Building Regulations Example Project : Kew Gardens

Sheet Schedule

NC-GR00

NC-GR00-SC-001

NC-GR00-SP-100

11/10/2022

Issue

NC-GR00-SP-101 Specification 11/10/2022 Const Site Issue

NC-GR00-SP-102 Specification 11/10/2022 Const Site Issue

NC-GR01 Title Sheet- New Wall & Demolition Plan 11/10/2022 Const Site Issue

NC-GR01-DR-00-010 Ground Floor New Wall and Demolition Plan 11/10/2022 Const Site Issue

NC-GR01-DR-00-011 First Floor New Wall and Demolition Plan 11/10/2022 Const Site Issue

NC-GR01-DR-00-012 Second Floor New Wall and Demolition Plan 1 11/10/2022 Const Site Issue

NC-GR01-DR-01 Title Sheet- Sub-structure setting-Out Plans 11/10/2022 Const Site Issue

NC-GR01-DR-01-011 Sub-structure setting-Out Plans- Proposed Foundation Plan 1 11/10/2022 Const Site Issue

NC-GR02 Title Sheet- Setting-Out Sheets 11/10/2022 Const Site Issue

NC-GR02-DR-00-020 Setting-Out Plans'- Proposed Ground Floor Plan 2 11/10/2022 Const Site Issue

NC-GR02-DR-01-021 Setting-Out Plans'- Proposed First Floor Plan 1 11/10/2022 Const Site Issue

NC-GR02-DR-02-022 Setting-Out Plans'- Proposed Second Floor Plan 1 11/10/2022 Const Site Issue

NC-GR02-DR-XX-031 Setting-Out Sections'- Proposed Sections 1 11/10/2022 Const Site Issue

NC-GR02-DR-XX-032 Setting-Out Sections'- Proposed Sections 2 11/10/2022 Const Site Issue

NC-GR02-DR-XX-034 Setting-Out Sections'- Proposed Sections 2 11/10/2022 Const Site Issue

NC-GR02-DR-YY-035 Setting-Out Elevations'- Proposed Elevations 1 11/10/2022 Const Site Issue

NC-GR02-DR-YY-036 Setting-Out Elevations'- Proposed Elevations 11/10/2022 Const Site Issue

NC-GR02-DR-YY-037 Setting-Out Elevations'- Proposed Elevations 11/10/2022 Const Site Issue

NC-GR04 Title Sheet- Structural Drawing Sheets 11/10/2022 Const Site Issue

NC-GR04-DR-00-040 Proposed Ground Floor Structure 1 11/10/2022 Const Site Issue

NC-GR04-DR-01-041 Proposed First Floor Structure 1 11/10/2022 Const Site Issue

NC-GR04-DR-XX-045 Proposed Structural Sections 1 11/10/2022 Const Site Issue

NC-GR04-DR-XX-046 Proposed Structural Sections 1 11/10/2022 Const Site Issue

NC-GR04-DR-ZZ-047 Structural 3Ds 2 11/10/2022 Const Site Issue

NC-GR04-DR-ZZ-048 Structural 3Ds 2 11/10/2022 Const Site Issue

NC-GR05 Title Sheet- Building Elements Types and Schedule 11/10/2022 Const Site Issue

NC-GR05-SC-00-051 Under Floor Heating Schedule Page 1 of 2 11/10/2022 Const Site Issue

NC-GR05-SC-00-052 Under Floor Heating Schedule Page 2 OF 2 11/10/2022 Const Site Issue

NC-GR05-SC-00-055 Ground Floor- Flooring Plan and Schedule 11/10/2022 Const Site Issue

NC-GR05-SC-SC-056 Schedule- Wall, Floor and Roof Schedule 11/10/2022 Const Site Issue

NC-GR05-SC-SC-057 Window Schedule 2 11/10/2022 Const Site Issue

NC-GR05-SC-SC-058 Door Schedule 2 11/10/2022 Const Site Issue

NC-GR10 Title Sheet- Fire Safety Drawings 11/10/2022 Const Site Issue

NC-GR10-DR-00-100 Fire Safety Plans'- Proposed Ground Floor Plan 11/10/2022 Const Site Issue

NC-GR10-DR-02-102 Fire Safety Plans'- Proposed Second Floor Plan 11/10/2022 Const Site Issue

NC-GR12 Title Sheet Plumbing & Drainage 11/10/2022 Const Site Issue

NC-GR12-DR-00-120 Plumbing & Drainage Plans - Proposed Ground Floor Plan 11/10/2022 Const Site Issue NC-GR12-DR-XX-125 Plumbing & Drainage 3D 11/10/2022 Const Site Issue

NC-GR12-DR-XX-126 Bathroom Detail 11/10/2022 Const Site Issue

NC-GR12-DR-XX-127 Bathroom Detail 11/10/2022 Const Site Issue

NC-GR12-DR-XX-128 Bathroom Concept 14/10/2022 Const Site Issue

NC-GR13 Title Sheet- Lighting RCPs 11/10/2022 Const Site Issue

NC-GR13-DR-00-130 Lighting RCPs Plans - Proposed Ground Floor RCP 11/10/2022 Const Site Issue NC-GR13-DR-02-133 Lighting Notes 11/10/2022 Const Site Issue

NC-GR14 Title Sheet Electrical & Small Power Layouts (With Furniture) 11/10/2022 Const Site Issue NC-GR14-DR-00-141 Ground Floor Small Power layout 11/10/2022 Const Site Issue

Specification

GENERAL CONSTRUCTION NOTE TO COMPLY THE CONSTRUCTION WITH BUILDING REGULATION

GENERAL

THE FOLLOWING SPECIFICATION MUST BE READ IN CONJUNCTION WITH ALL ARCHITECTURAL GENERAL ARRANGEMENT DRAWINGS, SCHEDULES ETC. AND IS APPLICABLE WHETHER SPECIFICALLY REFERRED TO OR NOT. IT IS THE RESPONSIBILITY OF THE CONTRACTOR/SUB-CONTRACTOR TO ENSURE THAT ALL THEIR WORK IS IN COMPLIANCE WITH THE APPROPRIATE REQUIREMENTS OF THE RELEVANT BUILDING REGULATIONS, NHBC STANDARDS AND OTHER ALLIED LEGISLATION.

ALL MATERIALS ARE TO BE USED AND INSTALLED IN ACCORDANCE WITH THE RELEVANT MANUFACTURER'S INSTRUCTIONS AND RECOMMENDATIONS. ALL NEW SERVICES ARE TO BE PROVIDED IN ACCORDANCE WITH THE STATUTORY UNDERTAKER'S REQUIREMENTS. THE QUALITY OF ANY MATERIAL SHALL NOT BE LOWER THAN THAT DEFINED IN THE RELEVANT BRITISH STANDARD, OR THAT THE MATERIAL HAS BEEN SATISFACTORILY ASSESSED BY AN APPROPRIATE INDEPENDENT AUTHORITY I.E. BBA, BRE.

THE CONTRACTOR/SUB-CONTRACTOR MUST ENSURE THAT MATERIALS ARE 'FULLY SUITABLE' FOR THEIR LOCATION AND THAT ALLIED MATERIALS/BACKGROUNDS ARE APPROPRIATE. WHERE THERE IS NO LEGISLATED STANDARD, THE QUALITY AND USE OF THE PRODUCT SHALL BE IN ACCORDANCE WITH ESTABLISHED SATISFACTORY CUSTOMS AND PRACTICES. ALL WORK SHALL BE CARRIED OUT IN A SOUND, NEAT, DURABLE AND WORKMANLIKE MANNER. REASONABLE PRECAUTIONS SHALL BE TAKEN TO PROTECT FIXED AND UNFIXED MATERIALS AGAINST ANY DAMAGE LIKELY TO AFFECT THE FINISHED QUALITY OF THE BUILDING.

