ERRIS COURT, SAXILBY ENTERPRISE PARK, SAXILBY, LINCOLN ... · roof light above to be installed in...

2
ERRIS COURT, SAXILBY ENTERPRISE PARK, SAXILBY, LINCOLN, LN1 2LR Business units 100 sq m (1,076 sq ft) to 560 sq m (6,028 sq ft) Under construction with completion due Summer 2020 Uniform Business Park environment Excellent links to A57/A46/A1 FOR SALE / TO LET

Transcript of ERRIS COURT, SAXILBY ENTERPRISE PARK, SAXILBY, LINCOLN ... · roof light above to be installed in...

Page 1: ERRIS COURT, SAXILBY ENTERPRISE PARK, SAXILBY, LINCOLN ... · roof light above to be installed in all DIS WC Dis. W.C. 20595 3610 1476 11004112 3008 30400 8746 950 1400 950 18354

ERRIS COURT, SAXILBY ENTERPRISE PARK, SAXILBY, LINCOLN, LN1 2LR

Business units

100 sq m (1,076 sq ft) to 560 sq m (6,028 sq ft)

Under construction with completion due Summer 2020

Uniform Business Park environment

Excellent links to A57/A46/A1

FOR SALE / TO LET

Page 2: ERRIS COURT, SAXILBY ENTERPRISE PARK, SAXILBY, LINCOLN ... · roof light above to be installed in all DIS WC Dis. W.C. 20595 3610 1476 11004112 3008 30400 8746 950 1400 950 18354

LOCATION

The property is located on the popular Saxilby Enterprise Park just off the A57 close to Saxilby approximately 3 miles west of the A46 Lincoln Bypass and 5 miles from Lincoln City Centre. Saxilby is only 12 miles from the A1.

PROPERT Y

The proposed premises are to comprise 1 x 2-storey detached hybrid office/industrial building and 8 x terraced industrial units.

The hybrid office/industrial building will be finished with carpeted floors, painted plastered walls and suspended ceilings incorporating inset lighting in the offices together with clear workspace and a vehicular access door in the warehouse plus allocated staff/WC facilities.

The industrial units will provide clear workspace with staff/WC facilities and vehicular access doors.

There will be communal loading/circulation areas and allocated car parking.

The units are currently under construction and are due to be completed Summer 2020.

ACCOMMODATION

Architects drawings suggest that the accommodation will provide the following Gross Internal Floor Areas :

Hybrid 166 sq m (1,788 sq ft)Industrial 1 to 4 100 sq m (1,076 sq ft) eachIndustrial 5, 6 & 8 114 sq m (1,227 sq ft) eachIndustrial 7 218 sq m (2,347 sq ft)

TOWN AND COUNTRY PLANNING

We understand that planning consent has been granted for the proposed scheme, falling within Class B1 (Offices/Industrial) of the Town & Country Planning (Use Classes) Order 1987 (as amended). Interested parties are advised to make their own investigations to the Local Planning Authority.

SERVICES

We understand that mains supplies of water and electricity are to be made available and connected to the development. Interested parties are advised to make their own investigations to the utility service providers.

RATES

Charging Authority: West Lindsey District Council Description: To be assessed Rateable value: TBC UBR: 0.504 Period: 2019-2020

Multiplying the Rateable Value figure with the UBR multiplier gives the annual rates payable, excluding any transitional arrangements which may be applicable. For further information, please contact the Charging Authority.

TENURE

The premises are available To Let either individually or combined on Full Repairing and Insuring terms for a period of years to be agreed. Alternatively, the units may be available For Sale freehold.

PRICE/RENT

Hybrid £240,000 / £13,500 paxIndustrial 1 to 4 £124,000 / £7,000 paxIndustrial 5,6 & 8 £140,000 / £8,000 paxIndustrial 7 £245,000 / £13,500 pax

SERVICE CHARGE

A service charge will be levied to cover the upkeep, maintenance and repair of all common parts of the development.

VAT

VAT may be charged in addition to the rent/sale price at the prevailing rate.

LEGAL COSTS

Each party is to be responsible for their own legal costs incurred in documenting the transaction.

VIEWING: To view the premises and for any additional information please contact the sole agents.

