Standard Details. Glosford Timber Solutions Ltd. Homer Road Hereford HR4 9BP

Transcription

1 Standard Details Ltd. Homer Road

2 Detail Ref/Page Rev Date Description Page Ground Works Specifications & Requirements Page 03 Fire Testing Page Fixing Specifications GTS GD 01 A 04/12/17 External Wall General Detail GTS GD 02 A 04/12/17 External Wall Detail: Additional Floor GTS GD 03 A 04/12/17 Party Wall Detail: 2 ply 89mm Timber Frame GTS GD 04 A 04/12/17 Party Wall/Floor Detail: 2 Ply 89mm Timber Frame GTS GD 05 A 04/12/17 Party Wall/Floor Detail in Different Height Buildings GTS GL 01 A 04/12/17 Foundation Detail: Brick Cladding GTS GL 02 A 04/12/17 Foundation Detail: Cladding GTS GL 03 A 04/12/17 Foundation Detail: Internal Wall GTS GL 04 A 04/12/17 Foundation Detail: DPC and DPM GTS GL 05 A 04/12/17 Soleplate / Packer Detail GTS GL 06 A 04/12/17 Garage Floor Setting Out Detail GTS WL 01 A 04/12/17 SIP to SIP Connection Detail GTS WL 02 A 04/12/17 SIP Connection Detail GTS WL 03 A 04/12/17 External Wall Detail: Various Cladding GTS WL 04 A 04/12/17 External Party Wall Plan Junction GTS WL 05 A 04/12/17 Plan Junction of Separating Wall Stagger GTS WL 06 A 04/12/17 Load-Bearing Wall to SIP Roof Detail GTS WL 07 A 04/12/17 Window Head & Cill Detail GTS WL 08 A 04/12/17 Window Jamb Detail GTS WL 09 A 04/12/17 Internal Door Lining Detail GTS WL 10 A 04/12/17 MVHR System GTS WL 11 A 04/12/17 Balanced Flue Boiler Installation GTS WL 12 A 04/12/17 Meter Box Installation GTS WL 13 A 04/12/17 Extractor Fan Installation GTS WL 14 A 04/12/17 External Chimney Detail GTS WL 15 A 04/12/17 Party Wall to Roof Truss Detail GTS WL 16 A 04/12/17 Isometric View of Typical Wall Construction GTS FL 01 A 04/12/17 Posi Joist Detail for Houses GTS FL 02 A 04/12/17 Posi Joist Detail for Flats GTS FL 03 A 04/12/17 Party Floor Posi Joist Detail GTS FL 04 A 04/12/17 Posi Joist with Parallel Non-Load Bearing Walls GTS FL 05 A 04/12/17 Posi Joist to Load Bearing Walls (1 noggin) GTS FL 06 A 04/12/17 Posi Joist to Load Bearing Walls (2 noggins) GTS FL 07 A 04/12/17 Typical Strongback Detail GTS FL 08 A 04/12/17 Strongback Change of Span Detail GTS FL 09 A 04/12/17 Stairway Opening Infill Panels GTS RF 01 A 04/12/17 Eaves Detail GTS RF 02 A 04/12/17 Ridge Detail GTS RF 03 A 04/12/17 Purlin Detail GTS RF 04 A 04/12/17 Equal Valley Detail GTS RF 05 A 04/12/17 Equal Valley Detail with Glulam Beam GTS RF 06 A 04/12/17 Dormer GTS RF 06A A 04/12/17 Isometric View of Dormer GTS RF 07 A 04/12/17 Overlaid Valley Detail GTS RF 08 A 04/12/17 Rooflight GTS RF 09 A 04/12/17 Parapet Detail GTS RF 10 A 04/12/17 SIP with Truss Roof Contents N/A 04/12/2017 M.B. N/A A

3 Detail Ref/Page Rev Date Description GTS RF 11 A 04/12/17 Flat Roof Detail GTS RF 12 A 04/12/17 SIPs Roof - Gable Detail GTS RF 13 A 04/12/17 Overhang Detail: Verge & Soffit to TF Gable Wall GTS RF 14 A 04/12/17 Overhang Detail: Clipped Verge to TF Gable Wall GTS RF 15 A 04/12/17 Overhang Detail: Verge & Soffit to SIPs Gable Wall GTS RF 16 A 04/12/17 Overhang Detail: Clipped Verge to SIPs Gable Wall GTS RF 17 A 04/12/17 Gable Wall-to-Truss Bracing GTS RF 18 A 04/12/17 SIPs Roof Infill Panel GTS RF 19 A 04/12/17 Roof Truss to SIP Wall Connection Detail GTS RF 20 A 04/12/17 Roof Truss Connection Details 1 GTS RF 21 A 04/12/17 Roof Truss Connection Details 2 GTS RF 22 A 04/12/17 Roof Truss to SIP Wall Connection Detail GTS RF 23 A 04/12/17 Truss Roof: Attic Dormer Roof Construction Detail GTS RF 24 A 04/12/17 Truss Roof: Raised Dormer Roof Construction Detail GTS RF 25 A 04/12/17 Truss Roof: Valley Frame Construction Detail GTS RF 26 A 04/12/17 Truss Roof: Web Longitudinal Slenderness Brace GTS RF 27 A 04/12/17 Truss Roof: Attic Truss Typical Decking Layout GTS RF 28 A 04/12/17 Isometric View of Typical SIPs Roof Construction GTS OF 01 A 04/12/17 Oak Post Detail GTS OF 02 A 04/12/17 Oak Corner Detail GTS OF 03 A 04/12/17 Oak Eaves Detail GTS OF 04 A 04/12/17 Oak Purlin Detail GTS SC 01 A 04/12/17 Typical Steel Baseplate Detail GTS SC 02 A 04/12/17 Brickwork Steel Support Detail GTS CB 01 A 04/12/17 Cavity Barriers for Party Houses GTS CB 02 A 04/12/17 Cavity Barriers for Flats GTS UV 01 A 04/12/17 Brick Cladding Detail: U-Value Options GTS UV 02 A 04/12/17 Timber/Render Cladding Detail: U-Value Options GTS UV 03 A 04/12/17 SIPs Roof Detail: U-Value Options Contents N/A 04/12/2017 M.B. N/A A