ALL CONTRACTORS/SUB-CONTRACTORS MUST ENSURE TO THEIR OWN SATISFACTION THAT THEY ARE IN POSSESSION OF THE CURRENTLY ISSUED DRAWINGS AND DETAILS, BEFORE COMMENCING THE RELEVANT 'WORK-STAGE' ON SITE.

NOTE: UNLESS STATED ALL CONSTRUCTION DETAILS ARE TO BE IN ACCORDANCE WITH THE ROBUST DETAILS DOCUMENT - LIMITING THERMAL BRIDGING AND AIR LEAKAGE PUBLISHED BY DTLR.

THE PRINCIPLE CONTRACTOR IS TO ENSURE THAT THE PROVISIONS OF THE CONSTRUCTION DESIGN MANAGEMENT (CDM) REGULATIONS ARE CARRIED OUT FULLY, INCLUDING ALL NOTIFICATIONS OF WORK REQUIRED UNDER LEGISLATION, PRIOR TO START OF WORKS.

FOUNDATIONS

THE EXISTING GROUND WITHIN THE EXTENT OF THE PROPOSED BUILDING CONSTRUCTION SITE SHALL BE CLEARED OF ALL TURF AND VEGETABLE MATTER PRIOR TO ANY FURTHER EXCAVATION BEING MADE. METHOD OF DISPOSAL OF ANY CONTAMINATED SOIL TO BE AGREED WITH THE LOCAL ENVIRONMENTAL OFFICER. FOUNDATION TRENCHES SHALL BE CLEAN AND TRUE AND CHECKED FOR SOFT AREAS, WATER ETC. AND LEFT WITH COMPACTED BOTTOMS.

FOUNDATIONS SHALL BE LOCATED CENTRALLY UNDER EXTERNAL AND LOAD BEARING INTERNAL WALLS UNLESS IS IT INDICATED IN ARCHITECTURAL DRAWINGS. ALL FOUNDATIONS SHALL BE DESIGNED WITH DUE REGARD TO SUBSOIL CONDITIONS, WATER TABLE, PRESENCE OF SULPHATES AND PREVIOUS GROUND USES ETC. DEPTH OF THE FOUNDATIONS TO SUIT SOIL CONDITIONS, ORIGINAL AND PROPOSED GROUND LEVELS, DRAINAGE TRENCHES AND PROXIMITY OF TREES/HEDGES, ALL TO THE SATISFACTION OF THE RELEVANT BUILDING CONTROL AUTHORITY/NHBC INSPECTOR. READY MIXED CONCRETE WILL ONLY BE ACCEPTABLE FROM SUPPLIERS USING A FULL QUALITY CONTROL SYSTEM.

ENTIRE FOUNDATION DESIGN TO BE IN-ACCORDANCE WITH STRUCTURAL ENGINEERS DESIGN DRAWINGS AND CALCULATIONS.

CONTRACTOR / SUB-CONTRACTOR TO MAKE SURE THERE IS NO ENCROACHMENTS ON SITE.

BELOW GROUND DRAINAGE

ALL DRAINAGE WORKS SHALL BE IN FULL ACCORDANCE WITH APPROVED DOCUMENT H OF THE BUILDING REGULATIONS, BS 8301 AND TO THE COMPLETE SATISFACTION OF THE RELEVANT BUILDING CONTROL BODY.

WHERE DRAINS PASS THROUGH EXTERNAL WALLS THEY ARE TO BE PROTECTED WITH A PRE-STRESSED CONCRETE LINTEL OVER (AS DESIGNED BY ENGINEER) WITH MIN. 150MM END BEARINGS, WITH 150MM CLEARANCE ALL ROUND PIPE AND THE OPENING IS TO BE MASKED WITH RIGID SHEET MATERIAL TO PREVENT THE INGRESS OF VERMIN OR FILL.

IF APPLICABLE, REFER TO DRAINAGE ENGINEER'S DETAILED DRAWINGS FOR DRAINAGE LAYOUT AND SPECIFICATION DETAILS.

GROUND FLOOR CONSTRUCTION

GROUND FLOOR CONSTRUCTION AS INDICATED IN ARCHITECTURAL GENERAL ARRANGEMENT DRAWINGS AND TO BE CONFIRMED BY ENGINEER.

GROUND BEARING FLOOR 75MM REINFORCED SAND/CEMENT SCREED (UNDER FLOOR HEATING TO SPECIALIST'S DESIGN - TO BE CONFIRMED BY THE END USE) ON 1200G POLYTHENE PROTECTION LAYER ON 100MM GA4000 CELOTEX INSULATION (FF4000 FOR UNDER FLOOR HEATING) OR SIMILAR APPROVED ON 1200G DPM ON 200MM REINFORCE-CONCRETE GROUND FLOOR SLAB WITH MESH REINFORCEMENT WITH MIN. 50MM COVER, (SEE ENGINEER'SDRAWING), ON BRICK BALLAST/CRUSHED STONE BASE ON WELL COMPACTED SOIL. 25MM CELOTEX INSULATION STRIP TO BE PROVIDED TO ALL PERIMETER WALLS. CONSTRUCTION TO ACHIEVE UVALUE OF 0.18

PLEASE NOTE FOR EXTENSIONS ANY EXISTING FLOOR VENTS TO BE CONNECTED WITH 4" PIPE AND VENTED TO EXTERNAL LEAF.

MOVEMENT JOINTS

REFER TO FLOOR PLANS AND STRUCTURAL ENGINEERS DETAILS FOR RECOMMENDED LOCATION OF MOVEMENT JOINTS TO OUTER LEAF BRICKWORK/BLOCKWORK, GENERALLY TO BE PROVIDED AT NOT GREATER THAN 6 METRE CENTRES FOR BLOCKWORK AND 12-15 METRE CENTRES FOR BRICKWORK. MOVEMENT JOINTS TO BE 10MM MINIMUM WIDE, LOCATED BEHIND RAIN WATER DOWN PIPES WHERE POSSIBLE AND FORMED WITH PROPRIETARY POLYURETHANE SEALING STRIP, WITH FLAT TIES BETWEEN PANELS AT 450MM VERTICAL CENTRES WITH ONE END DE-BONDED WITH POLY-SULPHIDE SEALANT TO EXTERNAL FACE OF BRICKWORK - COLOUR TO MATCH. NOTE : PROVIDE CAVITY WALL TIES WITHIN 150MM HORIZONTALLY, AT 225MM MAXIMUM VERTICAL CENTRES, EITHER SIDE OF MOVEMENT JOINTS.

EXTERNAL CAVITY WALL

CAVITY WALLS TO COMPLY WITH BS 5628. 325MM EXTERNAL WALL CONSTRUCTION ABOVE DPC COMPRISING 100MM AIRCRETE BLOCKWORK (TC 0.11) INNER SKIN, STRENGTH TO BE 7.3 N/MM.SQ, 12.5MM PLASTERBOARD ON DABS, STRICTLY IN ACCORDANCE WITH THE MANUFACTURER'S RECOMMENDATIONS. ALL WALLS ARE TO RECEIVE A PLASTER SKIM FINISH READY TO RECEIVE DECORATION.