Contact: Harry Hodgkinson T : 01522 544515 E : [email protected] Ref. 7298/2016/2019G

42770

8895170578895

7534

1101

1549

10001000

3610

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4

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2200

6421 3610 1689 3610 1600 1100 6709 1100 1600 3610 1689

42770

1500

2200

2200

6421

1500 1500

2200

1500

100019621000 1960

Industrial Unit100sqm

Industrial Unit100sqm

Industrial Unit100sqm

Industrial Unit100sqm

AA

KingspanDay-Lite

Trapezoidalpolycarbonate

roof lightabove

KingspanDay-Lite

Trapezoidalpolycarbonate

roof lightabove

KingspanDay-Lite

Trapezoidalpolycarbonate

roof lightabove

KingspanDay-Lite

Trapezoidalpolycarbonate

roof lightabove

KingspanDay-Lite

Trapezoidalpolycarbonate

roof lightabove

KingspanDay-Lite

Trapezoidalpolycarbonate

roof lightabove

KingspanDay-Lite

Trapezoidalpolycarbonate

roof lightabove

KingspanDay-Lite

Trapezoidalpolycarbonate

roof lightabove

KingspanDay-Lite

Trapezoidalpolycarbonate

roof lightabove

KingspanDay-Lite

Trapezoidalpolycarbonate

roof lightabove

KingspanDay-Lite

Trapezoidalpolycarbonate

roof lightabove

KingspanDay-Lite

Trapezoidalpolycarbonate

roof lightabove

KingspanDay-Lite

Trapezoidalpolycarbonate

roof lightabove

KingspanDay-Lite

Trapezoidalpolycarbonate

roof lightabove

KingspanDay-Lite

Trapezoidalpolycarbonate

roof lightabove

KingspanDay-Lite

Trapezoidalpolycarbonate

roof lightabove

NOTE: Steel stanchions are located withinthe party wall. Please note that one hourfire integrity needs to be maintainedbetween the units, as does the air tightnessin respect of the air pressure test.

Double skin blockwork wall to betaken up to roof soffit and sealed toachieve 1hr fire protection betweenunits

Doc M packto beinstalled inall DIS WC

Doc M packto beinstalled inall DIS WC

Doc M packto beinstalled inall DIS WC

Doc M packto beinstalled inall DIS WC

EW001

EW002 EW003 EW006 EW007EW004 EW005

EW008

EW009EW010EW011EW012

Min. 1500 x1500mm level

landing at FFL infront of main

entrance

Main entrance door to havea 'level' approach from theparking area and a 'level'threshold with a min. clearopening width of 1000mm.(UPVC DOORS WILL NOTACHIEVE A CLEAROPENING OF 1000MM.)

RWP RWPRWPRWP

RWP RWPRWPRWPIC

SVP

IC

SVP

IC

SVP

IC

SVP

Surface water taken tosoakaway 5m from anybuilding. Below groundSW drainage to structuralengineer's details

Below ground FWdrainage system tostructural engineer'sdetails

12450

9405

4900

01

02

03

04

05

06

07

08

01

03

06

08

09

9405

4900 4750

12450

02

01

04

9405

4750

12450

4900

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02

01

Tying in of inner block skin to ensure stability -to be confirmed by structural engineer

Wall Construction:Kingspan KS1000 RW Vertical TrapezoidalInsulated Wall Panel with core thickness of80mm to achieve min. U-value of 0.26W/m2Kinstalled to specialist manufacturers details onKingspan mutibeam cladding rails andmulticleats to structural engineer's details.100mm medium density block work betweensteel columns to a height of 2475mm from FFL.

Kingspan Highline Type gutter or similar

Kingspan Multibeam purlin rails or similarapproved to structural engineer's details.

Eaves detail in accordance with specilaistmanufacturer's details

Steel Portal frame to designed by structuralengineer and is to conform to the collapsemechanism under Constrado

115mm thick Kingspan KS1000RW / LPCBinsulated roof panel to provide a U-value of0.18W/m2K installed to specialistmanufacturer's details

Foundations to structural engineer's details

Ground bearing slab to structural engineer'sdetails

The completed floor construction to achieve aminimum U-value of 0.20W/m2K.

Rainwater gutters connected to Colour coatedaluminium rainwater downpipes connected atground to 100mm dia. Upvc undergrounddrainage

Kingspan KS1000 Day-Lite TrapezoidalPolycarbonate roof lights installed tospecialist manufacturers details.

Wall panel drip detail to specialistmanufacturer's details

Slab edge detail TBC following structuralengineer's foundation and slab details

Door head detail beyond as per Block 3sections

DisWC

Roof to disabled toilet to be 18mm ply boardon 97x47mm C16 timbers at 400mm centres.NOTE: roof to be kept clear. No items to bestored on the roof of the disabled WC.