4 Kingspan Insulation Technical Advisory -EN Testing on Kingspan TEK TEK DOCUMENT NUMBER 001 JAN 2016 This Document covers the EN testing for the Kingspan TEK panel. TECHNICAL NOTE Kingspan Insulation Limited have moved All of the Fire resistance testing that we undertake to the EN methods to fit with the European norm. The EN test methods are considered to be slightly more severe than the BS methods/ BS 476 parts 20, 21 and 22. The build-up tested was a: 15mm fire resistant plasterboard fixed to a 25mm timber batten-onto the 142mm TEK panel. The construction achieved 77minutes insulation and integrity. Report number Exova have confirmed the following through Assessment: Internal Lining TEK Panel Fire resistance in minutes 9.5mm regular Plasterboard* 142 or 172mm 30 mins 1x 12.5mm Fire resistant PB 142 or 172mm 60 mins 1x 15mm Fire resistant PB 142 or 172mm 77 mins (test result) 2x 12.5mm Fire resistant PB 142 or 172mm 90 mins 1x 12.5mm Magnesium Oxide 142 or 172mm 120 mins minimum (product board or similar can be fitted to the outside should the fire resistant level be required in both directions) FURTHER DETAILS *Other internal finishes can be used please discuss with Kingspan Insulation Ltd We trust the foregoing technical note is of assistance. Please do not hesitate to contact us in the event of any further queries. Tel: +44 (0) Fax: +44 (0) techincal@kingspaninsulation.co.uk EN Testing on Kingspan N/A 04/12/2017 M.B. N/A A

5 Application Fastener Type Spacing Fixing soleplate Panel straps to substructure/foundations Specifications should be in accordance with project structural engineers' recommendations based upon geography and project foundation substructure Specifications should be in accordance with project structural engineers' recommendations based upon geography and project foundation substructure Fixing soleplate or combined soleplate and bottomplate As per project structural engineers' recommendations Fixing bottomplates to soleplates 3.1mm x 90 mm galvanized ring-shank nails 200mm centres in two staggered rows Fixing 15mm x 100 OSB3 splines into Kingspan TEK Building System panels Fixing bottomplates, headplates, end timbers and edge timbers into Kingspan TEK Building System panels Fixing 100mm x 110 / 140mm insulated splines or timber posts into Kingspan TEK Building System panels Fixing 100mm x 150mm bevelled headplate to Kingspan TEK Building System panels Fixing Kingspan TEK Building System wall panels at corner joints Fixing Kingspan TEK Building System roof sections at wall/floor junctions, ridge beams, intermediate purlins and gable walls Fixing joist hangers to headplate or laminated beams (fixings may vary depending on specification of joist hanger - please refer to manufacturers' instructions floor systems) Fixing I-beams/joist to joist hanger (fasteners may vary depending on specification of joist hanger - please refer to manufacturers' instructions floor system) Fixing OSB3/P5 floor decking to joists/headplate or header joist 3.1mm x 63mm galvanized ring-shank nails 3.1mm x 63mm galvanized ring-shank nails 3.1mm x 63mm galvanized ring-shank nails 3.1mm x 63mm galvanized ring-shank nails Rothoblaas TBS 8mm Ø SIP screws or similar, 50mm embedment Rothoblaas TBS 8mm Ø SIP screws or similar, 50mm embedment 3.75mm x 32mm square twist shank nails or Simpson N10 nails 3.75mm x 32mm square twist shank nails or Simpson N10 nails 3.1mm x 63mm galvanized ring-shank nails 50mm centres both sides of the panels 50mm centres both sides of the panels 50mm centres both sides of the panels 50mm centres both sides of the panels Typically at 400mm c/c, unless engineer specifies otherwise Typically at 200mm c/c, unless engineer specifies otherwise Into side and top of headplate locations marked out In pre-drilled holes for bottom flange Maximum 200mm centres Fixing rim board to headplate Skew nail 3.75mm x 75mm round wire nails 150mm Fixing OSB3/P5 floor decking to joists/rimboard 3.35mm x 65mm round wire nails 200mm Fixing brickwork cavity wall ties to Kingspan TEK Building System wall panels Fixing treated timber counter battens to Kingspan TEK Building System wall/roof panels for ventilation Simpson Strong Tie SWT50 wall ties fixed to SIP panels with stainless steel screws. ABC Spax 5mm x 60mm or EJOT M5 70mm stainless steel screws or equivalent (to penetrate through 15mm OSB/3 face) Where basic wind speed does not exceed 52m/s: 4.4 ties per m² If exceeds: 7 ties per m² Typically 300mm centres. For further guidance follow project structural engineers' recommendations Fixing Timber Frame to Soleplate 3.1mm x 63mm galvanized ring-shank nails 200mm centres in two staggered rows Fixing Timber Frame Panels to SIPs Rothoblaas TBS 8mm Ø SIP screws or similar Typically at 400mm c/c, unless engineer specifies otherwise Fixing Non-Load Bearing Timber Frame soleplates and headbinders to joist noggins Fixing Kingspan TEK Building System to oak timber framing Fixing Timber Frame Party Wall Panels to Glulam Header Beam 3.1mm x 90 mm galvanized ring-shank nails Rothoblaas TBS 8mm Ø SIP screws or similar, 50mm embedment into oak Rothoblaas TBS 8mm Ø x 160mm SIP screws or similar Skew fix 2no nails per noggin Typically at 400mm c/c, unless engineer specifies otherwise Typically at 600mm c/c, unless engineer specifies otherwise Fixing Specifications N/A 04/12/2017 M.B. N/A A

6 Plasterboard OSB Cover strip For Eaves Detail see drawing GTS RF 01 Proprietary cavity closer For Window Details, see drawing GTS WL 06 and GTS WL 07 Brick external leaf Minimum 100mm Mineral Fibre (10-33kg/m²) insulation to floor zone. Insulation not shown for clarity For Floor Details, see drawing GTS FL 01, GTS FL 02 and GTS FL 03 Proprietary cavity closer For Foundation Details, see drawings GTS GL 01 to GTS GL 05 Engineered posi floor system with 22mm thick weather resistant chipboard (minimum weight 15kg/m²) For Window Details, see drawing GTS WL 06 and GTS WL 07 SIPs 450mm wide 2000g PVCu DPC to underside of soleplate DPC Screed G.L 150 External Wall Detail Insulation DPM 1:20 04/12/2017 M.B. GTS GD 01 A

7 Plasterboard Wall Plate For Eaves Detail see drawing GTS RF 01 Proprietary cavity closer Minimum 100mm Mineral Fibre (10-33kg/m²) insulation to floor zone. Insulation not shown for clarity For Window Details, see drawing GTS WL 06 and GTS WL 07 Brick external leaf Minimum 100mm Mineral Fibre (10-33kg/m²) insulation to floor zone. Insulation not shown for clarity For Floor Details, see drawings GTS FL 01 and GTS FL 02 Proprietary cavity closer Engineered posi floor system with 22mm thick weather resistant chipboard (minimum weight 15kg/m²) For Window Details, see drawing GTS WL 06 and GTS WL 07 For Foundation Details, see drawings GTS GL 01 to GTS GL 05 DPC SIPs 450mm wide 2000g PVCu DPC to underside of soleplate Screed G.L 150 Insulation (by other) External Wall Detail: Additional Floor DPM 1:20 04/12/2017 M.B. GTS GD 02 A

