S UPERSTRUCTURE: 8.3 G Ed 223 Ec Eb 2279 A ROOF Ee 3562 B 1646 C 1492 D C 222 4452 Ea 2951 F E E Final setting out of Roof-Terrace to be confirmed : 6752 300 300 4550 GENERAL NOTES 443.5 D 301 GENERAL NOTES External Walls Semi−intensive Green Roof Covering System construction 2- Terrace Roof System build-up + Thermal rier etation bar vegetation barrier Wall Construction - Corten Outer / SFS Inner (Plant Room) 1 1 pebble veg performance, Roof Falls, pebble Drainage to be confirmed 11 30mm Deep Corten Cassettes -75 x 225mm C24 floor joists @ 400mm c/c's, as f following details from Roofsedsubcontractor um roof 1a sedum roo Gst to be 69mm Air Gap with Vertical Rails on HH Brackets Structural Engineers specification ing out of Roof-Terrace confirmed : GENERAL NOTES GENERAL NOTES Top of Coping 150mm Rockwool DuoSlab Insulation -Plywood decking as spec ref J42.110B 443.5 Detail U - 301 Top of Masonry 58.922 cies roof G H Ee 2 mixed spe 58.837 12.5 KnaufWindliner Sheathing Board -3mm vapour control layer Top of Coping 1 External Walls Semi−intensive Green Roof Covering System construction e Roof System build-up + Thermal Top of Masonry 58.622 150mm SFS Zone, Filled with RW45 Insulation setting out of Roof-Terrace to be confirmed : ToS - 50 mm thick upstand to be used around the perimeter of GENERAL NOTES GENERAL NOTES 58.537 1ance, Roof Falls, Drainage toFinal Wall Construction Corten Outer / SFS Inner (Plant Room) 1 443.5 58.378 be confirmed 11 12.5mm Plywood and 12.5mm GB Plasterboard and skim + the roof on the internal façade of parapets Tables & setting Tables & Benches 30mm Deep Corten Cassettes -75 x 225mm C24 f loor joists @ 400mm c/c's, as (flexible) (flixed) exposed A minimum distance 300 Covering mm to beSystem maintained between details from Roof subcontractor External concrete Walls columns Semi−intensive GreenofRoof construction 2- Terrace Roof System build-up + Thermal Terrace Wall Construction - BlockworkTables Outer / SFS Inner 69mm Air Gap with Vertical Rails on HH Brackets & Benches Structural Engineers specification U-Value = 0.18W/m2K the topRoom) of the insulation upstand and the bottom of the Corten planters Wall Construction - Corten Outer / SFS Inner (Plant 100mm fairf aced medium density blockwork(fixed) - F10/225 1 of Coping 150mm Rockwool DuoSlab Insulation perf ormance, Roof Falls, Drainage to be conf irmed -Plywood decking as spec ref J42.110B 11 & frames uplit from G H Ee horizontal roofC24 insulation. 3 50mm 22 30mm Deep Corten Cassettes -75 x 225mm floor joists @ 400mm c/c's, as either sideAir Gap with Brick Ties and Support Brackets 12.5 KnaufWindliner Sheathing497 Board -3mm vapour control layer 3no. uplights following details from Roof subcontractor Wall - Brickwork / SFS Inner of Coping -1.60 tapered insulation zone to form the fall 150mm Rockwool DuoSlab Insulation Top of Masonry Top Gst 69mmConstruction Air Gap with Vertical Rails onOuter HH Brackets Structural Engineers specif ication 58.622 150mm SFS Zone, Filled with RW45 Insulation 50 mm thick upstand to be used around the perimeter of 102.5 Black Brick as F10/110 58.537 Fst -1.5mm f ully-adhered single ply membrane as S45.110A Gst Cst Est 12.5 Knauf Windliner Sheathing Board of Coping: 150mm Rockwool DuoSlab Insulation -Plywood decking as spec ref J42.110B ing out of Roof -Terrace to ofbe confTop irmed 12.5mm Plywood and 12.5mm GB Plasterboard and skim + Detail U - 301 Top the roof on the internal f açade of parapets Masonry G H Ee 2a 58.922 GENERAL NOTES3 GENERAL NOTES 50mm Air Gap with Brick Ties and Support Brackets -root layer(s) as J42.110B 150mm SFS Zone, Filled with RW45 Insulation 58.837 443.5 12.5 Knauf Windliner Sheathing Board -3mmbarrier/protection vapour control layer The superstructure of the roof has completed and currently, the workers are constructing the structure of the plant room on the roof terrace, then the green roofing. 8400 JT3 .5x35 35 JT3 .5x35 35 220 A 1/2 bricks) 5738(25 6000 300 2400 1800 4554 bricks) 6740(305873 4800 2400 MJ 1800 1/2 bricks) 7078 bricks) 15065(67 1135 ED 07 MJ 2588(11 MJ 440(2 bricks) pebble vegetation barrier 2400 1800 2100 220 300 3650 1800 2400 1800 300 A 2100 4742 3900 Green Roof as Q37 on single ply membrane as J42.110A exposed concrete columns A minimum distance of 300 mm to be maintained between Top of Coping 150mm -drainage layer, upstand filtration to layer, substrate to depth required of Top of Masonry 58.622 150mm Rockwool SFS Zone, DuoSlab Filled withInsulation RW45 Insulation the top of the insulation upstand and the bottom - 50 mm thick be used around the perimeter U-Value = 0.18W/m2K ofsemi-intensive the 58.537 External Walls Semi−intensive Green Roof Covering System construction 12.5 Knauf Windliner Sheathing Board -80mm roof 12.5mm Plywood and 12.5mm GB Plasterboard and skim + roof insulation. the roof on the internalgreen façade ofcovering parapetsas Q37.120A horizontal Wall Construction - Corten Outer / SFS Inner GENERAL NOTES GENERAL<0.15W/m2K. NOTES Zone,columns Filled11 with RW45 Insulation (Plant Room) U-Value Ed SFS 443.5Outer 150mm 6a exposed concrete A minimum distance of 300 mm to be maintained between Wall - Brickwork / SFS Inner -1.60 tapered insulation the fall 30mmConstruction Deep Corten Cassettes -75skim x 225mm C24 floor zone joists to @form 