Lintel above WC to be confirmed by structuralengineer

2475

4545

2493

30°

Movement joints to structural engineer'sdetails

4900

Dark grey engineering bricks below DPC level

Material Specification

04

03

02

01Kingspan Trapezoidal Vertical Insulated Cladding orsimilar approved - Colour: Cosmic Grey

Upvc or PPC aluminium doors coloured - RAL7032 (Pebble Grey)

Kingspan Trapezoidal Vertical Insulated Claddingor similar approved - Colour: Pale Eucalypt

Indicates Blockwork walls

Residual Risk Information: Beware ofincreased manual handling risk - 2person to lift where required ormechanical device to be used wherepossible.

Indicates Facing brickwork -Refer to Proposed Elevationsfor details

LEGEND:

Mechanical ventilation toprovide 3 air changes perhour at 15 litres/ sec. tooutside air in ceiling void.

SD Optical smoke detector

RWP

IC

SVP Soil Vent Pipe

Rainwater pipe

FW Inspection Chamber

Indicative surface water drainage tostructural engineer's details

Indicative foul water drainage tostructural engineer's details

4920 Levels to be checked on site.

Half hour fire door*

05

Steel rainwater gutters. Colour: Cosmic Grey06

Roller Shutter - colour: dark grey

07 Frameless Glass Canopies

08Kingspan Day-Lite Trapezoidal Polycarbonaterooflights

09 Steel Personell Door - colour: dark grey

Project

Client

Drawing Title

Scale Date

Project No. Drawing No. Revision

ã

Studio 2, Deepdale Enterprise Park,Deepdale Lane,Nettleham, LincolnLN2 2LL

Drawn by

Registered in England 08206944 - Reg. Office : Studio 2, Deepdale Enterprise Park,Deepdale Lane, Nettleham Lincoln, LN2 2LL

DetailsDate IssuedRevision

Client Logo

NOTES

1. No dimensions are to be scaled from thisdrawing.

2. All dimensions are to be checked on siteprior to construction

Checked by

TEW

01522 [email protected]

BUILDING REGULATIONS

Plans, Sections and ElevationsBlock 2

Lincs Civil Engineering

794

AJS

Unit 5, Saxilby Enterprise ParkOffices and Industrial Units

A00

Varies at A1 August 2018

(20) 002

AMK

----------DD.MM.YY---

SCALE 1 : 100

0m 2m 4m 6m 10m8m

100mm80mm60mm40mm0mm 10mm 20mm

Proposed Ground Floor Plan 1:100@A1

Proposed East Elevation 1:100@A1

Proposed West Elevation 1:100@A1

Proposed North Elevation 1:100@A1 Proposed South Elevation 1:100@A1

Proposed Section AA 1:50@A1

N

SCALE 1 : 50

0m 1m 2m 3m 5m4m

100mm80mm60mm40mm0mm 10mm 20mm

DRAFT

Industrial Unit114sqm

Industrial Unit218sqm

Industrial Unit114sqm

Industrial Unit114sqm

Existing Industrial Unit

Min. 1500 x1500mm level

landing at FFL infront of main

entrance

AA

B B

KingspanDay-Lite

Trapezoidalpolycarbonate

roof lightabove

Main entrance door tohave a 'level' approachfrom the parking areaand a 'level' thresholdwith a min. clear openingwidth of 1000mm.(UPVC DOORS WILLNOT ACHIEVE ACLEAR OPENING OF1000MM.)

Main entrance door tohave a 'level' approachfrom the parking areaand a 'level' thresholdwith a min. clear openingwidth of 1000mm.(UPVC DOORS WILLNOT ACHIEVE ACLEAR OPENING OF1000MM.)

Main entrance door tohave a 'level' approachfrom the parking areaand a 'level' thresholdwith a min. clear openingwidth of 1000mm.(UPVC DOORS WILLNOT ACHIEVE ACLEAR OPENING OF1000MM.)

EW002

EW001 EW003 EW004

EW005

EW008

EW006

EW007

EW009

EW010

EW011EW012EW013

ID001 ID002 ID003

ID004Doc M pack to beinstalled in all DIS WC

Dis.W.C.

Dis.W.C.

SD SD

SD

SD

NOTE: Steel stanchionsare located within theparty wall. Please notethat one hour fire integrityneeds to be maintainedbetween the units, asdoes the air tightness inrespect of the airpressure test.