8 9mm non-combustible board Roof battens and counter-battens SIPs Roof Party Wall Insulation required for acoustic performance For Floor Details, see drawings GTS FL 02 and GTS FL 03 Engineered posi floor system with 22mm thick weather resistant chipboard (minimum weight 15kg/m²) Fully filled with Rockwool Flexi (or similar approved) cavity insulation For Floor Details, see drawings GTS FL 02 and GTS FL 03 50mm min. cavity between sheathing Proprietary Party wall ties at 1200mm centres 89mm Timber frame with 9mm OSB sheathing (sheathing as required by Glosford engineer) 450mm wide 2000g PVCu DPC to underside of soleplate DPM 100mm 7N/mm² blocks 250 min. To Robust Details Layers of Plasterboard as per Robust Details ( For Foundation Details, see drawing GTS GL 03 Screed Insulation (by other) Party Wall Detail: 2 ply 89mm Timber Frame 1:20 04/12/2017 M.B. GTS GD 03 A

9 9mm non-combustible board Roof battens and counter-battens SIPs Roof Acoustic Floor System Engineered posi floor system with 18mm thick OSB3 sub-deck (by Glosford) Party Wall Insulation required for acoustic performance For Floor Details, see drawing GTS FL 03 To standard Robust Details ( 50mm min. cavity between sheathing 250 min. Resilient bar For Floor Details, see drawing GTS FL 03 89mm Timber frame with 9mm OSB sheathing (sheathing as required by Glosford engineer) Proprietary Party wall ties at 1200mm centres Fully filled with Rockwool Flexi (or similar approved) cavity insulation 450mm wide 2000g PVCu DPC to underside of soleplate 2 Layers of Plasterboard as per standard Robust Details ( Screed Insulation (by other) 100mm 7N/mm² block DPM For Foundation Details, see drawing GTS GL 03 Party Wall & Floor Detail: 2 ply 89mm Timber Frame 1:20 04/12/2017 M.B. GTS GD 04 A

10 Roof battens and counter-battens SIPs Roof SIPs External Wall Acoustic Floor System External Wall Finish Lead Flashing SIPs Roof 140mm Timber frame Engineered posi floor system with 18mm thick OSB3 sub-deck 89mm Timber Frame Party Wall Insulation required for acoustic performance To standard Robust Details ( 9mm OSB sheathing (sheathing as required by Glosford engineer) 450mm wide 2000g PVCu DPC to underside of soleplate 300 min. Resilient bar Fully filled with Rockwool Flexi (or similar approved) cavity insulation 2 Layers of Plasterboard as per standard Robust Details ( Foundation Block Screed Insulation (by other) Party Walls & Floors In Different Height Buildings 1:20 04/12/2017 M.B. GTS GD 05 A

11 Brick cladding with min. 50mm cavity (see Claddings detail: GTS WL 03). All cladding to be built after SIPs are erected Treated soleplate Breather membrane must overhang bottom of soleplate by 50mm min DPC Open perpends to ventilate and drain the cavity. Spaced at max. 1500mm centres G.L 150 Bottom rail 90mm ringshank nails 3.1 x 63mm nails DPM / DPC : See GTS FL 04 detail 450mm wide 2000g PVCu DPC to underside of soleplate Soleplate fixings as specified by Glosford engineer Screed Insulation Min. Cavity 50mm XX DPM/Radon barrier **Concrete block/shuttered upstand for support/connection of soleplate. Minimum width of SIPs panel **All masonry blocks below sole plates are to be a MINIMUM of 7N/mm² crushing strength concrete blocks to BS EN 771. Use of Aircrete Bricks and Blocks will not be accepted by Glosford. Use of Class A and Class B engineering bricks are not structurally acceptable. THE BELOW BRICK TYPES ARE NOT PERMITTED Application Fastener Type Spacing Fixing soleplate Specifications should be in accordance with project structural engineers' recommendations based upon geography and project foundation substructure Fixing soleplate or combined soleplate and bottomplate Panel Fixing straps bottomplates to substructure/foundations to soleplates Specifications 3.1mm x 90 mm should galvanized be in accordance ring-shank nails with project 200mm As per project centres structural in two staggered engineers' rows Fixing 15mm x 100 OSB3 splines into Kingspan TEK Building System panels Fixing bottomplates, headplates, end timbers and edge timbers into Kingspan TEK Building System panels 3.1mm x 63mm galvanized ring-shank nails 3.1mm x 63mm galvanized ring-shank nails 50mm centres both sides of the panels 50mm centres both sides of the panels Fixing 100mm x 110 / 140mm insulated splines or 3.1mm x 63mm galvanized ring-shank nails 50mm centres both sides of the panels Foundation Detail: Brick Cladding 1:10 04/12/2017 M.B. GTS GL 01 A

12 Cladding: polymer render or timber, fixed on timber battens (sized by architect's project) at 400c/c. See Claddings detail: GTS WL 03 Bottom rail 90mm ringshank nails Treated soleplate Insect Mesh 25mm min space for air circulation Breather membrane must overhang bottom of soleplate by 50mm min 3.1 x 63mm nails DPM / DPC : See GTS FL 04 detail 450mm wide 2000g PVCu DPC to underside of soleplate Plinth to be built after SIPs have been erected 150 G.L DPM/Radon Barrier A clear cavity may not be required here. Please confirm this with your building warranty provider XX Soleplate fixings as specified by Glosford engineer **Concrete block/shuttered upstand for support/connection of soleplate. See Ground Requirements **All masonry blocks below sole plates are to be a MINIMUM of 7N/mm² crushing strength concrete blocks to BS EN 771. Use of Aircrete Bricks and Blocks will not be accepted by Glosford. Use of Class A and Class B engineering bricks are not structurally acceptable. THE BELOW BRICK TYPES ARE NOT PERMITTED Application Fastener Type Spacing Fixing soleplate Specifications should be in accordance with project structural engineers' recommendations based upon geography and project foundation substructure Fixing soleplate or combined soleplate and bottomplate Panel Fixing straps bottomplates to substructure/foundations to soleplates Specifications 3.1mm x 90 mm should galvanized be in accordance ring-shank nails with project 200mm As per project centres structural in two staggered engineers' rows Fixing 15mm x 100 OSB3 splines into Kingspan TEK Building System panels Fixing bottomplates, headplates, end timbers and edge timbers into Kingspan TEK Building System panels 3.1mm x 63mm galvanized ring-shank nails 3.1mm x 63mm galvanized ring-shank nails 50mm centres both sides of the panels 50mm centres both sides of the panels Fixing 100mm x 110 / 140mm insulated splines or 3.1mm x 63mm galvanized ring-shank nails 50mm centres both sides of the panels Foundation Detail: Cladding 1:10 04/12/2017 M.B. GTS GL 02 A