400mm c/c's, as 12.5mm and 12.5mm GB Plasterboard and + Ec U-ValuePlywood = 0.18W/m2K the top of the insulation upstand and the bottom of the 102.5 Black Brick as F10/110 -1.5mm f ully-adhered single ply membrane as S45.110A 69mm Air Gap with Vertical Rails onX605 HH Brackets External concrete Walls columns Semi−intensive Green Roof Covering System construction Structural Engineers specification exposed horizontal roof insulation. Eb EXTERNAL PLANT 50mm Gap with1DuoSlab Brick Ties and 49 Support Brackets -root barrier/protection layer(s) as J42.110BSemi−intensive 150mmAirRockwool Insulation ED 08 Wall Construction - Corten Outer / SFS Inner (Plant Room) Green Roof Covering System construction -Plywood decking11 as spec ref J42.110B U-Value = 0.18W/m2K m2 497 Ee Wall Construction - Brickwork Outer / SFS Inner -1.60 required tapered insulation zone to form the fall 150mm Rockwool DuoSlab Insulation -drainage layer,control filtration layer, substrate to depth 30mm Deep Corten Cassettes 12.5 Knauf Windliner Sheathing Board -3mm vapour layer -75 x 225mm C24deck floortojoists @ 400mm c/c's, details as -350mm concrete Engineer's 102.5 Black Brick as F10/110 -1.5mm fully-adhered singleStructural ply membrane as S45.110A 12.5 Knauf Windliner Sheathing BoardInsulation Q37.120A 69mm AirCurtain Gap with Vertical Rails on HH Brackets -80mm 150mm SFS Zone, Filled with RW45 - 50 mmsemi-intensive thick upstandgreen to beroof usedcovering around as the perimeter of Structural Engineers ication Detail R -3301 GENERAL NOTES GENERAL NOTES External Walls -3mm vapour controlspecif layer 50mm Air Gap with Brick Ties and Support Brackets -root barrier/protection layer(s) as J42.110B M<0.15W/m2K. 14/02/18 12 Amendments to internal partitions and door position MLD 150mm SFS Zone, Filled with RW45 Insulation U-Value 150mm Rockwool DuoSlab Insulation 12.5mm Plywood and 12.5mm GB Plasterboard and skim +- ref the roof on the internal façade of parapets --Plywood as spec ref ED09 Various Systems er to windows 50 mm decking thick be J42.110B used around the perimeter H Eeschedule Drawings 150mm Insulation -drainage layer, upstand filtration to layer, substrate to depth required of L 12/01/18 MJ, CFB, Bricks setting out and downpipe position added MLD 12.5mm Plywood columns and 12.5mm GB Plasterboard andRockwool skim + DuoSlab 12.5 Knauf Windliner Sheathing Board exposed -3mm vapour layer A minimum distance ofto300 mm to beSystem maintained between External concrete Walls Semi−intensive Green Covering construction 322-324 the roof on thecontrol internal façade ofcovering parapetsas Q37.120A AmendmentsRoof roof layout following the FFI inf o Top of Coping 12.5 KnaufWindliner Sheathing Board -80mm semi-intensive green roof exposed concrete columns Top of Masonry 13/12/17 Amendments to upstand wall construction and Steel the bottom MLD 58.622 150mm Filled 7with RW45 Insulation the U-Value = 0.18W/m2K - 50 mm thick upstand to bemm usedshould around perimeter of topRoom) ofK the insulation and of the Wall Construction - Corten Outer / SFS InnerSFS Zone, U-Value 0.15W/m2K A minimum distance of 300 bethe maintained Column positions following the SE info 58.537 150mm SFS=Zone, Filled11 with RW45 Insulation (Plant U-Value <0.15W/m2K. U-Value = Corten 0.18W/m2K Semi−intensive Green Roof Covering 07/11/17 Amendments to wall construction Steel System MLD 12.5mm Plywood and 12.5mm GB Plasterboard and skim +J roof theconstruction roof façade ofupstand parapetsand the bottom horizontal insulation. 30mm Deep Cassettes -75 x 225mm C24 floor joists @and400mm c/c's, as on G-value of glass 0.35 GB MJ (1 9.200) between thethe topinternal of the insulation Column positions 12.5mm Plywood and=12.5mm Plasterboard and skim +concrete 54.647 -350mm deck to Structural Engineer's details exposed concrete columns Wall - Brickwork / SFS Inner A minimum distance 300 mm to be maintained between -1.60 tapered insulation zone to theform all 69mmConstruction Air Gap with Vertical Rails onOuter HH Brackets I Engineers 18/09/17 Change specif to the slab edge following Cladding the f MLD Structural ication of the horizontal roofof insulation. & Windows info. Amendments to Stair 1 exposed concrete columns Type 1 External Curtain Walls -3mm vapour control layer U-Value = 0.18W/m2K 102.5 Brick as F10/110 the toptapered of the insulation upstand the of the -1.5mm fHdecking ully-adhered single ply membrane as S45.110A 150mmBlack Rockwool DuoSlab Insulation -Plywood as spec ref J42.110B 30/05/17 Amendments to HEC stair 2 following the SE info MLD -1.60 insulation zoneCovering to fand orm System the bottom fall construction 12 EescheduleU-Value = 0.18W/m2K Semi−intensive Green Roof Gthick 12/05/17 Amendments toto drawings following the Topo MLD Various Systems ref er to windows Drawings bricks) 50 mm upstand be used around the perimeter of 1/2 6 er to 4387(19 GA Floor Plan drawings (2588 201-207) -root 50mm Air Gap with Brick Ties and SupportRef Brackets horizontal roof insulation. as J42.110B-1.5mm 12.5 Knauf Windliner Sheathing -3mmbarrier/protection vapour control Survey andlayer SElayer(s) info ply membrane as S45.110A 3938(17 1/2 bricks) Board CFB 9337.5(41 1/2 bricks) MJ -350mmfully-adhered concrete decksingle to Structural Engineer's details Type 2 497 F 19/01/17 Change to doors and