NOTE: Steel stanchionsare located within theparty wall. Please notethat one hour fire integrityneeds to be maintainedbetween the units, asdoes the air tightness inrespect of the airpressure test.

NOTE: Steel stanchions are locatedwithin the party wall. Please note thatone hour fire integrity needs to bemaintained between the units, asdoes the air tightness in respect of theair pressure test.

Please note that one hour fireintegrity needs to be maintainedbetween the units, as does the airtightness in respect of the airpressure test.

Movement joints inmasonry to structuralengineer's details

Double skin blockwork wallto be taken up to roof soffitand sealed to achieve 1hrfire protection between units

RWP

RWP

RWP

RWP

RWP

RWP

RWP

Surface water taken tosoakaway 5m from anybuilding. Below groundSW drainage to structuralengineer's details

ACO linear drains at thresholds to levelaccess doors and roller shutters

KingspanDay-Lite

Trapezoidalpolycarbonate

roof lightabove

Doc M packto beinstalled inall DIS WC

Dis.W.C.

Dis.W.C.

20595

1104 3610 1476 1100 4112 3610 1476 1100 3008

3040

0

8746

950

1400

950

1835

4

325951003 950 9347 950 18391 950 1003

1018

1100

1475

3610

1602

3610

1475

1100

3409

KingspanDay-Lite

Trapezoidalpolycarbonate

roof lightabove

KingspanDay-Lite

Trapezoidalpolycarbonate

roof lightabove

KingspanDay-Lite

Trapezoidalpolycarbonate

roof lightabove

KingspanDay-Lite

Trapezoidalpolycarbonate

roof lightabove

KingspanDay-Lite

Trapezoidalpolycarbonate

roof lightabove

KingspanDay-Lite

Trapezoidalpolycarbonate

roof lightabove

Kingspan Day-LiteTrapezoidal

polycarbonate roof lightabove

Kingspan Day-LiteTrapezoidal

polycarbonate roof lightabove

Kingspan Day-LiteTrapezoidal

polycarbonate roof lightabove

Kingspan Day-LiteTrapezoidal

polycarbonate roof lightabove

Kingspan Day-LiteTrapezoidal

polycarbonate roof lightabove

Kingspan Day-LiteTrapezoidal

polycarbonate roof lightabove

Kingspan Day-LiteTrapezoidal

polycarbonate roof lightabove

Kingspan Day-LiteTrapezoidal

polycarbonate roof lightabove

Kingspan Day-LiteTrapezoidal

polycarbonate roof lightabove

Kingspan Day-LiteTrapezoidal

polycarbonate roof lightabove

Doc M packto beinstalled inall DIS WC

Doc M packto beinstalled inall DIS WC

ACO linear drains at thresholds to levelaccess doors and roller shutters

1200

0

IC

SVP

IC

SVP

IC

SVP

IC

SVP

Below ground FWdrainage system tostructural engineer'sdetails

Double skin blockwork wallto be taken up to roof soffitand sealed to achieve 1hrfire protection between units

Double skin blockwork wallto be taken up to roof soffitand sealed to achieve 1hrfire protection between units

7020 7020

8370 8370

4920

9425

11895

Provide canopy aboveabove main entrance doorsfor weather protection if theentrance is a manual nonpowered entrance door.

Provide canopy aboveabove main entrance doorsfor weather protection if theentrance is a manual nonpowered entrance door.

01

02

03

04

05

06

07

08

Existing warehouseretained

7020 7020 7020

4920

9425

11895

01

03

06

08

09

7020 7020

4920

9425

11895

01

03

09

06

08

Dark grey engineering bricks below DPC level

Material Specification

05

04

03

02

01

Steel rainwater gutters. Colour: Cosmic Grey06

Roller Shutter - colour: dark grey

07

Kingspan Trapezoidal Vertical Insulated Cladding orsimilar approved - Colour: Cosmic Grey

Upvc or PPC aluminium doors (to client'srequirements coloured - RAL 7032 (PebbleGrey)

Kingspan Trapezoidal Vertical Insulated Claddingor similar approved - Colour: Pale Eucalypt

Frameless Glass Canopies

08Kingspan Day-Lite Trapezoidal PolycarbonateRooflight

09 Steel Personell Door - colour: dark grey

A00

Project

Client

Drawing Title

Scale Date

Project No. Drawing No. Revision

ã

Studio 2, Deepdale Enterprise Park,Deepdale Lane,Nettleham, LincolnLN2 2LL

Drawn by

Registered in England 08206944 - Reg. Office : Studio 2, Deepdale Enterprise Park,Deepdale Lane, Nettleham Lincoln, LN2 2LL