13 Timber frame 450mm wide 2000g PVCu DPC to underside of soleplate (to be lapped with DPM - by others) 3.1mm x 63mm nails Treated soleplate Non shrink grout by client Screed Insulation Holding down fixings to engineers requirements Timber Frame 100mm block for 89mm Timber Walls 140mm block for 140mm Timber Walls 7N/mm² minimum grade Breather membrane must overhang bottom of soleplate by 50mm min 450mm wide 2000g PVCu DPC to underside of soleplate (to be lapped with DPM - by others) 3.1 x 90mm ringshank nails 3.1 x 63mm nails Silicone Bead Treated Soleplate Screed Insulation Non shrinkable grout Holding down fixings to engineers requirements SIPs Concrete block/shuttered upstand for support/connection of soleplate. 7N/mm² minimum grade. The use of aircrete bricks and blocks and Class A and Class B engineering bricks is not accepted Application Fastener Type Spacing Fixing soleplate Specifications should be in accordance with project structural engineers' recommendations based upon geography and project foundation substructure Fixing soleplate or combined soleplate and bottomplate Panel Fixing straps bottomplates to substructure/foundations to soleplates Specifications 3.1mm x 90 mm should galvanized be in accordance ring-shank nails with project 200mm As per project centres structural in two staggered engineers' rows Fixing 15mm x 100 OSB3 splines into Kingspan TEK Building System panels Fixing bottomplates, headplates, end timbers and edge timbers into Kingspan TEK Building System panels 3.1mm x 63mm galvanized ring-shank nails 3.1mm x 63mm galvanized ring-shank nails 50mm centres both sides of the panels 50mm centres both sides of the panels Fixing 100mm Timber Frame x 110 / Panels 140mm to insulated SIPs splines or Rothoblaas 3.1mm x 63mm TBS galvanized 8mm Ø SIP ring-shank screws or similar nails 50mm Typically centres at 400mm both c/c, sides unless of the engineer panels specifies otherwise Fixing Non-Load Bearing Timber Frame 3.1mm x 90 mm galvanized ring-shank nails Skew fix 2no nails per noggin Foundation Detail: Internal Wall 1:10 04/12/2017 M.B. GTS GL 03 A

14 Amplified area TRADA Detail SIPs Fix SIP to Edge Timber with 3.1mm x 63mm 50mm c/c Glosford DPC and others DPM left overlong on internal face and sealed by others with appropriate sealant Soleplate Minimum 5mm shim to allow for injection of non-shrinkable grout DPM/Radon Barrier 450mm wide 2000g PVCu DPC to underside of soleplate Block/concrete upstand Foundation Detail: DPC and DPM 1:2 04/12/2017 M.B. GTS GL 04 A

15 silicone bead shown thus Breather membrane must overhang bottom of soleplate by 50mm min Treated soleplate Fix edge timber to soleplate using 3.1 x 90mm ringshank centres. Fix SIP to edge timber with 3.1 x 63mm 50mm c/c Minimum 5mm shim to allow for injection of non shrinkable grout 450mm Wide 2000g PVCu DPC to underside of soleplate Shim (if necessary) Soleplate fixings as specified by Glosford Engineering Notes: 1). Substructure to be ±5 mm in level, ±10 mm in line. 2). Soleplates must be level, square and straight. Soleplates to be levelled on PVCu packers. Continual structural grout is to be carried out by main contractor / client to provide the longterm load transfer of the soleplate to the foundation. 3). Structural grout to be installed prior to the cladding of the building being commenced. 4). Soleplate may require packing level, which will be by Glosford to a maximum of 20mm with non load bearing shims. 5). Soleplates to be fixed down to foundation with proprietary fixings at centres agreed by Glosford engineer. 6). Soleplates must be fully supported and not overhang or set back from slab by more than 20 mm (NHBC 6.2-S2). 7). SIP soleplate should be a minimum of 150mm above external ground level. Application Fastener Type Spacing Fixing soleplate Specifications should be in accordance with project structural engineers' recommendations based upon geography and project foundation substructure Fixing soleplate or combined soleplate and bottomplate Fixing bottomplates to soleplates 3.1mm x 90 mm galvanized ring-shank nails 200mm centres in two staggered rows Fixing 15mm x 100 OSB3 splines into Kingspan TEK Building System panels Fixing bottomplates, headplates, end timbers and edge timbers into Kingspan TEK Building System panels 3.1mm x 63mm galvanized ring-shank nails 3.1mm x 63mm galvanized ring-shank nails Soleplate/Packer Detail 50mm centres both sides of the panels 50mm centres both sides of the panels 1:5 04/12/2017 M.B. GTS GL 05 A

16 Garage Notes: Garage finished floor level to be 150mm minimum below house finished floor level. Sole Plate to be at one level throughout. Two layers of 12.5mm plasterboard to garage walls and a minimum of 30mm plasterboard to ceilings. Sole Plates at Same Level FFL FINISHED GARAGE FLOOR 150 Garage Soleplate Setting Out 1:5 04/12/2017 M.B. GTS GL 06 A

17 Breather membrane 3.1 x 63mm nails Expanding urethane sealant in joints 142mm SIPs 100 x 110mm insulated spline (100 x 110mm timber post if necessary) Breather membrane 3.1 x 63mm nails Expanding urethane sealant in joints 172mm SIPs 100 x 140mm insulated spline (100 x 140mm timber post if necessary) Application Fastener Type Spacing Fixing 100mm x 110 / 140mm insulated splines or timber posts into Kingspan TEK Building System panels 3.1mm x 63mm galvanized ring-shank nails 50mm centres both sides of the panels SIP-to-SIP Connection Detail 1:5 04/12/2017 M.B. GTS WL 01 A

18 SIPs Panel Timber Frame Stud Wall Breather membrane 8 x 200mm screw for 142mm SIPs 8 x 220mm screw for 172mm 400mm centres silicone bead shown thus 8 x 200mm screw for 142mm SIPs 8 x 220mm screw for 172mm 400mm centres Breather membrane SIPs 3.1 x 63mm nails Application Fastener Type Spacing Fixing bottomplates, headplates, end timbers and edge timbers into Kingspan TEK Building System panels Fixing Kingspan TEK Building System wall panels at corner joints 3.1mm x 63mm galvanized ring-shank nails Rothoblaas TBS 8mm Ø SIP screws or similar, 50mm embedment SIP Connection Details 50mm centres both sides of the panels Typically at 400mm c/c, unless engineer specifies otherwise 1:5 04/12/2017 M.B. GTS WL 02 A

19 Timber cladding Polymer Render cladding Plasterboard Cement Particle Board Plasterboard Minimum 25 x 50mm vertical timber 400c/c SIPs Minimum 25 x 50mm vertical timber battens SIPs Breather membrane Breather membrane Timber (Horizontal) Render All cavities to be vented and drained Brick cladding 50mm cavity Plasterboard Horizontal timber battens Plasterboard Stainless steel cavity wall tie SIPs Vertical timber battens Vertical timber cladding SIPs Breather membrane Breather membrane Brick Timber (Vertical) External Wall Detail: Various Cladding 1:10 04/12/2017 M.B. GTS WL 03 A