Stair 1 Lobby MLD 322-324 MJ the roof on the internal f açade of parapets 6693 150mm Rockwool DuoSlab Wall Construction - Brickwork Outer / SFS Inner -1.60 tapered of insulationlayer(s) zone to form the fall -drainage layer, filtration layer, substrate to depth required SFSDetail Zone, Filled withInsulation RW45 Insulation - 50 mm Ethick upstand to be used around the perimeter -roof barrier/protection 10/01/17 Spec Refs added MLD R - 301 6967 58.537 External Curtain Walls -3mm vapour control layer U-Value = 0.15W/m2K D 23/12/16 Amendments to300 drawings mm should beMLD A distance ofgreen maintained 12.5 Knauf Windliner 102.5and Black Brick as F10/110 -1.5mm fully-adhered single ply membrane as S45.110A -80mm roof Q37.120A 12 12.5mm Plywood and Sheathing 12.5mm Plasterboard skim +- ref theminimum roofsemi-intensive on the internal façade ofcovering parapetsas 12.5 KnaufWindliner Sheathing Board layer, substrate to depth required of -drainage layer, upstand filtration C 09/12/16 Amendments to drawings MLD Type GB ABoard Various Systems er to windows schedule Drawings Ee - 50the mmbottom thick to be used around the perimeter G-value of glass = 0.35 MJ (1 9.200) between the top of the insulation upstand and 3 B 30/11/16 Amendments to drawings MLD 150mm Zone,columns Filled with RW45 Insulation 50mm Air Gap with Brick Ties andTop Support -root barrier/protection layer(s) ascovering J42.110B U-Value <0.15W/m2K. exposed SFS concrete 150mm SFS Zone, Filled with RW45 Insulation of CopingBrackets A minimum distance of 300 mm to be maintained between -80mm semi-intensive green roof as Q37.120A 54.647 A 25/11/16 Amendments to drawings MLD 322-324 Top of Masonry 53.447 the roof on the internal f açade of parapets Terrace Wall Construction - Blockwork Outer / SFS Inner Detail I 300 of the horizontal roof insulation. 13 12.5mm Plywood and 12.5mm GBLifPlasterboard and skim + Steel columns 12.5mm 150mm and 12.5mm andRockwool skim + DuoSlab -drainage layer, filtration layer, substrate to depth required U-ValuePlywood = 0.18W/m2K the top of the insulation upstand and the bottom of the 53.362 Insulation Type GB 1*Plasterboard U-Value <0.15W/m2K. t X605Gst Type 1 U-Value = 0.15W/m2K 100mm fairfaced medium density blockwork - F10/225 A minimum distance of 300 mm should be maintained -1.60 tapered 12.5 KnaufWindliner Sheathing Board exposed concrete columns -80mm semi-intensive green roof covering as Q37.120A horizontal roofinsulation insulation.zone to form the fall EXTERNAL 50mm Air Gap with Brick Ties and Support Brackets G-value of glass = 0.35 MJ (1 9.200) between the top of the insulation upstand and the bottom Ref er to GA Floor Plan drawings (2588 201-207) 497 -1.5mm f ully-adhered single ply membrane as S45.110A CFB 150mm SFS Zone, Filled with RW45 Insulation U-Value = 0.18W/m2K Semi−intensive Green Roof Covering System construction U-Value <0.15W/m2K. Wall Construction Brickwork Outer / SFS Final setting out of Roof-Terrace to be conf irmed : Inner 54.647 -1.60 tapered insulation zone to f orm the f all Type 2 T errace Roof System GENERAL NOTES GENERAL NOTES PLANT ROOM 2146 1416 150mm Rockwool DuoSlab Insulation X503 443.5 of the horizontal roofconstruction insulation. -roof barrier/protection layer(s) 12.5mm Plywood and 12.5mm GB Plasterboard and skim +concrete decksingle -350mm to Structural Engineer's details 102.5 Black Brick as2- TF10/110 1build-up + Thermal -1.5mm ply membrane as S45.110A -350mm to Green 6thinsulation floor 275mm to 5th deck External Walls fully-adhered Semi−intensive Roof Coveringand System construction 12.5 KnaufWindliner Sheathing Board errace Type Roof System X605 COMPUTER SUITE -1.60 tapered zone to form the ffloorconcrete all W all Construction Corten Outer / SFS Inner (Plant Room) 1 -drainage layer, f iltration layer, substrate to depth required perf ormance, Roof Falls, Drainage to be conf irmed 11 Detail R -3301 4800 External Walls Type A 5873 4554 exposed concrete columns -3mm vapour control layer 50mm AirCurtain Gap with Brick Ties and Support Brackets -root barrier/protection layer(s) as J42.110B 150mm SFS Zone, Filled with RW45 Insulation 30mm Deep Corten Cassettes -75 x 225mm C24Engineer's floor joists @ 400mmdetails c/c's, as to Structural EXTERNAL Ref er to GA Floor Plan drawings (2588 201-207) following details from Roof subcontractor 12 Architects, & Interior Design -1.5mm f ully-adhered single ply membrane as S45.110A 4554 Detail Q - 301 Cst Est Est FstFst Gst 69mm Air Gapsemi-intensive with CFB Vertical Rails13 onLandscape HH Brackets Top of Coping Structural Engineers specif ication Gst Cst -80mm green roof covering as Q37.120A Type 2 53.447 Various - ref er Top to of windows schedule Drawings = 0.18W/m2K H U-Value Semi−intensive Green Roof Covering System construction - 50 thick to be used around the perimeter of 12.5mm Plywood and 12.5mm GB1646 Plasterboard and skim + Steel columns 150mmSystems Rockwool DuoSlab Insulation -drainage layer, filtration layer, substrate to depth required Masonry 150mmmm Rockwool DuoSlab upstand Insulation -Plywood decking as spec ref J42.110B -3mm vapour control layer 2279 3562 1492 G ROOM A B C PLANT D E G Ee Detail I - 300 -roof barrier/protection layer(s) 12.5 KnaufWindliner Sheathing Board -3mm vapour control layer C 53.362 Type 1* F U-Value 