CAVITY TO BE FULLY FILLED WITH 115MM KINGSPAN K107 CAVITY INSULATION OR SIMILAR APPROVED IN ACCORDANCE WITH MANUFACTURERS DETAILS. OUTER LEAF GENERALLY TO BE 102.5MM (FL DURABILITY) FACING BRICKWORK TO MATCH EXISTING. TOTAL EXTERNAL CAVITY WALL TO ACHIEVE MINIMUM 'U' VALUE 0.16 W /M2K.

LOWER CAVITY IS TO BE FILLED WITH A LEAN MIX CONCRETE UP TO A LEVEL OF 225MM MINIMUM BELOW DPC & IS TO BE LAID WITH SULPHATE RESISTANT MORTAR. PROVIDE PERPEND WEEPHOLES EVERY FOURTH VERTICAL JOINT IN THE OUTER LEAF AT THE BASE OF THE CAVITY AT 150MM BELOW D.P.C.

PROVIDE PROPRIETARY INSULATED CAVITY CLOSERS AT ALL WINDOW/DOOR OPENINGS AND CLOSE CAVITY AT TOP WITH INSULATED LINTEL.

ROOF CONSTRUCTION

ROOF DESIGNER/STRUCTURAL ENGINEER TO BE RESPONSIBLE FOR THE DESIGN OF THE WHOLE FOR THE ROOF INCLUDING ALL NECESSARY WIND BRACING ETC IN ACCORDANCE WITH BS5268: PART 3. ROOF TIMBERS DESIGNED AROUND A 200MM DEEP RAFTER.

ROOFING TILES AS SPECIFIED IN ARCHITECTURAL DRAWINGS (TO BS 5534 PT.1 AMENDED 1981) LAID WITH PITCH AND LAP IN ACCORDANCE WITH MANUFACTURER'S INSTRUCTIONS ON 50X38MM SW BATTENS (SIZE TO BE N ACCORDANCE WITH BS 5534) ON 'TYVEK SUPRO' OR SIMILAR APPROVED VAPOUR PERMEABLE BREATHER MEMBRANE. MEMBRANE DRESSED INTO GUTTERS ON 'TYVEK' EAVES CARRIER. ON SW PRE FABRICATED TRUSSED RAFTERS AND BRACINGS TO BS 5268 PART 3 1985, AT MAX 600 CTS. 30X5G.S RESTRAINT STRAPS AT VERGE AND CEILING LEVEL. PROVIDE AND BED ON 1:1:6 MORTAR 100X50MM SW TREATED WALL PLATE WITH RESTRAINT STRAPS TO WALL PLATE AT MAX 2 M CTS. TO BS 5628 PART 1. ALL EXTERNAL TIMBERS TO BE PRESERVATIVE TREATED.

FLAT ROOF LOFT VOID - ROOF INSULATION TO FLAT CEILING AREAS TO BE 200MM GLASS FIBRE INSULATION QUILT LAID IN 2 LAYERS. 100MM LAID BETWEEN TRUSSED RAFTERS/CEILING JOISTS AND 1 LAYERS 100MM IN CEILING VOID UNDER ROOF JOISTS

THE FIRST LAYER IS TO EXTEND THROUGH EAVES TO BUTT AGAINST THE CAVITY CLOSER AT THE TOP OF THE EXTERNAL WALL.

FLAT ROOF AT RAFTER LEVEL (WARM FLAT ROOF) FIBER GLASS WATER PROOFING LAYER OR SIMILAR APPROVED TO MANUFACTURER'S INSTRUCTIONS AND DETAILS. ON 18MM OSB 3 BOARD, ON 120MM KINGSPAN TR26 RIGID INSULATION OR SIMILAR APPROVED WITH VAPOUR CONTROL LAYER ON BOTH SIDES, ON 12MM OSB2 BOARD, ON SW FURRINGS TO GIVE MINIMUM 1:60 FALL, ON 175MM JOISTS (AS SPECIFIED BY ENGINEER), 15MM CEILING BOARD WITH VAPOUR CONTROL LAYER, CONSTRUCTION TO ACHIEVE U-VALUE OF 0.15

GREEN ROOF BUILD-UP: (IN ABEYANCE)

ALLOW FOR CUTTING THE OVERHANGING RAFTER FEET SQUARELY TO ACHIEVE PERFECT VERTICAL ALIGNMENT TO THE NEW FASCIA BOARDS, AS WELL AS A CONSTANT SOFFIT WIDTH.

TRUSSES TO BE SECURED TO WALL PLATES USING PROPRIETARY TRUSS CLIPS WITH NAILS FIXED THROUGH EACH AVAILABLE HOLE.

FORM HIPS AND RIDGE USING PROPRIETARY RIDGE AND BONNET HIP TILES, & CODE 5 LEAD ON VALLEY BOARDS IN ACCORDANCE WITH LEAD ASSOCIATION DETAILS,(ALTERNATIVELY A GRP VALLEY CAN BE USED AND INSTALLED STRICTLY IN ACCORDNACE WITH MANUFACTURES / SUPPLIERS GUJIDLINES AND RECOMMENDATIONS.

DAMP PROOF COURSE

HORIZONTAL DAMP PROOF COURSE TO BE MINIMUM 150MM ABOVE ADJACENT GROUND LEVEL. A SECONDARY DPC WILL BE PROVIDED 150MM ABOVE FLOOR LEVEL FOR MINIMUM DISTANCE OF 1.5M FROM ALL EXTERNAL DOORS WITH A LEVEL THRESHOLD. DPC/ CAVITY TRAY TO BE MARLEY AQUAGARD OR SIMILAR APPROVED AND IS TO BE INSTALLED STRICTLY IN ACCORDANCE WITH THE MANUFACTURERS INSTRUCTIONS AND RECOMMENDATIONS.

IF THE EXTERNAL GROUND LEVEL IS EQUAL OR ABOVE THE INTERNAL FINISH FLOOR LEVEL, THEN DOUBLE DPC TO BE PROVIDED, ONE AT FINISHED FLOOR LEVEL AND THE SECONDARY 150MM ABOVE EXTERNAL GROUND LEVEL. BOTH HORIZONTAL DPC'S TO BE CONNECTED WITH AND VERTICAL LAYER OF DPC ALL IN ACCORDANCE WITH ARCHITECTURAL DESIGN AND DETAILS.

CAVITY CLOSURE TO ALL WINDOWS AND DOORS TO REPLACE ALL VERTICAL DPC'S AND IN ORDER TO AVOID COLD BRIDGING.

THE HORIZONTAL DAMP PROOF COURSE SHALL CONSIST OF A LAYER OF 2000 GAUGE POLYTHENE DAMP COURSE TO BS 743/6515 ADEQUATELY LAPPED AT CORNERS AND JOINTS AND LAID ON A MORTAR BED.

WHERE EXTERNAL WALL CAVITY IS BRIDGED I.E. AIR BRICK/VENTILATOR OPENINGS AND METER CUPBOARD ETC. PROVIDE POLYTHENE CAVITY TRAYS COMPLETE WITH STOP ENDS OVER IN THE EXTERNAL WALL WITH OPEN PROPRIETARY PERPENDS. CAVITY TRAYS ARE TO PROJECT 150MM BEYOND EITHER SIDE OF LINTEL/OPENING.