DetailsDate IssuedRevision

Client Logo

NOTES

1. No dimensions are to be scaled from thisdrawing.

2. All dimensions are to be checked on siteprior to construction

Checked by

TEW

01522 [email protected]

BUILDING REGULATIONS

Proposed Plans and ElevationsBlock 3

Lincs Civil Engineering

794

AJS

Unit 5, Saxilby Enterprise ParkOffices and Industrial Units

A00

1:100 at A1 August 2018

(20) 003

AMK

------------ -------------------------

Elevation 01 (West) - 1:100

Elevation 02 (South) - 1:100

Elevation 03 (East) - 1:100

SCALE 1 : 100

0m 2m 4m 6m 10m8m

100mm80mm60mm40mm0mm 10mm 20mm

Proposed Floor Plan - 1:100DRAFT

N

Office 1:35.7 sq.m.

Under-Stair Store

Double Height Storage:51.8 sq.m.

Dis.W.C.

1.

2.

3.

4.

5.

6. Office 2: 35.7 sq.m.

W.C.

19.

18.

17.

16.

15.

14.

13.12.

11.

10.

9.

8.

7.

6.

5.

4.

3.

2.

1. up

Kingspan Day-LiteTrapezoidal

polycarbonate rooflight above

Kingspan Day-LiteTrapezoidal

polycarbonate rooflight above

up

ID001

ID002

ID003

ID004

ID005

ID006

EW001EW002EW003

EW007

EW008EW009EW010

EW011

EW012

EW013

10003

1340 1023 1340 1023 2128 1135 2015

1225

3

1340

1023

1340

1023

1903

1023

4603

1115 3610 5277

150010015006203

4400

100

1256

140

5756

300

300

100

2100

100

2200

10003

1340 1023 1340 1023 2240 1023 2015

1225

3

1340

1023

1340

1023

7528

1115 3610 5277

1499

4158

140

5889

5889

31006200

Polyester Powder CoatedAluminium Windows/doors,colour: RAL 7032 (PebbleGrey). Windows andexternal doors to achieve anarea weighted average of1.6W/m2K

A A

B B

EW004

EW005

EW006

A A

B B

C

C

140mm thick blockwall up to roof soffitTBC by structuralengineer

SD

SVP

*IC

Floorspanover Doc M pack to be

installed in all DISWC

SD

SD

SD

*

**

SVP

AAV

IC

RWP

RWP

RWP

RWP

All steel beams at ground floor level to be encasedin 1 layer of 15mm Gyproc wallboard or 1 layer12.5mm Gyproc fireline or to receive fire resistantpaint finish to achieve 30 min fire resistance

All steel beams at ground floor level to be encased in 1 layer of15mm Gyproc wallboard or 1 layer 12.5mm Gyproc fireline or toreceive fire resistant paint finish to achieve 30 min fire resistance

Movement joints inmasonry to structuralengineer's details

Stainless Steel ACO drain todoor threshold

Main entrance door to have a 'level' approachfrom the parking area and a 'level' threshold witha min. clear opening width of 1000mm.(UPVC DOORS WILL NOT ACHIEVE A CLEAROPENING OF 1000MM.)

C

C

Kingspan Day-LiteTrapezoidal

polycarbonate rooflight above

Kingspan Day-LiteTrapezoidal

polycarbonate rooflight above

Surface water taken tosoakaway 5m from anybuilding. Below groundSW drainage to structuralengineer's details

Below ground FWdrainage system tostructural engineer'sdetails

12962

10935

5100

01

10

03

04

11

06

01

08

12962

10735

5100

01

10

03

04

11

06

01

08

Provide canopy above above main entrancedoors for weather protection if the entrance is

a manual non powered entrance door.