322-324 223 311 -350mm concrete deck Structural Engineer's the roof on<0.15W/m2K. the façade ofcovering parapetsas 12.5 KnaufWindliner ToS Sheathing Board -80mm semi-intensive green roof Q37.120A 150mm SFS Zone, Filled withinternal RW45 Insulation - 50 mm thick upstandfor to be pedestal used aroundto the perimeter of -tapered zone to allow falls from onedetails side to 13 11 222 6128 4959 -drainage layer, iltration 2279 3562 1646 1492 7718 58.378 Type A 12.5mm Plywood and 12.5mm GB Plasterboard and skim + the roof on the internal ff açade of parapetslayer, substrate to depth required Detail R - 301 U-Value 0.15W/m2K External Curtain Walls -3mm vapour control layer A minimum distance of 300 mm should be maintained 150mm SFS= Zone, Filled with RW45 Insulation exposed concrete<0.15W/m2K. columns U-Value Aother minimum distance of 300 mm to be maintained between the of 1.60 tapered insulation zone to form the fall ( A B C D E F G Terrace Wall Construction - Blockwork Outer / SFSHInner Top of Coping -80mm semi-intensive green covering as Q37.120A U-Value = 0.18W/m2K 12 the top of the insulation upstand and the bottom ofroof the 100mm f airf aced medium density blockwork F10/225 T errace Roof System construction Top of Masonry G-value of glass 0.35 GB Plasterboard (1 6.200)between the top of the insulation upstand and Various Systems refer to windows53.447 schedule MJ (1 9.200) -within 50the mm thick upstand bottom 12.5mm Plywood and=12.5mm and skim +-Brackets horizontal roof insulation. Detail IMJ - Drawings 300 the pedestal zone)to be used around the perimeter of 50mm Air Gap with Brick Ties and Support X605 497 53.362 Type 1* 13 U-Value 51 .647 Wall Construction - Brickwork Outer /Group SFS Inner 54.647 -1.60 tapered<0.15W/m2K. insulation zone to form the fall Conf etti Media 150mm Rockwool DuoSlab Insulation -350mm to 6th f loor and 275mm to 5th f loorconcrete deck Gst 322-324 Type 1* Type 1* Type 1* the roof on thesingle internal of parapets of102.5 theBlackhorizontal Brick as F10/110 roof insulation. -1.5mm fully-adhered ply membranef as S45.110A exposed concrete columns 12.5 KnaufWindliner Sheathing Board - 50-root mm thick upstand toaçade be used around the perimeter of 13 EXTERNAL 3 50mm Air Gap with Brick Ties and Support Brackets barrier/protection layer(s) as J42.110B 150mm SFS Zone, Filled with RW45 Insulation Type 1 to Structural Engineer's details U-Value 0.15W/m2K 12.5mm Plywood and 12.5mm= GB Plasterboard and skim + 13 Steel columns 150mm Rockwool DuoSlab Insulation A minimum distance ofto300 mm be maintained -1.60 tapered insulation zoneCovering to form System the fall -drainage layer, filtration layer, substrate required U-Value = 0.18W/m2K Timber Structure to be confirmed following Semi−intensive Green Roof construction X602 PROPOSED TERRACE FLOOR GA PLAN -1:150 the roofRoof on the internal fasdepth açade ofshould parapets 12.5 KnaufWindliner Sheathing Board -80mm semi-intensive green roof covering Q37.120A T errace System construction STAIR 2 details from SE X503 PLANT ROOM Refer to GA Floor Plan drawings (2588 201-207) -3mm vapour control layer G-value of glass = 0.35 150mm SFS Zone, Filled with Insulation MJ (1 9.200)-350mm U-Value <0.15W/m2K. CFB between thedistance top of the insulation upstandbeand the bottom -1.5mm fully-adhered single ply membrane asminimum S45.110A CFB concrete deck to Structural Engineer's details Conf ettiRW45 CQ Campus A of 300 mm should maintained Type 2 12.5mm Plywood and 12.5mm GB Plasterboard and skim + -350mm to 6th f loor and 275mm to 5th floorconcrete deck 54.647 X603 X604 X601 X605 COMPUTER SUITE -tapered zone f or pedestal to allow f alls f rom one side to exposedbarrier/protection concrete columns control layer Indicative line of blockwork to form Detail R stairs - 301PLANT ROOM PARTITION Wall Type 1 Curtain Walls -roof layer(s) of the horizontal roof External -3mm vapour STAIR 2 LIFT LOBBY EXTERNAL between the top of theinsulation. insulation upstand and the bottom Type 1 Movement joint U-Value = 0.18W/m2K 2no.layer of 12.5mm Soundblock either side,16mm Resilient Bar fType ixed to one side, 92mm CROOM studs Semi−intensive Green Roof Covering System construction (drainage chute position to be agreed) to Structural Engineer's details 1 LOBBY PLANT 12 6 Detail L 300 the other of 1.60 tapered insulation zone to f orm the f all ( 13 with 50mm Isover between studs. Skim finish to both partition. -350mm concrete deck to Structural Engineer's detailsto form the fall layer, f iltration layer, substrate to depth required Various Systems refsides erofto windows schedule Drawings -1.60 tapered insulation zone --drainage 50 mm thick upstand to be used around the perimeter of Type A of the horizontal roof insulation. External Curtain Walls -3mm vapour vapour control control layer Roof - Terrace Plan GA -3mm layer MJ (1 6.200) 12 Slab edge PARTITION Wall Type 2 Ref er to GA Floor Plan drawings (2588 201-207) within the pedestal zone) Various Systems - ref er to windows schedule Drawings roof covering as Top of Coping - 50 mm thick upstand to be used around the perimeter 322-324 -80mm semi-intensive Q37.120A fully-adhered single ply ofmembrane as S45.110A CFB the roof on theTypes internal façade Detail Q - 301 Type 2 13 51 .647 -1.5mm ully adhered single-ply membrane S42.110A 1no. Layer of 15mm Soundbloc either side of 92mm C StudsTop with of 50mm Isover APR Areas of pedestal to Masonry Roof and green Setting Outof parapets -1.5mm 322-324 Type 2 between the roof onf the internal façadepedestal of parapets 13 15 13 Detail I - 300 -tapered zone for to allow falls fromasone side to 15mm Soundbloc MR in WC Areas) Skim finish to both sides of partition. 