AT ALL ROOF ABUTMENTS I.E PORCHES, GARDEN ROOMS ENSURE STEPPED D.P.C'S CAVITY TRAY WITH STOP ENDS ARE PROVIDED AND LINKED TO CODE 4 LEAD FLASHINGS AND SOAKERS. CODE 4 LEAD DRESSED BENEATH CAVITY TRAYS AND OVER ROOF SLOPES WITH ALTERNATE PERPENDS LEFT OPEN FOR WEEPHOLES ALL AS NECESSARY TO FORM WEATHER PROOF JUNCTION. ALL LEADWORK TO SOAKERS, FLASHINGS, VALLEYS ETC. ARE TO BE IN COMPLIANCE WITH THE RECOMMENDATIONS OF THE LATEST EDITION OF THE LEAD SHEET ASSOCIATION'S 'GUIDE TO GOOD PRACTICE'.

INTERNAL WALLS

INTERNAL PARTITIONS TO BE BRITISH GYPSUM 'GYPWALL' METAL STUD-PARTITIONING SYSTEM OR APPROVED TIMBER STUDS. FOR TOTAL OVERALL THICKNESS AND BUILD-UP SEE WALL SCHEDULE. METAL /TIMBER STUDS AT 600MM CTRS. .

PARTITIONS PARALLEL TO THE SPAN ARE TO BE LOCATED ON MULTIPLE JOISTS WHERE POSSIBLE AS RECOMMENDED BY ENGINEERED JOIST MANUFACTURER AND STRUCTURAL ENGINEER, OR SUPPORTED BY CLIPPED NOGGINS AS DETAILED BY MANUFACTURER..

ADDITIONAL 12.5MM STRUCTURAL PLY BOARD TO BE ADDED BETWEEN/ABOVE BATTENS TO SUPPORT THE KITCHEN/BATHROOM FITTINGS AND APPLIANCES.

PROVIDE CAVITY TRAYS & CODE 4 STEPPED AND APRON LEAD FLASHINGS AT ABUTMENTS OF ALL ROOFS WITH WALLS, LEAD CHASED INTO WALLS AND WEDGED AT MAXIMUM 450MM CENTRES AND POINTED IN 1:3 CEMENT/ SAND MORTAR. PROVIDE SOAKERS TO HIPS, VALLEYS AND ROOF/ WALL ABUTMENTS.

PROVIDE CAVITY TRAYS & CODE 4 STEPPED AND APRON LEAD FLASHINGS AT ABUTMENTS OF ALL ROOFS WITH WALLS, LEAD CHASED INTO WALLS AND WEDGED AT MAXIMUM 450MM CENTRES AND POINTED IN 1:3 CEMENT/ SAND MORTAR. PROVIDE SOAKERS TO HIPS, VALLEYS AND ROOF/ WALL ABUTMENTS.

WINDOWS AND DOORS

WINDOWS: UPVC WINDOWS STYLE TO MATCH AS INDICATED ON ARCHITECTURAL DRAWINGS. ALL FIRST FLOOR WINDOWS AND ABOVE TO BE DESIGNED WITH EASY CLEAN HINGES TO ALLOW FOR CLEANING EXTERNAL GLAZING FROM WITHIN ROOM. NO WINDOW OPENINGS FIRST FLOOR AND ABOVE TO BE LESS THAN 800MM ABOVE FINISH FLOOR LEVEL UNLESS SAFETY GLAZING & GUARDING, (REFER TO AD N1 AND GLAZING SPECIFICATION BELOW), PROVIDED TO AT LEAST THE HEIGHT OF 800MM FROM FFL. CHILD RETRACTORS TO BE FITTED.

WINDOWS/EXTERNAL DOORS TO ALL HABITABLE ROOM UPTO 4.5M FROM GROUND LEVEL TO BE EMERGENCY EGRESS WINDOWS WITH UNOBSTRUCTED OPENABLE AREA 0.33M² WITH MIN 450X450MM OPENING AND BOTTOM OF OPENING NOT MORE THAN 1100MM FROM FFL, ALL INACCORDANCE WITH AD PART B.

PROVIDE TRICKLE VENTILATOR UNITS TO HEAD OF WINDOWS PROVIDING 2500MM2 EQUIVALENT TO HABITABLE ROOMS AND STRICTLY ACCORDANCE WITH AD PART F.

WINDOWS TO BE FITTED TO PROVIDE A 30MM EXTERNAL REVEAL FROM THE FACE OF BRICKWORK AND TO OVERHANG CAVITY CLOSURES BY A MINIMUM OF 30MM.

DOORS: PROPRIETARY MADE. PROVIDE LEVEL THRESHOLD IN COMPLIANCE WITH BUILDING REGULATION REQUIREMENTS PART M, ACCESS FOR THE DISABLED

FRONT ENTRANCE DOORS TO BE PROVIDED WITH A LEVEL THRESHOLD AND RAMPED ACCESS IN ACCORDANCE WITH AD PART M.

DRAUGHT STRIPPING TO ALL EXTERNAL DOORS AND WINDOWS. MASTIC TO BE APPLIED BETWEEN FRAMES AND BRICKWORK INTERNALLY AND EXTERNALLY.

WINDOWS AND DOORS TO ACHIEVE A U-VALUE OF 1.6 W/M2K.

EXTENDED CILLS OF APPROPRIATE LENGTH ARE TO BE ALLOWED FOR AREAS OVER RENDER TILE HANGINGS/ STUB CILLS TO BE PROVIDED FOR WINDOWS ABOVE STONE CILL

GLAZING

ALL GLAZING TO WINDOWS BELOW 800MM AND GLAZING TO DOORS BELOW 1500MM INCLUDING SIDELIGHTS WITHIN 300MM HORIZONTALLY TO BE FITTED WITH LAMINATED SAFETY GLAZING TO BS 6206 : 1981. ALL HEIGHTS TO BE MEASURED FROM FINISHED FLOOR LEVEL.

GLAZING TO BE INSTALLED IN FULL ACCORDANCE WITH AD PART L OF THE BUILDING REGULATIONS. 24MM DOUBLE SEALED GLAZED UNITS WITH LOW E GLASS TO BE USED. OBSCURE GLASS TO WC AND BATHROOM WINDOWS.

SMOKE ALARMS

AUTOMATIC MAINS OPERATED SELF-CONTAINED SMOKE DETECTORS WITHIN EACH UNIT CONFORMING TO BS 5446 TO BE PROVIDED TO CEILINGS AT LOCATIONS INDICATED ON THE PLANS. ALARMS TO HAVE PERMANENTLY WIRED CONNECTION WITH BATTERY BACK UP, INTERLINKED ONE AT EACH FLOORAND PROVIDED WITH SEPARATE FUSED CIRCUIT AT DISTRIBUTION BOARD IN ACCORDANCE WITH CURRENT IEE REGULATION. ALARMS TO BE LOCATED MINIMUM 300MM CLEAR FROM ANY WALL OR FITTINGS, AND NOT LOCATED DIRECTLY ABOVE ANY RADIATORS.

HEAT ALARMS TO BE PROVIDED IN OPEN PLAN KITCHEN.

