrete floor slab to be 200mm thick reinforced top with mesh to Engineers details laid over 25mm min sand blinding with one layer of 1200 gauge visqueen DPM. 200mm sub base of well consolidated DOT type 1 stone hardcore well compacted. All to achieve a minimum 'U' value of 0.22W/m.sq.K.

All exposed structural steelwork shall receive one coat touch up primer, one coat undercoat and two gloss finish

A B C

Air Intake Duct Air Intake Duct

Suspended ceiling throughoutwith 150 quilt insulation to give U of 0.25