53.447 support container planting -A 50 mm thick upstand to bemm usedshould around perimeter U-Value = 0.15W/m2K A minimum distance of of 300 mm should layer(s) be maintained 53.362 Type 1* studs. (UseU-Value = 0.15W/m2K -roof barrier/protection U-Value <0.15W/m2K. minimum distance of 300 bethe maintained -50mm Ballast (paving slabs on support) as Q37.140 G-value of glass = 0.35 6a between the top of the insulation upstand and insulation the bottom PARTITION Wall Type 3 the other of 1.60 tapered zone to f orm the fall ( the roof on the internal f açade of parapets of the horizontal roof insulation. Type 3 2588 1:50 @ A1 Jul-16 1no. Layer of 15mm Soundbloc MR side of 70mm= C Studs with 50mm Isover APR between G-value ofeitherglass 0.35 layer, substrate to depth required -drainage layer, f iltration MJ (1 9.200) between the top of the insulation upstand and the bottom Type 1 Type A U-Value <0.15W/m2K. MJ (1 6.200) -1.60 tapered insulation zone to f orm the f all studs. Skim finish to both sides of partition. the pedestal zone)as S45.110A 54.647 CFB Ref er to GA Floor Plan distance (2588 201-207) A minimum of 300 mmCFBshould be within maintained -1.5mm fsemi-intensive ully-adhered single ply membrane 13 .647 Top of Coping51 Type 2 -80mm green roof covering as Q37.120A Terrace Roofdrawings System construction of the horizontal roof insulation. -roof barrier/protection layer(s) Top of Masonry PARTITION Wall Type A 53.447 ID 001, etc - Internal Door Codes (Refer to drawing - 50the mmlayer, thick upstand to be used around the perimeter of Type 1* Type 1 Detail I Type -320) 300 Type 1 M Construction X403 7 Type A Type A 3no. Layers 15mm Soundbloc either side of BG 146mm CX405 Stud at 300mm Centres within 148mm -drainagebottom filtration layer, substrate to depth required between the top insulation upstand and A 53.362 W001, etc - Window Codes (Refer to drawings 322-323) Type 1* U-Value <0.15W/m2K. -350mm to207 6th fof loorthe and 275mm to 5th ffloorconcrete deck -1.60 tapered insulation zone to form theMLD all Second Floor Construction (LRC)of parapets Head and base channels. 75mm Isover APR between studs with Skim finish to both side of green roof covering as Q37.120A Detail L - 300 Gst ED01, etc - External Door Codes (Refer to drawings 323) the -80mm roofsemi-intensive on the internal façade partition. COMPUTER SUITE SUITE Type321) 1* of the horizontal roof insulation. U-Value <0.15W/m2K. IS01, etc - Internal Screene Codes (Refer to drawings Refer to GA Floor drawings (2588 201-207) Cst Est Fst Gst Plan COMPUTER to Structural Engineer's details -1.5mm f ully-adhered single ply membrane as S45.110A CFB -275mm concrete deck to Structural Engineer's details 13 CFB Type 2Wall Type 1 - without16mm Resilient Bar Type 2Type 1* PARTITION Aasminimum distance Terrace Roof System construction of 300 mm should be maintained -1.5mm f ully adhered single-ply membrane S42.110A X512 X513 X511 X503 Terrace Roof -3mmbarrier/protection vapour control -roof layer(s) -3mm vapour control -350mm to 6th floorSystem and 275mm toconstruction 5th floorconcrete deck X503 STAIR 2 STAIR 2 CORRIDOR COMPUTER SUITE 14 layer between the top of thelayer insulation upstand and the bottom to Structural Engineer's LOBBY (paving slabs support) asdepth Q37.140 13falls to -350mm to floorasand to 5th floorconcrete deck -taperedBallast zone pedestal toon allow from one side to6thlayerdetails Detail L - 300-50mm layer, substrate required -drainage layer,for filtration -50 mm Kooltherm spec275mm ref M10.290B -3mm vapour control COMPUTER SUITE Type A of the horizontal roof insulation. -tapered zone for pedestal to allow falls from one side to U-Value <0.15W/m2K. Top of Coping toform Structural Engineer's details the othersemi-intensive of 1.6013 tapered insulation zone to the fall (asinsulation -80mm green roof covering as Q37.120A the other of 1.60 tapered zoneref to formM10.130 the fall ( -75mm screed spec MJ (1 3.275) Top of Masonry 53.447 -1.5mm ully adhered single-ply membrane as S42.110A Detail IMJ - 300 within the f pedestal zone) 15 (1 6.200) 13 48.722 53.362 control layer within the <0.15W/m2K. pedestal zone) Type 1* U-Value - 50 mm thick upstand to beas usedf around thefinishes perimeter of drawings 401-402 --3mm Vinyl fvapour loor finish loor 13 X405 Type A 51 .647 -50mm Ballast slabs on support) as Q37.140 the roof on the internal f(paving açade of parapets (LRC) -Second 50 mmFloor thickConstruction upstand to be used perimeter CFB around the -tapered pedestal to allow falls from one side to A minimumzone distance of offor 300 mm should be maintained COMPUTER SUITE U-Value between the <0.15W/m2K. top of the insulation upstand and the bottom -275mm concrete deck Structural Engineer's details the roofRoof on the internal fto açade of parapets the ofother ofroof 1.60 tapered insulation theConstruction horizontal insulation. Terrace System construction Floors (1st, 3rd, 4th, 