02

01

10

03

04

1107

06

01

10

03

05

06

11

Dark grey engineering bricks below DPC level

Material Specification

04

03

02

01Kingspan Trapezoidal Vertical Insulated Cladding orsimilar approved - Colour: Cosmic Grey

Upvc or PPC aluminium doors coloured - RAL7032 (Pebble Grey)

Kingspan Trapezoidal Vertical Insulated Claddingor similar approved - Colour: Pale Eucalypt

05

Steel rainwater gutters. Colour: Cosmic Grey06

Roller Shutter - colour: dark grey

07 Frameless Glass Canopies

08Kingspan Day-Lite Trapezoidal Polycarbonaterooflights

09 Steel Personell Door - colour: dark grey

30mm SoundDeck Overlay Acoustic Floor Boards to acheive 19DBacoustic insulation, on 22mm tongue and groove chipboard decking, onEcojoists - V2-14 375mm (timber size = 47x97) @ 400mm centres toacheive max. span of 5800mm to specialist details. Joist hangers to beused where Ecojoists meet 1 Hour Fire Walls to protected stair enclosure

Tying in of inner block skin to beadvised by structural engineer

Metal stud walls - 60 I 70 Gypwall Classic Metal Studs at 400mm centreswith 1No. layer of Gyproc wall board on both sides to achieve 30 minutesfire resistance. Stud partitions to be installed at a maximum height of4600mm.

Upper Wall Construction:Kingspan KS1000 RW Vertical Trapezoidal InsulatedWall Panel with core thickness of 80mm to achievemin. U-value of 0.26W/m2K installed to specialistmanufacturers details on Kingspan mutibeamcladding rails and multicleats to structural engineer'sdetails. 100mm medium density block work betweensteel columns up to first floor level.

80mm site applied LPCB certified PIR insulationboard any gaps filled with fire rated canisterinsulation

Wall panel soffit detail in accordance withspecialist manufacturer's details

Window head and cill detail in accordancewith specialist manufacturer's details

UPVC or Polyester Powder Coated AluminiumWindows/doors, colour: RAL 7032 (Pebble Grey).Windows and external doors to achieve an area weightedaverage of 1.6W/m2K

Timber cillsWindow head and cill detail in accordancewith specialist manufacturer's details

Kingspan Highline Type gutter or similar

Kingspan Multibeam purlin rails or similar approved to structural engineer's details.

Eaves detail to specialist manufacturers details

Steel Portal frame to designed by structuralengineer and is to conform to the collapsemechanism under Constrado

Suspended ceiling

Half hour fire rated compartment floor formed with 1No. layer15mm Gyproc fireline board mechanically fixed to underside offloor joists. Penetrations to be fitted with intumescent collars

115mm thick Kingspan KS1000RW / LPCB insulatedroof panel or similar to provide a U-value of0.18W/m2K

Soldier course

100mm blockwork wall to structural engineer's details

Foundations to structural engineer's details

Ground bearing slab to structural engineer's details

The completed floor construction toachieve a minimum U-value of 0.20W/m2K.

Cavity Tray

Timber Stair - total rise of 3225mm (TBC on site), min.250mm individual going, 169.73mm individual rise (TBC onsite - all stair risers to be equal. Stair risers to be a min.150mm and max. 170mm). Min 2000mm headroommeasured vertically above pitch line. Min 1200mm widthbetween walls. Handrail 900 - 1000mm vertically above pitchline to both sides of the stair. Max. pitch to be 42°. Handrail tolanding areas to be 1100mm above finished floor level. Anyopenings in staircase or balustrade to be restricted so that a100mm dia. sphere cannot pass through the opening. Allbalusters to be set vertical to prevent climbing.

1812

low

er c

eilin

g

Office 2

Office 1

WC

DisWC

5955

150

3225

floo

r to

floor

2325

top

of s

oldi

er c

ours

e

1800

303

First floor internal skin of external walls to be softwood or MF studs or block work supported on steelbeam or off ground floor internal skin Or off Firstfloor construction, to be confirmed by structuralengineers.

Steel Portal frame to designed bystructural engineer and is toconform to the collapse mechanismunder Constrado

Steel frame at ground floor ceilinglevel or lower to be encased orpainted with intumescent paint toachieve 30 min fire resistance.

Rainwater gutters connected to Colour coated aluminiumrainwater downpipes connected at ground to 100mm dia.Upvc underground drainage

Lower Wall Construction:Outer skin of facing buff brickwork. 100mm cavity fully filled with Dritherm cavity slab insulation (min. thermal conductivityof 0.032 W/mK): 100mm Plasmor Stranlite lightweight block inner skin (min. thermal conductivity of 0.46 W/mK). Stainlesssteel double triangle type wall ties as described in BS1243:1978 at 450mm vertical and 750mm staggered horizontalcentres and 225mm vertical centres at bonded jambs. The whole wall construction to provide a U-value of 0.26W/m2K

5100

Walls taken to underside ofroof covering andfire-stopped with 12 HourRockwool fire barrier system