VENTILATION

THE VENTILATION REQUIREMENTS ARE TO BE IN ACCORDANCE WITH THE BUILDING REGULATIONS 2006, WITH PARTICULAR REFERENCE TO THE FOLLOWING ITEMS:-

HABITABLE ROOMS - AN OPENING WINDOW OF 1/20TH (MINIMUM) OF FLOOR AREA, TOGETHER WITH A TRICKLE VENTILATION OPENING NOT LESS THAN 8000MM2 IN AREA TO HABITABLE ROOMS AND 4000MM2 ELSEWHERE DUCTING FROM EXTRACT FANS TO EXTERNAL AIR IS TO INCORPORATE CONDENSATION TRAPS. DUCTWORK SHALL FOLLOW THE SHORTEST PRACTICAL ROUTE TO THE EXTERNAL GRILLE WITHIN THE CONFINES OF STRUCTURAL VOIDS. ANY DEVIATIONS FROM THESE ZONES IMPACTING ON FINISHED ARCHITECTURAL SURFACE LEVELS MUST HAVE PRIOR APPROVAL KITCHEN - A COOKER HOOD WITH AN EXTRACT OF 30 LITRES PER SECOND, DUCTED TO EXTERNAL AIR WITH 15 MINUTE OVERRUN. EXTRACT FANS IN KITCHENS WITH WINDOWS NEED NOT HAVE 15 MINUTE OVERRUN BUT THE WINDOWS MUST BE OPENABLE AND HAVE TRICKLE VENTILATION OF 4000MM2.

BATHROOM - A MECHANICAL FAN WITH AN EXTRACT RATE OF 15 LITRES PER SECOND DUCTED TO EXTERNAL AIR WITH 15 MINUTE OVERRUN. WINDOWS IN BATHROOMS TO BE OPENABLE TOGETHER WITH TRICKLE VENTILATION OF 4000MM2.

UTILITY ROOM - WILL HAVE AN INTERMITTENT EXTRACT VENTILATION RATE OF AT LEAST 30L/S IN ACCORDANCE WITH APPROVED DOCUMENT F, TABLE 5.1A.

INTERNAL DWELLINGS WITH NO THROUGH VENTILATION ARE TO HAVE WHOLE HOUSE VENTILATION SYSTEMS IN ACCORDANCE WITH SPECIALIST MANUFACTURERS DESIGN, SPECIFICATION AND FULLY IN ACCORDANCE WITH THE BUILDING REGULATIONS

ELECTRICAL INSTALLATION

ELECTRICAL INSTALLATION TO BE IN ACCORDANCE WITH APPROVED DOCUMENT PART P WITH LOCATIONS OF SWITCHES, SPURS ETC IN ACCORDANCE WITH APPROVED DOCUMENT PART M. REFER TO ELECTRICAL SERVICES INSTALLATION AND DRAWINGS, WHERE APPLICABLE.

ALL ELECTRICAL WORK REQUIRED TO MEET THE REQUIREMENTS OF PART P, MUST BE DESIGNED, INSTALLED, INSPECTED AND TESTED BY A PERSON COMPETENT TO DO SO. PRIOR TO COMPLETION THE COUNCIL SHOULD BE SATISFIED THAT PART P HAS BEEN COMPLIED WITH. THIS MAY REQUIRE AN APPROPRIATE BS 7671 ELECTRICAL INSTALLATION CERTIFICATE TO BE ISSUED FOR THE WORK BY A PERSON COMETENT TO DO SO.

RAINWATER GOODS

115MM WIDE PVC-U OR TO MATCH WITH THE EXISTING HALF ROUND DEEP FLOW GUTTERS LAID TO FALLS TO DISCHARGE INTO 63MM DIA. UPVC RAINWATER DOWNPIPES. RAINWATER DRAINAGE DESIGN TO BE IN ACCORDANCE WITH APPROVED DOCUMENT H AND VERIFIED BY THE SUPPLIER.

ALL GUTTERS ADJACENT TO TREES TO BE PROVIDED WITH LEAVES GUARD.

LINTELS

LINTELS SIMILAR AS INDICATED IN ARCHITECTURAL DRAWINGS TO BE CONFIRMED AND DESIGNED BY STRUCTURAL ENGINEERS. GENERALLY IG GALVANIZED PRESSED METAL LINTELS OR SIMILAR WITH INTEGRAL INSULATION AND CAVITY TRAYS OVER, SIZE, TYPE, END BEARING & INSULATION TO MANUFACTURERS RECOMMENDATIONS TO SUPPORT ALL OPENINGS IN ALL INTERNAL & EXTERNAL LOAD BEARING WALLS. PROVIDE CONTINUOUS DPC CAVITY TRAYS BUILT OVER ALL LINTELS IN EXTERNAL CAVITY WALL. CAVITY TRAYS JOINED AND LAPPED MINIMUM 100MM AND SEALED BY APPROPRIATE CONTACT ADHESIVE. ALL LINTELS TO HAVE A MIN END BEARING OF 150MM EACH SIDE. PROVIDE MIN. 2 NO WEEP HOLES PER LINTEL AND AT 450MM CENTRES ABOVE LINTELS.

STRUCTURAL STEELWORK

STRUCTURAL STEEL WORK TO BS 5950.

ALL STEELWORK TO BE PAINTED WITH RED OXIDE PRIMER OR EQUIVALENT STEELS WITHIN FLOOR CONSTRUCTION AND SUPPORTING ANY STRUCTURE TO ACHIEVE A MIN. 30 MIN. FIRE RESISTANCE BY USING INTESUMENT PAINT OR 2 LAYERS OF FIRE RESISTANT BOARDS.

ALL EXTERNAL STEEL AND METAL WORK TO BE PAINTED GLASS BLACK.

TIMBER TREATMENT

ALL SOFTWOOD TIMBERS TO BE ADEQUATELY TREATED TO PREVENT INFESTATION BY THE HOUSE LONGHORN BEETLE IN ACCORDANCE WITH CURRENT BUILDING REGULATIONS. ALL STRUCTURAL TIMBERS, EXTERNAL FRAMES, WINDOW & SOFTWOOD CLADDING SHALL BE TREATED AGAINST FUNGAL ATTACK. ALL STRUCTURAL TIMBER TO BE MARKED DRY OR KD AND TO HAVE STRESS GRADE MARK.

PLUMBING INSTALLATION

ALL SANITARY PIPEWORK TO BE IN ACCORDANCE WITH BS 5572 : 1994 AND THE BUILDING REGULATIONS.

SOIL AND WASTE TO BE A SINGLE STACK DRAINAGE SYSTEM TO BS 5572:1978, CONNECTING VIA A SUITABLE ADAPTER TO THE UNDERGROUND DRAINAGE SYSTEM. DEPTH TO INVERT TO BE MINIMUM 450MM AT CONNECTIONS TO SVP.

INTERNAL VENT PIPES - REDUCE TO 75MM DIAMETER ABOVE TOPMOST CONNECTION AND TERMINATE WITH AN AIR ADMITTANCE VALVE IN ROOF SPACE WHERE POSSIBLE, OTHERWISE FIT AN AIR VENT IN THE BOX-OUT. DRAINAGE SCHEMES TO BE DESIGNED TO MEET THE REQUIREMENTS OF BUILDING REGULATIONS APPROVED DOCUMENT H, IN ACCORDANCE WITH THE INSTITUTE OF PLUMBING ENGINEERS ENGINEERING SERVICES DESIGN GUIDE AND IN ACCORDANCE WITH MANUFACTURERS INSTRUCTIONS AND BBA CERTIFICATION.

ALL WASTES TO HAVE 75MM DEEP SEAL TRAPS. ALL APPLIANCE TRAPS TO BE EITHER REMOVABLE OR FITTED WITH CLEANING EYE FACILITY. SVP - 100MM DIA PVCU TERMINATED AT PROPRIETARY ROOF VENT TILE 900MM ABOVE ANY WINDOW OPENING, OR DURGO AIR ADMITTANCE VALVE, WHERE INDICATED.