20 silicone bead shown thus Plasterboard lining. Min 22kg/m² to Robust Details 9.5mm OSB sheathing to party walls as required by timber frame engineer Insulation for acoustic purposes Rockwool Flexi (or similar approved) to full fill cavity 25 x 38mm vertical timber battens 8mm SIP Screw SIPs 50 Breather membrane with vertical laps of 150mm min Stainless steel wall ties fixed with stainless steel screws 65mm polythene wrapped mineral wool cavity barrier Application Fastener Type Spacing Fixing Timber Frame Panels to SIPs Rothoblaas Specifications TBS should 8mm be Ø SIP in accordance screws similar with project Fixing Typically soleplate 400mm or combined c/c, unless soleplate engineer specifies otherwise Fixing Non-Load Bearing Timber Frame 3.1mm x 90 mm galvanized ring-shank nails Skew fix 2no nails per noggin External Party Wall Plan Junction 1:5 04/12/2017 M.B. GTS WL 04 A

21 silicone bead shown thus 9.5mm OSB sheathing to party walls to be agreed by timber frame engineer Rockwool Flexi (or similar approved) to full fill cavity Insulation for acoustic purposes 8mm SIP Screw 65mm polythene wrapped mineral wool cavity barrier SIPs Plasterboard lining. Min 22kg/m² to Robust Details - on battens if service void required Breather membrane with vertical laps of 150 mm min SIPs Cavity Brickwork Application Fastener Type Spacing Fixing Timber Frame Panels to SIPs Rothoblaas Specifications TBS should 8mm be Ø SIP in accordance screws similar with project Fixing Typically soleplate 400mm or combined c/c, unless soleplate engineer specifies otherwise Plan Junction of Separating Wall Stagger Fixing Non-Load Bearing Timber Frame 3.1mm x 90 mm galvanized ring-shank nails Skew fix 2no nails per noggin 1:5 04/12/2017 M.B. GTS WL 05 A

22 25 x 50mm slate/tile battens 8 x 140mm screw 8 x 200mm screw for 142 SIPs 8 x 220mm screw for mm centres 2no 100mm wide strips of overlapping Rothoblaas Flexi Band tape (or similar) to ridge OSB Cover strips 25 x 50mm counter 400 c/c max. Fixed as noted below Breather membrane SIPs Headbinder (site adjusted/fitted) Glulam ridge beam in pocket in wall Load-bearing wall (sheathed with 9mm OSB if required by Glosford engineer - shown by dashed line) silicone bead shown thus Application Fastener Type Spacing Fixing Kingspan TEK Building System roof sections at wall/floor junctions, ridge beams, intermediate purlins and gable walls Rothoblaas Specifications TBS should 8mm be Ø SIP in accordance screws similar, with project 50mm embedment Fixing Typically soleplate 200mm or combined c/c, unless soleplate engineer specifies otherwise Fixing treated joist hangers timber to counter headplate battens or laminated to 3.75mm ABC Spax x 5mm 32mm x square 60mm twist or EJOT shank M5 nails 70mm or Simpson stainless steel N10 Into Typically side and 300mm top centres. of headplate For further locations Kingspan TEK Building System wall/roof panels screws or equivalent (to penetrate through 15mm OSB/3 guidance follow project structural for ventilation face) engineers' recommendations Fixing Timber Frame to Soleplate 3.1mm x 63mm galvanized ring-shank nails 200mm centres in two staggered rows Load-Bearing Wall to SIP Roof Detail 1:5 04/12/2017 M.B. GTS WL 06 A

23 Joinery Head Stainless steel wall tie Timber Headbinder DPC dressed over lintel and tucked under breather paper Lintel Brick support lintel Open Perpends to ventilate and drain cavity SIPs Sealant Edge Timber Joinery Cill Compressible sealant DPC dressed into groove and staple fixed to pinch batten Breather membrane 47 x 47 timber cavity fire barrier or proprietary cavity closer SIPs Window Head & Cill Detail 1:5 04/12/2017 M.B. GTS WL 07 A

24 Plasterboard lining - on battens if service void required SIPs Breather membrane 47 x 47mm timber cavity fire barrier or proprietary cavity closer DPC staple fixed to pinch batten and into window frame groove Window Jamb Detail 1:4 04/12/2017 M.B. GTS WL 08 A

25 Pack between lining & jamb studs at fixing positions 3 tol. Threshold may be omitted Leaf Size 32 6 tol. Door leaf 1981/ tol structural opening for 1981 door leaf 2100 structural opening for 2040 door leaf Glosford SIPs Standard Door Openings Imperial doors (1981 high) Leaf Structural opening x x x x x x x x x2040 Pair x2040 Pair x2040 Pair x2040 Pair x2040 Pair x2040 Pair x2040 Pair x2040 Pair x2040 Metric Doors (2040 high) Leaf Structural opening x x x x x x2100 Pair x2100 Pair x2100 Pair x2100 Pair x2100 Pack between lining & jamb studs at fixing positions NOTE: Internal door sizes to be used by Glosford if no internal door schedule is supplied. Internal Door Lining Detail 1:2.5 04/12/2017 M.B. GTS WL 09 A

26 Wall Tie Weephole over air brick Internal grille 25 min External grille 25 min Fully filled with mineral wool Cavity barrier Breather membrane SIPs MVHR System 1:4 04/12/2017 M.B. GTS WL 10 A

27 SIPs DPC tray above opening Plasterboard lining - on battens if service void required Fully filled with mineral wool 25 min FLUE 25 min 65 mm polythene wrapped mineral wool cavity barrier BOILER Additional layer of plasterboard behind boiler Openings for flues to be a minimum of 500mm from the top of the panel and 300mm from the side of the panel Balanced Flue Boiler Installation 1:5 04/12/2017 M.B. GTS WL 11 A

28 DPC tray above opening to extend 150 mm either side SIPs 65 mm polythene wrapped mineral wool cavity barrier Plasterboard lining - on battens if service void required 15mm min gap between back of meter box and breather membrane 1000mm max. 500 mm min. Ground Level Meter Box Installation 1:5 04/12/2017 M.B. GTS WL 12 A

29 Plasterboard lining - on battens if service void required DPC tray above opening Fully filled with mineral wool 25 min 25 min 47 x 47 timber cavity fire barrier or proprietary cavity closer SIPs Breather membrane Extract Fan Installation 1:5 04/12/2017 M.B. GTS WL 13 A

30 Chimney above Ground Floor SIPs Chimney at Ground Floor 100 min Brickwork over 50 min 200 min Mineral wool cavity barrier SIPs External Chimney Detail 1:10 04/12/2017 M.B. GTS WL 14 A

31 Roofing Underlay Continuous 333 x 50mm Fireus Fireshield fire and cavity barrier 600 Roof truss 100mm (min) mineral wool insulation between ceiling joists - 10kg/m³ min Plasterboard ceiling Insulation for acoustic purposes - not needed above ceiling 2 layers of plasterboard to Robust Details - Rockwool Flexi (or similar approved) to full fill cavity Party Wall to Roof Truss Detail 1:10 04/12/2017 M.B. GTS WL 15 A