Tying in of inner block skin to beadvised by structural engineer

Lower Wall Construction:Outer skin of facing buff brickwork. 100mm cavity fullyfilled with Dritherm cavity slab insulation (min. thermalconductivity of 0.032 W/mK): 100mm Plasmor Stranlitelightweight block inner skin (min. thermal conductivity of0.46 W/mK). Stainless steel double triangle type wallties as described in BS1243:1978 at 450mm verticaland 750mm staggered horizontal centres and 225mmvertical centres at bonded jambs. The whole wallconstruction to provide a U-value of 0.26W/m2K

Upper Wall Construction:Kingspan KS1000 RW VerticalTrapezoidal Insulated Wall Panelwith core thickness of 80mm toachieve min. U-value of0.26W/m2K installed to specialistmanufacturers details on Kingspanmutibeam cladding rails andmulticleats to structural engineer'sdetails. 100mm medium densityblock work between steel columnsup to first floor level.

80mm site applied LPCB certifiedPIR insulation board any gapsfilled with fire rated canisterinsulation

Wall panel soffit detail inaccordance with specilaistmanufacturer's details

Steel Portal frame to designed bystructural engineer and is toconform to the collapse mechanismunder Constrado

Soldier course

Foundations to structuralengineer's details

Ground bearing slab to structuralengineer's details

The completed floor constructionto achieve a minimum U-value of0.20W/m2K.

Cavity Tray

Window head and cilldetail in accordance withspecilaist manufacturer'sdetails

UPVC or Polyester PowderCoated AluminiumWindows/doors, colour: RAL7032 (Pebble Grey).Windows and external doorsto achieve an area weightedaverage of 1.6W/m2K

Window head and cilldetail in accordance withspecilaist manufacturer'sdetails

UPVC or Polyester PowderCoated AluminiumWindows/doors, colour:RAL 7032 (Pebble Grey).Windows and externaldoors to achieve an areaweighted average of1.6W/m2K

Walls taken to underside of roofcovering and fire-stopped with 12Hour Rockwool fire barrier system

Area of Kingspan Multibeampurlin rails or similar approved tostructural engineer's details.

115mm thick Kingspan KS1000RW/ LPCB insulated roof panel toprovide a U-value of 0.18W/m2K

Sealed verge flashing in accordancewith specilaist manufacturer's details

Double Height Storage

Dis.W.C.

Under-StairStore

30mm SoundDeck Overlay Acoustic Floor Boards to acheive19DB acoustic insulation, on 22mm tongue and groovechipboard decking, on Ecojoists - V2-14 375mm (timber size =47x97) @ 400mm centres to acheive max. span of 5800mm tospecialist details. Joist hangers to be used where Ecojoistsmeet 1 Hour Fire Walls to protected stair enclosure

Half hour fire ratedcompartment floor formedwith 1No. layer 15mmGyproc fireline boardmechanically fixed tounderside of floor joists.Penetrations to be fittedwith intumescent collars

100mm blockwork wall tostructural engineer's details

Timber Stair - total rise of3225mm (TBC on site), min.250mm individual going,169.73mm individual rise (TBCon site - all stair risers to beequal. Stair risers to be a min.150mm and max. 170mm). Min2000mm headroom measuredvertically above pitch line. Min1200mm width between walls.Handrail 900 - 1000mm verticallyabove pitch line to both sides ofthe stair. Max. pitch to be 42°.Handrail to landing areas to be1100mm above finished floorlevel. Any openings in staircaseor balustrade to be restricted sothat a 100mm dia. sphere cannotpass through the opening. Allbalusters to be set vertical toprevent climbing.

Steel frame at ground floor ceiling level or lowerto be encased or painted with intumescent paintto achieve 30 min fire resistance.

First floor internal skin of external walls to be soft woodor MF studs or block work supported on steel beam oroff ground floor internal skin Or off First floorconstruction, to be confirmed by structural engineers.

2100

3225

303

1800

Provide canopy above abovemain entrance doors forweather protection if theentrance is a manual nonpowered entrance door.