5th)zone to form the fall ( CFB -1.5mm fully adhered single-ply membrane as S42.110A MJ (1 6.200)A -3mm vapour control layer CFB 14 minimum distance 300 mm should maintained within the pedestal zone)astoQ37.140 -50mm Ballast (paving slabs ondeck support) X403 X405 Type A -350mm to 6th floor of and 275mm to 5thbefloorconcrete deck -275mm concrete Structural Engineer's details X412 13 51 .647 Second Construction (LRC) U-ValueFloor <0.15W/m2K. STAIR 2 -50 mm Kooltherm as spec ref M10.290B Type 1 Type 1 Type 2 - 50the mmbottom thicklevelling upstandscreed to be used around the perimeter of between the top of the insulation COMPUTER SUITE COMPUTER SUITE to Structural Engineer's details upstand and 15 -10mm latex X413 X411 X403 X405 13 Second Floorconcrete Construction (LRC) -275mm deck to Structural Engineer's details Detail L - 300 Type A STAIR 2 CORRIDOR COMPUTER SUITE COMPUTER SUITE-75mm screed as spec ref M10.130 -275mm concrete deck to Structural Engineer's details of parapets MJ (1 3.275) the roof on fthe internal façade of the horizontal roof layer insulation. -3mm vapour control --3mm Vinyl floor inish as floor LOBBY -3mm vapour vapour control control layer layerfinishes drawings 401-402 14 48.722 14 --1.5mm Vinyl f loor f inish as f loor f inishes drawings 401-402 CFB -50 mm Kooltherm as spec ref M10.290B Aasminimum of 300 mm should be maintained ully adhered single-ply membrane S42.110A -tapered fzone for pedestal to allow falls from side todistance -75mm screed as spec ref M10.130 -50one mm Kooltherm as spec ref M10.290B - Vinyl fthe loorthe finish astop floor drawings 401-402 between of the insulation upstandGround and theBased bottom -50mm (paving slabs on support) Q37.140 the otherBallast of 1.60 tapered insulation zone as toGround form fall (asfinishes Floor Construction Concrete 15 -75mm screed spec ref Solid M10.130 Detail - 300Floors Construction (1st, 3rd, 4th, 5th) MJ (1L3.275) MJ (1 6.200) Floorshorizontal Construction (1st, 3rd,roof 4th, 5th)insulation. CFB of the U-Value <0.15W/m2K. CFB within the pedestal zone) Floors 48.722 -275mm concrete deck to Structural Engineer's details 13 51 .647 - Vinyl floor finish as floor finishes drawings 401-402 -275mm concrete deck to Structural Engineer's details 15 -10mm latex levelling screed -1.5mm fullyasadhered single-ply as S42.110A - 50 mm thick upstand to be used around the perimeter of as drawings - Vinyl floor finishesmembrane drawings 401-402 - Vinylf floor loor finishfinish floor finishes 401-402 X405 Type A 15 -10mm latex levelling 16 screed Type A Second Construction (LRC)of parapets -50mm Ballast (paving slabs on support) as Q37.140 the roofFloor on the internal façade -75mm screed as spec ref M10.130 Ground Based Ground Floor Construction Solid Concrete X303 X305 Floors Construction (1st, 3rd, 4th, 5th) COMPUTER SUITE Vinyl f loor f inish as f loor f inishes drawings 401-402 Floors CFB CFB -275mm concrete deck to Structural Engineer's details U-Value <0.15W/m2K. A minimum distance of 300 mm should be -275mm -maintained Underf loor Systems - Vinyl floor finish asHeating floor finishes drawings 401-402 refer to M+E Engineer's COMPUTER SUITE COMPUTER SUITE concrete deck to Structural Engineer's details 16 Type A Type 2 Type 1 Type 1 -75mm screed as spec ref M10.130 X312 X313 X311 X303 X305 -3mm vapour control between the top of thelayer insulation upstand and the details 14 - Underfbottom loor Heating Systems refer to M+E Engineer's STAIR 2 STAIR 2 CORRIDORA COMPUTER SUITE COMPUTER SUITE 15 -10mm latex levelling screed X403 X405 Type Detail L - 300 detailsBased Ground Floor Construction Solid Concrete Ground LOBBY -50the mm Kooltherm asinsulation. spec ref M10.290B Second Floor Construction (LRC) (minimum 150mm) of horizontal roof -0.5mm separation layer lapped -0.5mm separation layer lapped (minimum 150mm) - Vinyl floor finish as floor finishes drawings 401-402 COMPUTER SUITE COMPUTER SUITE -50mm perimeter Insulation overlap min.150mm from Floors concrete toupstand Structural Engineer's details -75mm screed as specsingle-ply ref M10.130 -1.5mm fully adhered membrane -275mm as S42.110A -50mm Insulation overlap min.150mm from MJ (1 3.275) bottom ofperimeter wall insulation to topdeck of insulation -130mm Kingspan Kooltherm K103 Floor Board insulation --50mm ffinish as ffinishes drawings 48.722 -3mm layerto top of insulation upstand - Vinyl Vinyl ffloor loor inish(paving as ffloor loor inishes drawingsas401-402 401-402 Ballast slabs on support) Q37.140 15 under vapour concrete slab ascontrol spec ref M10.290A bottom of wall insulation 14 16 Type A Ground Floor Solid Concrete Ground Based -0.9mm damp proofConstruction membrane -75mm screed as spec ref M10.130 -50 -275mm mm thick Kooltherm as spec ref M10.290B X305 U-Value <0.15W/m2K. concrete slab to Structural Engineer's details -130mm Kingspan Kooltherm K103 Floor Board insulation CFB Floors -well compacted sub base to Structural Engineer's details MJ (9.750)-Floors Underf loor Heating(1st, Systems ref er to M+Eunder Engineer's Construction 3rd, 4th, 5th) -75mm screed as spec ref M10.130 COMPUTER SUITE U-Value = 0.11W/m2K spec ref M10.290A MJ45.1 (1 3.275) CFB 97 - Vinyl fconcrete loor finishslab as as floor finishes drawings 401-402 X405 Type A details 48.722 MLD drawings 401-402 28/02/18 Change Roof