32 Window lintel support post to Glosfords engineers specification Timber Lintel to Glosfords engineers specification 50 x 108mm window head timber (142 SIPs) 40 x 138mm window head timber (172 SIPs) 15mm thick OSB cover strip SIP to window head Timber Lintel to Glosfords engineers specification 50 x 108mm door head timber (142 SIPs) 40 x 138mm door head timber (172 SIPs) Door lintel support post to Glosfords engineers specification 50 x 108mm head plate (142 SIPs) 40 x 138mm head plate (172 SIPs) 100 x 110mm insulated spline (142 SIPs) (100 x 110mm timber post if necessary) 80 x 140mm insulated spline (172 SIPs) (80 x 140mm timber post if necessary) Expanding urethane foam to be applied to rout in panel before inserting splines/timbers to seal joints 50 x 108mm window bottom timber (142 SIPs) 40 x 138mm window bottom timber (172 SIPs) SIP bottom plate - to be cut out of doorway after erection Soleplate - to be cut out of doorway after erection TEK panels stitched to framing elements with 3.1 x 63mm ringshank 50mm centres both sides of the panels SIP consists of a fibre-free rigid urethane insulation core between 2no 15mm OSB3 boards 50 x 108mm bottom plate (142 SIPs) 40 x 138mm bottom plate (172 SIPs) 38 x 140mm soleplate (142 SIPs) 44 x 172mm soleplate (172 SIPs) Silicone sealant between soleplate and bottom plate 50 x 108mm end timber (142 SIPs) 40 x 138mm end timber (172 SIPs) Isometric View of Typical Wall Construction N.T.S. 04/12/2017 M.B. GTS WL 16 A

33 47 x 72mm Intermediate joists packer Breather membrane Bottom Plate 90mm ringshank nails 3.1 x 63mm nails 47 x 72mm Continuous packer SIPs Minimum 100mm Mineral Fibre (10-33kg/m²) insulation to floor zone Engineered posi floor system with 22mm thick weather resistant chipboard (minimum weight 15kg/m²) Application Fastener Type Spacing Fixing bottomplates, headplates, end timbers and edge timbers into Kingspan TEK Building System panels Specifications 3.1mm x 63mm should galvanized be in accordance ring-shank nails with project Fixing 50mm soleplate centres both or combined sides of the soleplate panels Fixing 100mm bottomplates x 110 / to 140mm soleplates insulated splines or 3.1mm x 63mm 90 galvanized ring-shank nails 50mm 200mm centres both in two sides staggered of the panels rows Fixing joist 15mm hangers x 100 OSB3 to headplate splines into or laminated Kingspan 3.1mm 3.75mm x x 63mm 32mm galvanized square twist ring-shank nails nails or Simpson N10 Into 50mm side centres and top both of headplate sides of the locations panels beams (fixings may vary depending on specification of joist hanger - please refer to manufacturers' instructions floor systems) nails marked out Fixing I-beams/joist to joist hanger (fasteners 3.75mm x 32mm square twist shank nails or Simpson N10 In pre-drilled holes for bottom flange Posi Joist Detail for Houses 1:10 04/12/2017 M.B. GTS FL 01 A

34 47mm x 72mm Intermediate joists packer Breather membrane Bottom Plate 47 x 72mm Continuous packer SIPs 90mm ringshank nails Acoustic Floor System (by others if required) 65 mm polythene wrapped mineral wool cavity barrier Glulam Beam for Acoustic Performance Resilient bar Engineered posi floor system with 18mm thick OSB3 sub-deck Application Fastener Type Spacing Fixing bottomplates, headplates, end timbers and edge timbers into Kingspan TEK Building System panels Specifications 3.1mm x 63mm should galvanized be in accordance ring-shank nails with project Fixing 50mm soleplate centres both or combined sides of the soleplate panels Fixing 100mm bottomplates x 110 / to 140mm soleplates insulated splines or 3.1mm x 63mm 90 galvanized ring-shank nails 50mm 200mm centres both in two sides staggered of the panels rows Fixing joist 15mm hangers x 100 OSB3 to headplate splines into or laminated Kingspan 3.1mm 3.75mm x x 63mm 32mm galvanized square twist ring-shank nails nails or Simpson N10 Into 50mm side centres and top both of headplate sides of the locations panels beams (fixings may vary depending on specification of joist hanger - please refer to manufacturers' instructions floor systems) nails marked out Fixing I-beams/joist to joist hanger (fasteners 3.75mm x 32mm square twist shank nails or Simpson N10 In pre-drilled holes for bottom flange Posi Joist Detail for Flats 1:10 04/12/2017 M.B. GTS FL 02 A

35 Cavity full filled with Rockwool Flexi (or similar approved) 9mm OSB sheathing (sheathing as required by Glosford engineer) 90mm ringshank nails Insulation required for acoustic performance 3.1 x 63mm nails Acoustic Floor System (by others if required) Timber blocking Resilient Bar 8 x 160mm TBS screws 2 Layers of Plasterboard Engineered posi floor system with 18mm thick OSB3 sub-deck 2 Layers of plasterboard as per Robust Details min. Typical party floor / party wall posi joist detail. Alternative acoustic floor systems available. Acoustic floor build up and resilient bar by other. Application Fastener Type Spacing Fixing bottomplates, headplates, end timbers and edge timbers into Kingspan TEK Building System panels Specifications 3.1mm x 63mm should galvanized be in accordance ring-shank nails with project Fixing 50mm soleplate centres both or combined sides of the soleplate panels Fixing 100mm bottomplates x 110 / to 140mm soleplates insulated splines or 3.1mm x 63mm 90 galvanized ring-shank nails 50mm 200mm centres both in two sides staggered of the panels rows Fixing joist 15mm hangers x 100 OSB3 to headplate splines into or laminated Kingspan beams (fixings may vary depending on specification of joist hanger - please refer to manufacturers' instructions floor systems) 3.75mm 3.1mm x x 63mm 32mm galvanized square twist ring-shank nails nails or Simpson N10 nails Into 50mm side centres and top both of headplate sides of the locations panels marked out Fixing I-beams/joist to joist hanger (fasteners 3.75mm x 32mm square twist shank nails or Simpson N10 In pre-drilled holes for bottom flange Party Floor Posi Joist Detail 1:10 04/12/2017 M.B. GTS FL 03 A