5100

2475

Lintels to structuralengineer's details

Lower Wall Construction:Outer skin of facing buff brickwork. 100mm cavity fullyfilled with Dritherm cavity slab insulation (min. thermalconductivity of 0.032 W/mK): 100mm Plasmor Stranlitelightweight block inner skin (min. thermal conductivity of0.46 W/mK). Stainless steel double triangle type wallties as described in BS1243:1978 at 450mm verticaland 750mm staggered horizontal centres and 225mmvertical centres at bonded jambs. The whole wallconstruction to provide a U-value of 0.26W/m2K

5100

Tying in of inner block skin to beadvised by structural engineer

Upper Wall Construction:Kingspan KS1000 RW Vertical Trapezoidal InsulatedWall Panel with core thickness of 80mm to achievemin. U-value of 0.26W/m2K installed to specialistmanufacturers details on Kingspan mutibeamcladding rails and multicleats to structural engineer'sdetails. 100mm medium density block work betweensteel columns up to first floor level.

80mm site applied LPCB certified PIR insulationboard any gaps filled with fire rated canisterinsulation

Wall panel soffit detail in accordance withKingspan drawing RWWVt15012.

Kingspan Highline Type gutter or similar

Kingspan Multibeam purlin rails or similar approved to structural engineer's details.

Eaves detail in accordance with specialist manufacturer's details

Steel Portal frame to designed by structuralengineer and is to conform to the collapsemechanism under Constrado

115mm thick Kingspan KS1000RW / LPCB insulatedroof panel to provide a U-value of 0.18W/m2K

Soldier course

Foundations to structural engineer's details

Ground bearing slab to structural engineer's details

The completed floor construction toachieve a minimum U-value of 0.20W/m2K.

Cavity Tray

Rainwater gutters connected to Colour coated aluminiumrainwater downpipes connected at ground to 100mm dia.Upvc underground drainage

Indicates Blockwork walls

Residual Risk Information: Beware ofincreased manual handling risk - 2person to lift where required ormechanical device to be used wherepossible.

Indicates Facing brickwork -Refer to Proposed Elevationsfor details

LEGEND:

Mechanical ventilation toprovide 3 air changes perhour at 15 litres/ sec. tooutside air in ceiling void.

SD Optical smoke detector

RWP

IC

SVP Soil Vent Pipe

Rainwater pipe

FW Inspection Chamber

Indicative surface water drainage tostructural engineer's details

Indicative foul water drainage tostructural engineer's details

4920 Levels to be checked on site.

AAV Air Admittance Valve

Project

Client

Drawing Title

Scale Date

Project No. Drawing No. Revision

ã

Studio 2, Deepdale Enterprise Park,Deepdale Lane,Nettleham, LincolnLN2 2LL

Drawn by

Registered in England 08206944 - Reg. Office : Studio 2, Deepdale Enterprise Park,Deepdale Lane, Nettleham Lincoln, LN2 2LL

DetailsDate IssuedRevision

Client Logo

NOTES

1. No dimensions are to be scaled from thisdrawing.

2. All dimensions are to be checked on siteprior to construction

Checked by

TEW

01522 [email protected]

BUILDING REGULATIONS

Proposed Plans, Elevations and SectionsBlock 1

Lincs Civil Engineering

794

AJS

Unit 5, Saxilby Enterprise ParkOffices and Industrial Units

A00

1:100 at A1 October 2018

(20) 001

AMK

------------- DD.MM.YY

SCALE 1 : 100

0m 2m 4m 6m 10m8m

100mm80mm60mm40mm0mm 10mm 20mm

Proposed Ground Floor Plan(1:100)

Section A-A(1:50)

Section C-C(1:50)

Proposed First Floor Plan(1:100)

Proposed West Elevation(1:100)

Proposed North Elevation(1:100)

Proposed East Elevation(1:100)

Proposed South Elevation(1:100)

Section B-B(1:50)

DRAFTSCALE 1 : 50

0m 1m 2m 3m 5m4m

100mm80mm60mm40mm0mm 10mm 20mm

N

The Money Laundering, Terrorist Financing and Transfer of Funds (Information on the Payer) Regulations 2017 require estate agents and solicitors to formally identify parties to a transaction. Interested parties will therefore be required to provide proof of identity and address, normally a photocard driving licence or passport and recent utility bill. BANKS LONG & CO for themselves and for the vendors or lessors of this property whose agents they give notice that (i) the particulars are set out as a general outline only for the guidance of intending purchasers or lessees and do not constitute part of an offer or contract (ii) all descriptions, dimensions, references to condition and necessary permissions for use and occupation and other details are given in good faith and are believed to be correct but any intending purchasers or tenants should not rely on them as statements or representations of fact but must satisfy themselves by inspection or otherwise as to the correctness of each of them (iii) no person in the employment of BANKS LONG & CO has any authority to make or give any representation or warranty whatever in relation to this property.