BRANCH WASTES TO BE SVP CONNECTED EITHER ABOVE CENTRE LINE OR 200MM BELOW CENTRE LINE OF WC SOIL CONNECTION. ROCKER PIPES USED WHERE DRAINS PASS THROUGH EXTERNAL WALLS. UNLESS OTHERWISE INDICATED - BATH, SINK AND SHOWER - 40MM DIA. UP TO 3M MAX. LENGTH 50MM DIA. FROM 3M - 4M MAX. LENGTH. WASH BASIN, BIDET - 32MM DIA. UP TO 1.7M MAX. LENGTH 40MM DIA. FROM 1.7M - 3M LENGTH .

100 NOMINAL DIAMETER, SALT GLAZED WARE, SUPERSLEVE OR SIMILAR OR EQUAL APPROVED. TOP RUNS MINIMUM GRADIENT OF 1:40 WITH INSPECTION CHAMBERS AT MAXIMUM 12M INTERVALS. PIPEWORK BELOW BUILDINGS TO BE ENCASED IN 100 THICK GRANULAR OR OTHER FLEXIBLE FILLING IN ACCORDANCE WITH THE MANUFACTURER'S RECOMMENDATIONS. SEE SITE DRAINAGE PLAN FOR DRAINAGE RUNS, GRADIENTS AND MANHOLE INVERTS. DRAINS PASSING THROUGH WALLS TO HAVE 50MM CLEARANCE ALL ROUND WITH LINTEL OVER.

THAMES WATER

ID THE PROPOSED BUILDING IS WITHIN 3M FROM PUBLIC SEWER, THEN A BUILD OVER AGREEMENT IS REQUIRED WITH THE THAMES WATER BEFORE THE START OF CONSTRUCTION ON SITE. PLEASE MAKE SURE THAT THE AGREEMENT IS IN-PLACE BEFORE THE START OF WORK.

SERVICES

SEAL AT FLOOR AND CEILING LEVELS THE BOXING-IN OF CONCEALED SERVICES. SEAL AROUND ALL PIPED SERVICES WHERE THEY PENETRATE OR PROJECT INTO HOLLOW CONSTRUCTIONS OR VOIDS.

GENERAL

THESE NOTES DO NOT COMPRISE A FULL SPECIFICATION. THEY ARE FOR GENERAL GUIDANCE ONLY AND THEIR PRIMARY FUNCTION IS TO ASSIST LOCAL AUTHORITY OFFICERS IN DETERMINING BUILDING REGULATION APPLICATIONS.

WHERE CLARIFICATION IS CONSIDERED NECESSARY, REFERENCE SHOULD BE MADE TO THE ARCHITECTURAL SERVICES CONSULTANT.

THE BUILDER WILL BE RESPONSIBLE FOR ENSURING THAT ALL BUILDING WORK CARRIED OUT BY THEM OR UNDER THEIR INSTRUCTIONS COMPLIES WITH THE RELEVANT CURRENT REGULATIONS, BRITISH STANDARDS AND CODES OF PRACTICE, BYE-LAWS AND MANUFACTURERS' INSTRUCTIONS.

THE U-VALUES QUOTED ABOVE ASSUME THAT A CALCULATION UNDER THE GOVERNMENT'S STANDARD ASSESSMENT PROCEDURE. BETTER VALUES MAY BE REQUIRED BY THE BUILDING REGULATION AUTHORITY TO IMPROVE THE ENERGY PERFORMANCE.

THE BUILDER WILL BE RESPONSIBLE FOR ENSURING THAT ALL BUILDING WORK CARRIED OUT BY THEM OR UNDER THEIR INSTRUCTIONS COMPLIES WITH THE RELEVANT CURRENT REGULATIONS, BRITISH STANDARDS AND CODES OF PRACTICE, BYE-LAWS AND MANUFACTURERS' INSTRUCTIONS.

THE U-VALUES QUOTED ABOVE ASSUME THAT A CALCULATION UNDER THE GOVERNMENT'S STANDARD ASSESSMENT PROCEDURE. BETTER VALUES MAY BE REQUIRED BY THE BUILDING REGULATION AUTHORITY TO IMPROVE THE ENERGY PERFORMANCE.

New

Demolition Plans

Notes:

1. ALL

2. THE

Rafter Direction - Rafter Size 150x50mm C24 @400 Centers

ANGLES,

WORKS COMMENCEMENT. ANY

REPORT IMMEDIATELY TO THE ENGINEER.

3. CONDITION OF ALL EXISTING STRUCTURAL ELEMENTS, WITH PARTICULAR ATTENTION TO EXISTING BEARING WALLS TO BE USED FOR THE PROPOSED DEVELOPMENT, TO BE CHECKED BY THE CONTRACTOR BEFORE WORKS COMMENCEMENT.

4. DRAWINGS TO BE READ IN CONJUNCTION WITH RELATIVE STRUCTURAL CALCULATIONS, DETAILS AND SPECIFICATION. 5. DO NOT SCALE FROM DRAWINGS. DIMENSIONS ARE INDICATIVE ONLY.

6. CONTRACTOR AND CLIENT TO BE AWARE OF CONSTRUCTION & DESIGN MANAGEMENT (CDM) DUTIES.

Notes:

Rafter Direction Rafter Size 150x50mm C24 @400 Centers

OTHERWISE

ANGLES, DRAIN RUNS AND CONDITIONS ON SITE BEFORE WORKS COMMENCEMENT. ANY DISCREPANCIES REPORT IMMEDIATELY TO THE ENGINEER.

3. CONDITION OF ALL EXISTING STRUCTURAL ELEMENTS, WITH PARTICULAR ATTENTION TO EXISTING BEARING WALLS TO BE USED FOR THE PROPOSED DEVELOPMENT, TO BE CHECKED BY THE CONTRACTOR BEFORE WORKS COMMENCEMENT.

4. DRAWINGS TO BE READ IN CONJUNCTION WITH RELATIVE STRUCTURAL CALCULATIONS, DETAILS AND SPECIFICATION.

5. DO NOT SCALE FROM DRAWINGS. DIMENSIONS ARE INDICATIVE ONLY.

6. CONTRACTOR AND CLIENT TO BE AWARE OF CONSTRUCTION & DESIGN MANAGEMENT (CDM) DUTIES.

Notes:

Rafter

3. CONDITION OF

THE ENGINEER.

EXISTING STRUCTURAL

PARTICULAR ATTENTION TO EXISTING BEARING WALLS

BE USED FOR THE PROPOSED DEVELOPMENT,

BE CHECKED BY THE CONTRACTOR BEFORE WORKS COMMENCEMENT.

4. DRAWINGS TO BE READ IN CONJUNCTION WITH RELATIVE STRUCTURAL CALCULATIONS, DETAILS AND SPECIFICATION.

5. DO NOT SCALE FROM DRAWINGS. DIMENSIONS ARE INDICATIVE ONLY.

6. CONTRACTOR AND CLIENT TO BE AWARE OF CONSTRUCTION & DESIGN MANAGEMENT (CDM) DUTIES.

Rafter

C24 @400 Centers

Notes:

1. ALL DIMENSIONS IN MILLIMETERS UNLESS OTHERWISE

2. THE CONTRACTOR TO CHECK

DIMENSIONS, ANGLES, DRAIN RUNS AND CONDITIONS ON SITE BEFORE WORKS COMMENCEMENT. ANY DISCREPANCIES REPORT IMMEDIATELY TO THE ENGINEER.