36 Panel Skew Nailed through onto Noggin with a Min. of 2 No. Ø3.35 Galvanized Wire Nails Key: Floor 600mm Centres Ceiling 600mm Centres Both Floor & Ceiling Noggins Simpson ZS47N Clips 47 x 97mm Floor Partition 600mm c/c max. 22mm T&G chipboard decking Posi Depth Varies 47 Plasterboard 47 Inverted Simpson ZS47N Clips 47 x 97mm Ceiling 600mm c/c max. Application Fastener Type Spacing Fixing Timber Frame to Soleplate Specifications 3.1mm x 63mm should galvanized be in accordance ring-shank nails with project Fixing 200mm soleplate centres or in two combined staggered soleplate rows Fixing Timber Non-Load Frame Bearing Panels Timber to SIPs Frame soleplates and headbinders to joist noggins 3.1mm x 90 mm galvanized ring-shank nails Posi Joist with Parallel Non-Load Bearing Walls Skew Typically fix 2no at 400mm nails per c/c, noggin unless engineer Fixing Kingspan TEK Building System to oak SIP screws or similar, 50mm Typically at 400mm c/c, unless engineer 1:20 04/12/2017 M.B. GTS FL 04 A

37 Typical 22mm T&G decking Intermediate 47 x 97mm noggins between posi joists Continuous header beam. Load bearing wall fixed to header beam with 8 x 160mm TBS 600mm max. centres (unless otherwise stated) Engineered posi floor system with 22mm thick weather resistant chipboard (minimum weight 15kg/m²) Timber frame load bearing wall with 9mm OSB sheathing to Glosfords engineers specification. Head binder to be site fitted Application Fastener Type Spacing Fixing Timber Frame to Soleplate Specifications 3.1mm x 63mm should galvanized be in accordance ring-shank nails with project Fixing 200mm soleplate centres or in combined two staggered soleplate rows Fixing Timber Frame Panels to SIPs Top Hung Posi Joist on Load Bearing Walls - 1 Noggin Typically at 400mm c/c, unless engineer 1:20 04/12/2017 M.B. GTS FL 05 A

38 Typical 22mm T&G decking Intermediate 47 x 72mm noggins between posi joists Continuous header beam. Load bearing wall fixed to header beam with 8 x 160mm TBS 600mm max. centres (unless otherwise stated) Engineered posi floor system with 22mm thick weather resistant chipboard (minimum weight 15kg/m²) Timber frame load bearing wall with 9mm OSB sheathing to Glosfords engineers specification. Head binder to be site fitted Posi joists of different widths Intermediate 47 x 72mm noggins between posi joists Application Fastener Type Spacing Fixing Timber Frame to Soleplate Specifications 3.1mm x 63mm should galvanized be in accordance ring-shank nails with project Fixing 200mm soleplate centres or in combined two staggered soleplate rows Fixing Timber Frame Panels to SIPs Top Hung Posi Joist on Load Bearing Walls - 2 Noggins Typically at 400mm c/c, unless engineer 1:20 04/12/2017 M.B. GTS FL 06 A

39 Strongback brace tight to underside of top chord (depth to suit - see below) Strongback bracing required to clear spans over approx. 4000mm Strongback twice nailed to vertical Strongback Minimum Requirements Below: 47 x 97mm* TR26 timber for 225 & 253mm deep Joists 47 x 147mm* TR26 timber for 304 & 373mm deep Joists Typical Strongback Detail 1:15 04/12/2017 M.B. GTS FL 07 A

40 38 x 89mm Timber Blocks fixed using 2No. Ø3.1 x 90mm Nails to Top and Bottom Chords View on Posi Type 1 View on Posi Type 2 Strongback Nailed to Change of Span Noggin using 2No. Ø3.1 x 90mm Nails Posi Type 1 Posi Type 2 Strongback Change of Span Detail 1:20 04/12/2017 M.B. GTS FL 08 A

41 7.5 Tolerance 7.5 Tolerance Trimmer Joist Direction 2No. 38 x 89 mm C16 Ledger Timbers fixed to Trimmer / External Wall Splines the full length of floor opening. Fix with TBS 8 x 140mm screws to trimmers and TBS 8 x 200/220mm to SIPs (from outside) at 400mm max. centres and at either end of ledger - Minimum end distance for first TBS screw to be 100mm, Maximum end distance for first TBS screw to be 150mm. TBS screws fixed centrally in depth of 89mm ledger 7.5 Tolerance 7.5 Tolerance Trimmer Joist Direction 45mm x Joist Depth PERMANENTLY fixed with TBS 8 x 100mm screws centrally in 47mm depth of chords at MAX 600mm centres, (avoid metal webs) Clear spans up to 3.6 m wide: Joists 38x140mm at 400mm centres Stairway Opening Infill Panels 1:10 04/12/2017 M.B. GTS FL 09 A

42 25 x 50mm 400 c/c max. fixed as noted below Breather membrane 25 x 50mm slate/tile battens Roof SIPs Breather membrane Tilting fillet 8 x 200mm screw for 142mm SIPs 8 x 220mm screw for 172mm SIPs 15mm OSB cover strip Proprietary fascia board Timber Wall Plate 3.1 x 63mm nails Plumb and seatcut for fascia & soffit. Site tolerance 10mm for position and alignment to be packed silicone bead shown thus Wall SIPs Application Fastener Type Spacing Fixing bottomplates, headplates, end timbers and edge timbers into Kingspan TEK Building System panels Fixing Kingspan TEK Building System roof sections at wall/floor junctions, ridge beams, intermediate purlins and gable walls Fixing treated timber counter battens to Kingspan TEK Building System wall/roof panels for ventilation 3.1mm x 63mm galvanized ring-shank nails Rothoblaas TBS 8mm Ø SIP screws or similar, 50mm embedment ABC Spax 5mm x 60mm or EJOT M5 70mm stainless steel screws or equivalent (to penetrate through 15mm OSB/3 face) Eaves Detail 50mm centres both sides of the panels Typically at 200mm c/c, unless engineer specifies otherwise Typically 300mm centres. For further guidance follow project structural engineers' recommendations 1:5 04/12/2017 M.B. GTS RF 01 A

43 silicone bead shown thus 8 x 140mm screw Breathable membrane (with 150mm overlap at ridge) Breather membrane 25 x 50mm slate/tile battens 2no 100mm wide strips of overlapping Rothoblaas Flexi Band tape (or similar) to ridge OSB Cover strips 25 x 50mm counter 400 c/c max. Fixed as noted below SIPs Glulam ridge beam 8 x 200mm screw for 142mm SIPs 8 x 220mm screw for 172mm SIPs Application Fastener Type Spacing Fixing bottomplates, headplates, end timbers and edge timbers into Kingspan TEK Building System panels Specifications 3.1mm x 63mm should galvanized be in accordance ring-shank nails with project Fixing 50mm soleplate centres both or combined sides of the soleplate panels Fixing 100mm Kingspan x 110 TEK / Building 140mm insulated System roof splines or Rothoblaas 3.1mm x 63mm TBS galvanized 8mm Ø SIP ring-shank screws or similar, nails 50mm 50mm Typically centres at 200mm both c/c, sides unless of the engineer panels sections at wall/floor junctions, ridge beams, embedment specifies otherwise intermediate purlins and gable walls Fixing treated joist hangers timber to counter headplate battens or laminated to 3.75mm ABC Spax x 5mm 32mm x square 60mm twist or EJOT shank M5 nails 70mm or Simpson stainless steel N10 Into Typically side and 300mm top centres. of headplate For further locations Kingspan TEK Building System wall/roof panels screws or equivalent (to penetrate through 15mm OSB/3 guidance follow project structural for ventilation face) engineers' recommendations Fixing Timber Frame to Soleplate 3.1mm x 63mm galvanized ring-shank nails 200mm centres in two staggered rows Ridge Detail 1:5 04/12/2017 M.B. GTS RF 02 A