Terrace Structure, partitions , -275mm concrete Structural IEngineer's details - Vinyl ftoloor finish asinternal floor finishes Second Floor Construction -0.9mm damp proof membrane 16deck to (LRC) Type A external wallscreed build-up -75mm as spec ref M10.130 COMPUTER SUITE X303 X305 -0.5mm separation layer (minimum 150mm) 15 -10mm levelling screed -275mmlatex concrete deck tolapped Structural Engineer's details H 22/01/18 MJ, CFB, Bricksthick setting outconcrete and downpipe position added MLD -275mm slab to Structural Engineer's details Type 2 - Underf loor Heating Systems ref er to M+E Engineer's Type A COMPUTER SUITE COMPUTER SUITE -50mm perimeter overlap min.150mm from CFB MLD 5th) G 21/12/17 Amendments to Window W01sub(1st, --3mm Vinyl fvapour loor finish asInsulation floor drawings 401-402 Floors Construction control layerfinishes -well compacted base3rd, to 4th, Structural Engineer's details CFB 14 details F 08/11/17 Change to RoofTerrace external wall and roof build-up MLD X201 Mechanical X203 X205 bottom of wall insulation to top of insulation upstand -275mm to& Structural Engineer's details LRC Riser LRC COMPUTER SUITE-50 mm Kooltherm as spec ref M10.290B MLD E 25/10/17 Change to the concrete slab= edge0.11W/m2K followingdeck the Cladding U-Value -0.5mm separation layer lapped (minimum 150mm) Windows info. Amendments to 1st Floor Courtyard -130mm Kingspan Kooltherm K103 Floor Board insulation -10mm latex Ground Construction Concrete Ground -75mm Floor screed as15 spec ref Solid M10.130 D 30/05/17 Drawing Based status updatedlevelling to construction screed MLD MJMJ(1(9.750) 3.275) -50mm perimeter Insulation overlap min.150mm C 12/05/17 Amendments to drawings f ollowing the T opo MLD under concrete slab as spec ref M10.290A 48.722 14 I finishes 28/02/18 Change tofloor Roof Terrace Structure, partitions , from MLD 45.1 97 - Vinyl finish as floor finishesinternal drawings 401-402 Floors - Vinyl floor finish as floor drawings 401-402 Survey and SE info bottom of wall insulation to topMLDof insulation upstand B 10/01/17 Spec Ref s added damp proof membrane external wall build-up --0.9mm Vinyl floor finish as floor finishesCFBdrawings 401-402 A 23/12/16 Amendments to drawings MLD -130mm Kingspan Kooltherm K103 Floor Board insulation 312 16 Type A -275mm thick concrete slab to Structural Engineer's details Ground BasedMLD M10.130 Floor Construction Concrete screed as spec Floors Construction (1st, 3rd, 4th, 5th) REV. DATE MJ (9.750)-75mm DESCRIPTION BY X305 CFB Href 22/01/18 MJ,Ground CFB, Bricks andSolid downpipe position added under concrete slab out as spec ref M10.290A 45.1 97 -well compacted sub base to Structural Engineer's detailssetting - Underfloor Heating Systems refer toEngineer's M+EFloors Engineer's -275mm concrete deck to Structural details COMPUTER SUITE Type A -0.9mm damp proof membrane Timber Structure to be confirmed fU-Value ollowing = 0.11W/m2K - Vinyl floor to finish as floor finishes drawings 401-402 MLD details latex levelling screed G 21/12/17 Amendments Window W01 15 details from SE -10mm Type 2 -275mm thick concrete slab to Structural Engineer's details Type 1* Type A -75mm screedTerrace as spec ref M10.130 separation (minimum 150mm) --0.5mm Vinyl floor finish16 as layer floor finishes drawings 401-402 X101 X103 X102 CFB X303 X305 F lapped 08/11/17 Change to external wall and roof build-up X203 X205 -well compacted sub base to Structural Engineer's detailsMLD I 28/02/18 Change to Roof Terrace Structure, internal partitions , RoofMLD CAFE QUIET CAFE KITCHEN - Underf loor Heating Systems refer to M+E Engineer's MLD -50mm perimeter Insulation overlap min.150mm from COMPUTER SUITE COMPUTER SUITE LRC 25/10/17 Change to the&= slab edge following the Cladding & U-Value 0.11W/m2K external wall build-up E Architects, Landscape Interior Design details bottom of wallConstruction insulation toSolid top of insulation upstand Ground Floor Concrete Ground Based Windows info. Amendments to 1st Floor Courtyard 1 6-20 Bath Street, Nottingham NG1 1 DF -130mm Kingspan K103 Floor Board insulation -0.5mm separation layer lappedinternal (minimum 150mm) H 22/01/18 MJ,Floors CFB, Bricks settingKooltherm outI and downpipe position added MLD MLD 28/02/18 to Roof Tdesign@allanjoycearchitects errace Structure, partitions , D 30/05/17T Change Drawing status to construction MLD MJ (9.750) 01 1 5 841 841 8 E updated .co.uk 3 19 20 10 9 8 7 6 5 4 3 1627 2 1 3273(14 1/2bricks) MJ 2320 514 11 100 221 12 Fifth Floor 55.324 MJ 18 1505 17 1010 16 2388 2902 15 3375(15 bricks) 910 100 50 795 2321 mixed species roof JT3 .5x35 35 JT3 .5x35 35 2950 B 14 1 221 B 13 2 REV. DATE 2750 1 2750 N 2750 980 E design@allanjoycearchitects .co.uk 01 1 5 950 71 61 W www.allanjoycearchitects .co.uk 2750 2817 3 19 Detail R - 301 PROJECT NUMBER 18 17 DATE SCALE MJ (1 9.200) 54.647 Detail Q - 301 13 11 10 9 8 7 6 DRAWING NUMBER REVISION STATUS BY Top of Coping Top of Masonry 53.447 Detail I - 300 53.362 This drawing is copyright and remains the property ofAllan Joyce Architects Ltd 2750 3400 01 1 5 841 841 8 F 16 2750 3230 Fifth Floor 53.964 Plant Room External Wall 12 102.5 Black Brick as F10/110 200mm clear residual cavity 100mm fairfaced medium density blockwork - F10/225 T Generally do not scale drawings. All dimensions to be checked