3. CONDITION OF ALL EXISTING STRUCTURAL ELEMENTS, WITH PARTICULAR ATTENTION TO EXISTING BEARING WALLS TO BE USED FOR THE PROPOSED DEVELOPMENT, TO BE CHECKED BY THE CONTRACTOR BEFORE WORKS COMMENCEMENT.

4. DRAWINGS TO BE READ IN CONJUNCTION WITH RELATIVE STRUCTURAL CALCULATIONS, DETAILS AND SPECIFICATION.

5. DO NOT SCALE FROM DRAWINGS. DIMENSIONS ARE INDICATIVE ONLY.

6. CONTRACTOR AND CLIENT TO BE AWARE OF CONSTRUCTION & DESIGN MANAGEMENT (CDM) DUTIES.

Notes:

Rafter

Rafter Size 150x50mm C24 @400 Centers

BEARING WALLS TO BE USED FOR THE PROPOSED DEVELOPMENT, TO BE CHECKED BY THE CONTRACTOR BEFORE WORKS COMMENCEMENT.

4. DRAWINGS TO BE READ IN CONJUNCTION WITH RELATIVE STRUCTURAL CALCULATIONS, DETAILS AND SPECIFICATION.

5. DO NOT SCALE FROM DRAWINGS. DIMENSIONS ARE INDICATIVE ONLY.

6. CONTRACTOR AND CLIENT TO BE AWARE OF CONSTRUCTION & DESIGN MANAGEMENT (CDM) DUTIES.

Notes:

Rafter Direction Rafter Size 150x50mm C24 @400 Centers

1. ALL DIMENSIONS IN MILLIMETERS UNLESS OTHERWISE SPECIFIED.

2. THE CONTRACTOR TO CHECK

DIMENSIONS, ANGLES, DRAIN RUNS AND CONDITIONS ON SITE BEFORE WORKS COMMENCEMENT. ANY DISCREPANCIES REPORT IMMEDIATELY TO THE ENGINEER.

3. CONDITION OF ALL EXISTING STRUCTURAL ELEMENTS, WITH PARTICULAR ATTENTION TO EXISTING BEARING WALLS TO BE USED FOR THE PROPOSED DEVELOPMENT, TO BE CHECKED BY THE CONTRACTOR BEFORE WORKS COMMENCEMENT.

4. DRAWINGS TO BE READ IN CONJUNCTION WITH RELATIVE STRUCTURAL CALCULATIONS, DETAILS AND SPECIFICATION. 5. DO NOT SCALE FROM DRAWINGS. DIMENSIONS ARE INDICATIVE ONLY.

6. CONTRACTOR AND CLIENT TO BE AWARE OF CONSTRUCTION & DESIGN MANAGEMENT (CDM) DUTIES.

Notes:

Rafter Direction Rafter Size 150x50mm C24 @400 Centers

THE

CONDITION OF

EXISTING STRUCTURAL ELEMENTS, WITH PARTICULAR ATTENTION TO EXISTING BEARING WALLS TO BE USED FOR THE PROPOSED DEVELOPMENT, TO BE CHECKED BY THE CONTRACTOR BEFORE WORKS COMMENCEMENT.

4. DRAWINGS TO BE READ IN CONJUNCTION WITH RELATIVE STRUCTURAL CALCULATIONS, DETAILS AND SPECIFICATION. 5. DO NOT SCALE FROM DRAWINGS. DIMENSIONS ARE INDICATIVE ONLY.

6. CONTRACTOR AND CLIENT TO BE AWARE OF CONSTRUCTION & DESIGN MANAGEMENT (CDM) DUTIES.

Structural Drawing Set

9155

5650

Floor 3375

Floor Mezzanine

2815

Ground Floor 0

Level 9155 Ground Floor Mezzanine Level 2815

First Floor Mezzanine Level 5650

First Floor 3375

PFC150x75x18

Plate 6x310

C0.05 SHS100x100x6.3 C0.04 SHS100x100x6.3

Ground Floor 0

Ceiling -240

Level 6690 Garden LVL -600

Wall Foundation Bearing Footing 1000x450mm

Ground Floor Level -1880

C0.06 SHS100x100x6.3

C0.04

B1.04/ PFC150x75x18

B1.07/ UKC152x152x23

B1.05/ PFC150x75x18

C0.01

B1.01/ UKC203x203x60

B1.02/ UKC203x203x86

C0.02

B0.02/

C0.06

C0.05 SHS100x100x6.3

C0.07

Exterior Wall Type Legend

DescriptionNo Cross-Section

New House External Cavity Wall (U-Value 0.14 W/m2k)

External to Internal Finish:

EXW-31

- 100mm Brick Work over, - 10mm Matching cavity over - 115mm Kingspan Kooltherm K106 Insulation, - 100mm block 7kN Concrete masonry blockwork over, - 8mm Adhesive Layer over, - 12.5 Plasterboard skimmed finished

Interior Wall Type Legend

DescriptionNo Cross-Section

IW-12

New Internal Stud Partition Wall -125mm ThickExternal to Internal Finish: 2x12.5 mm Plasterboard; 75mm Tanalised S/w Timber Studs @600mm c/c Filled with 50mm Isover APR 1200 Acoustical Insulation, 2x12.5 mm Plasterboard./ MR Plasterboard in Bathroom Area

IW-11

EXW-30

New House External Party Wall (U-Value 0.18 W/m2k)

External to Internal Finish:

- 100mm Celotex GA 4100 Insulation in 100mm cavity, - 100mm block 7kN Concrete masonry blockwork over, - 8mm Adhesive Layer over, - 12.5mm Plasterboard skimmed finished

New House External Brick Wall (U-Value N.A) External to Internal Finish:

EXW-03

- 100mm Matching Brick Work

IW-13C

New Internal Stud Partition Wall- 100 mm thick External to Internal Finish: 12.5 mm Plasterboard; 75mm Tanalised S/w Timber Studs @600mm c/c c/c Filled with 50mm Isover APR 1200 Acoustical Insulation, 12.5 mm Plasterboard./ MR Plasterboard in Bathroom Area

New Internal Stud Partition Wall with Pocket for door- 185mm thick External to Internal Finish: - 12.5 mm Plasterboard; - 50mm Metal Stud layer over, or 50x75 Tanalised S/w Timber Stud over @ 600mm c/c, - 50mm Isover APR 1200 sound insulation over,(Or Pocket for Door) - 50mm Metal Stud layer over, or 50x75 Tanalised S/w Timber Stud over@600mm c/c, - 12.5 mm Plasterboard

IW-9

IW-21 IW-20

New Internal Stud Partition Wall- 190mm thick External to Internal Finish: - 12.5 mm Gypsum wall board, - 8mm Adhesive Layer over, - 140mm Concrete Masonry Block Work over, - 8mm Adhesive Layer over, - 12.5 mm Gypsum wall board,

New Internal Stud Lining - 163mm

- 12.5

100mm

-50mm

GA 4100 PIR

stud

New Insulated Plasterboard Wall- 72.5mm

- 12.5

60mm

Brether

Gypsum

Detail

Plumbing

Drawings

TOILET CONNECTED WITH 110MM

RODDING

WITH

WASH

TRAP.

PIPE

TRAP.