44 25 x 50mm counter 400 c/c max. Fixed as noted below 25 x 50mm slate/tile battens Breather membrane 8 x 200mm screw for 142mm SIPs 8 x 220mm screw for 172mm SIPs Breather membrane SIPs Glulam purlin (size varies) Application Fastener Type Spacing Fixing Kingspan TEK Building System roof sections at wall/floor junctions, ridge beams, intermediate purlins and gable walls Rothoblaas TBS 8mm Ø SIP screws or similar, 50mm embedment Purlin Detail Typically at 200mm c/c, unless engineer specifies otherwise 1:4 04/12/2017 M.B. GTS RF 03 A

45 silicone bead shown thus 2no 100mm wide strips of overlapping Rothoblaas Flexi Band tape (or similar) to valley Fix SIP to fillet 3.1 x 63mm 50mm c/c OSB Cover Strip 8 x 140mm 400c/c. Minimum embedment 50mm into opposing timber Fillets (to engineers specification) Application Fastener Type Spacing Fixing bottomplates, headplates, end timbers and edge timbers into Kingspan TEK Building System panels Fixing Kingspan TEK Building System roof sections at wall/floor junctions, ridge beams, intermediate purlins and gable walls 3.1mm x 63mm galvanized ring-shank nails Rothoblaas TBS 8mm Ø SIP screws or similar, 50mm embedment 50mm centres both sides of the panels Typically at 200mm c/c, unless engineer specifies otherwise Equal Valley Detail 1:4 04/12/2017 M.B. GTS RF 04 A

46 silicone bead shown thus Fix SIP to fillet with 3.1 x 63mm 50mm c/c Fillets (to engineers specification) Breather membrane OSB Cover Strip 8 x 140mm 400c/c. Minimum embedment 50mm into glulam beam Glulam valley beam Application Fastener Type Spacing Fixing bottomplates, headplates, end timbers and edge timbers into Kingspan TEK Building System panels Specifications 3.1mm x 63mm should galvanized be in accordance ring-shank nails with project Fixing 50mm soleplate centres both or combined sides of the soleplate panels Fixing Kingspan 100mm x 110 TEK / Building 140mm insulated System roof splines or Rothoblaas 3.1mm x 63mm TBS galvanized 8mm Ø SIP ring-shank screws or similar, nails 50mm 50mm Typically centres at 200mm both c/c, sides unless of the engineer panels sections at wall/floor junctions, ridge beams, embedment specifies otherwise intermediate purlins and gable walls Fixing joist hangers to headplate or laminated 3.75mm x 32mm square twist shank nails or Simpson N10 Into side and top of headplate locations Equal Valley Detail - with Glulam 1:4 04/12/2017 M.B. GTS RF 05 A

47 SIP See Overlaid detail: GTS RF 07 8 x 140mm SIP 200mm staggered centres OSB cover strip 3.1 x 63mm nails Breather membrane SIP SIP 8 x 200mm screw for 142mm SIPs 8 x 220mm screw for 172mm SIPs OSB cover strip Timber Fillet silicone bead shown thus Application Fastener Type Spacing Fixing bottomplates, headplates, end timbers and edge timbers into Kingspan TEK Building System panels Specifications 3.1mm x 63mm should galvanized be in accordance ring-shank nails with project Fixing 50mm soleplate centres both or combined sides of the soleplate panels Fixing Kingspan 100mm x 110 TEK / Building 140mm insulated System roof splines or Rothoblaas 3.1mm x 63mm TBS galvanized 8mm Ø SIP ring-shank screws or similar, nails 50mm 50mm Typically centres at 200mm both c/c, sides unless of the engineer panels sections at wall/floor junctions, ridge beams, embedment specifies otherwise intermediate purlins and gable walls Fixing joist hangers to headplate or laminated 3.75mm x 32mm square twist shank nails or Simpson N10 Into side and top of headplate locations Dormer 1:20 04/12/2017 M.B. GTS RF 06 A

48 8 x 140mm SIP 200mm staggered centres 3.1 x 63mm nails OSB cover strip Timber Fillets End Timbers Dormer Roof SIP Main Roof 3.1 x 63mm 50mm centres both sides of SIP Dormer Cheek SIP OSB cover strip 8 x 200mm screw for 142 SIPs 8 x 220mm screw for mm centres Isometric View of Dormer N.T.S. 04/12/2017 M.B. GTS RF 06A A

49 silicone bead shown thus Dormer SIPs Panel Main roof fillet sits under dormer roof fillet 3.1 x 63mm nails 15mm OSB Cover strips TBS 8 x 140mm 200mm c/c max Roof SIPs Panel Application Fastener Type Spacing Fixing bottomplates, headplates, end timbers and edge timbers into Kingspan TEK Building System panels Fixing Kingspan TEK Building System roof sections at wall/floor junctions, ridge beams, intermediate purlins and gable walls 3.1mm x 63mm galvanized ring-shank nails Rothoblaas TBS 8mm Ø SIP screws or similar, 50mm embedment Overlaid Valley Detail 50mm centres both sides of the panels Typically at 200mm c/c, unless engineer specifies otherwise 1:4 04/12/2017 M.B. GTS RF 07 A

50 Roof light and fixings SIPs Counter batten XXX* Roof light and fixings Roof cladding XXX* XXX*: STRUCTURAL OPENING Size to be confirmed by the client, including any insulated collars that sit in the roof depth. SIPs Rooflight 1:10 04/12/2017 M.B. GTS RF 08 A

51 Head Binder 89mm Time Frame Parapet with 10mm OSB each side Second layer site fixed 47 x 72mm Intermediate joists packer Breather membrane Tapered Insulation Sole Plate 47 x 72mm Continuous packer SIPs Engineered posi floor system with 18mm thick Service Class 3 Plywood sub deck only. Fixing straps etc. all by other. Plasterboard Parapet Detail 1:10 04/12/2017 M.B. GTS RF 09 A

52 Roofing Underlay Slate/tiles and battens Ventilation Cavity (25mm) Trusses by Glosford. Centres and timber sizes TBC in engineering 25 Over Fascia Ventilator Insulation Head Binder Soffit Lintel, as required by engineer SIPs panel Proprietary cavity closer SIP with Truss Roof 1:10 04/12/2017 M.B. GTS RF 10 A