on site. 4 3 3 T.O.S. 52.075 2 Fifth Floor 51 .924 19 SSL 51 .624 18 16 15 14 13 2750 3230 17 12 2655 3230 9 8 2945 3230 3230 11 10 Fifth Floor 50.054 MJ (1 6.200) 51 .647 A topping out ceremony was held on 9 March that the contractor, the clients and the architect celebrated the last piece of steel placing on the building by signing on top of it. Detail L - 300 2655 1 2655 3230 5 Fifth Floor 51 .924 The roof aim at pushing the whole design of the building to a sustainable solution to the campus and the city. The design successfully achieves a rating of outstanding from the BREEAM, a certificate of green and sustainable design. DRAWING Roof-Terrace Floor 55.324 3400 JT3 .5x35 35 450 Terrace Wall Construction - Blockwork Outer / SFS Inner 100mm fairfaced medium density blockwork - F10/225 50mm Air Gap with Brick Ties and Support Brackets Detail PInsulation - 301 150mm Rockwool DuoSlab 12.5 KnaufWindliner Sheathing Board 15 150mm SFS Zone, Filled with RW45 Insulation 14 12.5mm Plywood and 12.5mm GB Plasterboard and skim + Steel columns SSL 55.024 AVCL 1 6-20 Bath Street, Nottingham NG1 1 DF Top of Coping Top of Masonry 58.622 58.537 20 2750 497 522 3599 50mm Air Gap with Brick Ties and Support Brackets 150mm Rockwool DuoSlab Insulation 12.5 KnaufWindliner Sheathing Board Top of SFS 150mm SFS Zone, Filled with RW45 Insulation 55.474 12.5mm Plywood and 12.5mm GB Plasterboard and skim + Steel columns Top of Coping 55.547 BY PROJECT StairTerrace 2 External Wall Drawing 311 102.5 Black Brick as F10/110 Detail L - 301 AVCL Top of Coping Top of Masonry 58.922 58.837 DESCRIPTION CLIENT Detail T - 301 Roof-Terrace Floor 55.324 Detail U - 301 2655 JT3 .5x35 35 JT3 .5x35 35 JT3 .5x35 35 Top of SFS 58.848 T.O.S. 58.378 JT3 .5x35 35 JT3 .5x35 35 Top of Coping 58.922 The architect has revised and confirmed the construction of the green roof. The roof possess about 700mm in depth. This is to ensure thermal performance internally as well as drain away water on the roof level, especially where there are greens. 7527.5(33 1/2 bricks) 3554 1930 600 JT3 .5x35 35 JT3 .5x35 35 685 12.5mm Plywood Paved Terrace Outer as Q37 on Terrace / SFS Inner and 12.5mm GB Plasterboard and skim + Steel columns ToS Wall Construction - Blockwork sigle ply membrane as 1e Roof System build-up + Thermal 6 J42.110A 100mm f airf aced medium density blockwork F10/225 58.378 Final setting out of Roof-Terrace to be confirmed : Air Gap with Brick Ties and Support Brackets 1 ance, Roof Falls, Drainage to50mm be conf irmed 497 3ast 150mm Rockwool DuoSlab Insulation Terrace Wall Construction3a- Blockwork Outer X601/ SFS Inner details from Roof subcontractor X605 opy PLANT 12.5 KnaufWindliner Sheathingbuild-up Board 100mmcanfairf aced medium density blockwork - F10/225 2Terrace Roof System + Thermal EXTERNAL 31 m2 3 9460(42 bricks) 150mm SFS Zone, Filled with RW45 Insulation 50mm Air Gap with Brick Ties and Support Brackets of Coping ormance, Roof Falls, GB Drainage be conf irmed DuoSlab Insulation 1200 G perf H ROOMto150mm 22 ( 42 bricks) 12.5mm Plywood and 12.5mmPLANT Plasterboard and9450 skim + Steel columns Rockwool MJ Ea 5737 2137 ED 09 1585 of CopingMechanical f ollowing details f rom Roof subcontractor 12.5 Knauf Windliner Sheathing BoardTop of Masonry Top ing out of Roof-Terrace to be conf irmed : Gst 58.622 6 riser 3 58.537 3st 443.5 150mm SFS Zone, Filled with RW45 Insulation Top of Coping 2339 Detail U - 301 Top of Masonry 58.922 G 12.5mm Plywood X604 and 12.5mm GB Plasterboard and skim + Steel columns ID 601 single ply membrane X602 LIFT LOBBY e Roof SystemX605 build-up +58.837 Thermal X603 as J42.110A 13 Terrace Wall Construction - Blockwork Outer STAIR/ 2SFS Inner STAIR 2 LOBBY 1200 313 1 Drainage to100mm beToS conf irmed 1ance, Roof Falls,EXTERNAL fairf aced medium density blockwork - F10/225 501 674 Type 1* Type 1* 58.378 PLANT ROOM 31150mm W 21 Air Gap with Brick Ties and Support Brackets details from Roof subcontractor 497 X605 Type 1* 150mm Rockwool DuoSlab Insulation ID 602 Terrace Wall Construction - Blockwork DetailOuter R - 301 / SFS Inner EXTERNAL of Coping 12.5 Knauf Windliner Sheathing Board G H blockwork - F10/225 22 4 PLANTInsulation ROOM 100mm fairfaced medium density 3 150mm SFS 4st Zone, Filled with RW45 Detail Q - 301 6 Gap with Brick Ties and Support Brackets 50mm Air Top of Coping Top of Masonry 12.5mm Plywood and 12.5mm GB Plasterboard150mm and skimRockwool + Steel columns 58.622 MJ 13 MJ DuoSlab Insulation 3305 440(2 bricks) 2 7 6 5 4 3 2 48.844 Fourth Floor 48.694 MJ (1 3.275) 48.722 Fourth Floor 48.694 1 19 18 8 2955 9 3230 3230 23293 11 10 7 6 5 4 Detail N - 301 3 Third Floor 45.590 2 2655 2945 2945 3019 13275(177 bricks) 2949 3234 MJ (9.750) 45.1 97 3215 Third Floor 45.464 3400 1 3230 Third Floor 45.464 3234 3230 3230 2945 16 15 14 13 12 Fifth Floor 47.1 64 2655 2945 2655 17 3230 3230 3230 3230 Detail M - 301 T.O.S. 18 9750(130 bricks) First Floor 38.930 5 T.O.S. 38.420 SSL 38.558 cks) First Floor 38.930 18 First Floor Confetti Detail V - 301 MJ (2.997) (87 bricks) 3111 2945 3215 3015 2945 3300 2890 3300 3019 32303400 First Floor HE 39.060 20 9 0 400 Stair 3 Drawing 312 First Floor 38.930 MJ (6.525 41 .972 41 .964 Second Floor CONFETTI 41 .820 3300 3230 Second Floor HE Second Floor 42.320 42.230 42.200 Ground Floor 38.568 68