FALLS

SOILPIPE

FALL MINIMUM

Drawings Set

ALL EMERGENCY LIGHTING TO BE DESIGNED & INSTALLED IN ACCORDANCE WITH BSEN1838 & BS5266(1999)

ALL SOCKET OUTLETS TO BE RCD PROTECTED (EXCLUDING TILL EQUIPMENT POWER SOCKETS) AT THE DISTRIBUTION BOARD.

FIRE ALARM SYSTEM TO BE DESIGNED IN ACCORDANCE WITH BRITISH STANDARD 5839 PART 1 & INSTALLED BY APPROVED CONTRACTOR.

ALL WORKS TO CONFORM TO CURRENT LANDLORDS FIT-OUT REQUIREMENTS.

FIRE EXIT SIGNAGE DESIGN & INSTALLATION MUST CONFORM TO BRITISH STANDARD 5499 PART 4-2000.

CEILING TO BE INSTALLED ON SOLID SUPPORTS (NOT WIRE) TO COMPLY WITH BRITISH STANDARD 8290 PART 1.

ANY ALTERATIONS TO THE FIRE ALARM SYSTEM WILL BE IN ACCORDANCE WITH BS5839 PART 1.

ANY ALTERATIONS TO THE EMERGENCY LIGHTING SYSTEM WILL BE IN ACCORDANCE WITH BS5266 PART1.

ALL DOORS/COUNTER FLAPS ON ESCAPE ROUTES WILL BE READILY OPENABLE WITHOUT THE USE OF A KEY.

NEW CEILINGS AND WALL FINISHES WILL BE SURFACE SPREAD OF FLAME RATING OF CLASS O TO CIRCULATION ROUTES, CLASS 1 ELSEWHERE, AND CLASS 3 TO SMALL ROOMS.

ALL LED STRIP LIGHTS TO HAVE CORRECT DRIVER (24V OR 12V)

1.

& LIFE SAFETY NOTES

MAIN CONTRACTOR TO COORDINATE INSTALLATIONS BY SUPPLIERS BELOW.

MUSIC SYSTEM: CLIENT ORDER DIRECT SUPPLIER THE BASE CONTROL UNIT FOR THIS SYSTEM WILL BE INSTALLED IN THE BOH AND WILL REQUIRE POWER. THIS SYSTEM MUST ALSO BE LINKED TO FIRE ALARM SYSTEM - TO CUTOUT UPON ACTIVATION OF ALARM.

2. FOOTFALL COUNTER: CHECK WITH CLIENT. CABLE CONDUIT BY MAIN CONTRACTOR TO SERVICE DESK, M&E CONTRACTOR TO FIT ELECTRIC SPUR ABOVE DOOR. ALL FOOTFALL KIT TO BE CONCEALED, OR BOH.

3. CCTV: BY CLIENT CABLING AND DATA BY MAIN CONTRACTOR POSITIONS TBC

4. INTRUDER ALARM: CLIENT NOMINATED SUPPLIER M&E CONTRACTOR TO PROVIDE POWER AND SPURS AS REQUIRED IN BOTH FRONT AND BACK OF HOUSE. EQUIPMENT LOCATIONS TO BE AGREED. MAIN CONTRACTOR AND FIRE DETECTION CONTRACTOR TO LIASE WITH NOMINATED SUPPLIER WITH REFERENCE TO INSTALLATIONS AND SENSITIVITY OF SYSTEMS RELATIVE TO OTHER FITTINGS.

5. IT EQUIPMENT: DIRECT ORDER

6. BT INSTALLATION: DIRECT ORDER SUPPLIER

7. HEARING LOOP INSTALLATION: NOT APPLICABLE.

8. CONTRACTOR TO CHECK DIMMING/NON-DIMMING FUNCTION WITH CLIENT.

RCP & LIFE SAFETY NOTES

ALL NEW INTERNAL CORRIDOR AND ROOM DOOR SETS ARE TO BE MINIMUM OF 950MM WIDE DESIGNED TO GIVE A CLEAR DIMENSION FROM FACE OF OPEN DOOR LEAF TO OPPOSITE DOOR JAM OF 800MM - BUILDING REGULATIONS PART M COMPLIANCE.

NEW ACCESSABLE TOILET DOOR MUST BE 1000MM OVERALL SET OTHER CUSTOMER/STAFF TOILETS ENTRANCE DOOR SETS TO BE A MINIMUM OF 950MM WIDE OVERALL.

FD30 S VP SC -30MIN FIRE DOOR CONSTRUCTION (FD30) WITH INTUMESCENT SEALS INCLUDING SMOKE STOPS (S) WITH VISION PANELS (VP AND DOOR CLOSURE (SC). FD60 DOORS TO BE USED WHERE STATED.

VISION PANELS IN FIRE DOORS TO BE CONSTRUCTED IN PYROBEL 12 OR SWISS FLAM CLEAR GLAZING TO GIVE 30MIN PROTECTION. VISION PANELS TO BE APPROX 1450MM X 150MM WIDE EXTENDING TO WITHIN 300MM OF DOOR TOP AND 300MM OF DOOR BOTTOM AND INSET BY 225MM FROM OPEN SIDE.

DOORS TO KITCHEN TO HAVE HIGH LEVEL VISION PANELS WITH 500MM STAINLESS STEEL KICKPLATES TO BASE AND DOUBLE SING HINGE. DOOR LEADING FROM PUBLIC SPACES TO BACK OF HOUSE TO BE FITTED WITH ELECTRONIC ACCESS KEPYPAD.

ALL FIRE DOORS TO HAVE SELF CLOSURE DEVICES WITH 'FIRE DOOR KEPT SHUT' SIGNS FITTED TO BOTH SIDES.

ALL FIRE DOORS NOT FITTED WITH SELF CLOSURE DEVICES TO BE FITTED WITH 'FIRE DOOR KEEP SHUT' SIGNAGE. SELF CLOSURES MUST BE DESIGNED TO SUIT DOOR WEIGHT AND SIZE, BUT SET TO AN OPENING STRENGTH NO GREATER THAN 20N.

IRONMONGERY: DOOR FURNITURE, HANDLES, KICK PLATES/PUSH PLATES ALL TO BE STAINLESS STEEL SATIN FINISH. SEE FINISHES FOR DETAILS. DOOR FINISHES: ALL DOORS TO BE DECORATED ON SITE WITH 1 COAT PRIMER AND 2 COATS EGSHELL PAINT PT03. ARCHITRAVE PT03 FINAL FIRE EXIT DOORS TO BE FITTED WITH EMERGENCY RELEASE ESCAPE IRONMONGERY TO PART B BUILDING REGULATIONS AND BS 9999. ADDITIONAL LAST MAN OUT EASY RELEASE SECURING DEVICE MAY BE FITTED IN COMPLIANCE WUTH BS 9999, PROVIDING THAT THE USE IS FACTORED INTO CLIENTS RISK ASSESMENT.

LIGHTING LEGEND

ADJUSTABLE SPOTLIGHT

IP67 ADJUSTABLE SPOTLIGHT

PENDANT/CHANDELIER LIGHT

FLOOR/TABLE LAMP

WALL MOUNTED LIGHT

IP

LED STRIP LIGHT

SMOKE DETECTORSD

HEAT DETECTORHD

IP IP67 RATED WALL MOUNTED LIGHTS @1700MM EXHAUST FANFAN

LED STRIP LIGHT (IP RATE IN BATHROOMS)

Layouts