Building Regulations Example Project: Westend Avenue by Designlabs London

Building Regulation Drawing Set

New Walls & Demolition Plans

Sub- Structural Setting Out Plan

Setting Out Drawings

Building Element Legends & Schedule Sheets

Building Regs and Construction Specifications

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 150MM CONCRETE GROUND BEARING FLOOR SLAB WITH A393 MESH REINFORCEMENT WITH MIN. 50MM COVER, (ENGINEER TO CONFIRM), ON BRICK BALLAST/CRUSHED STONE BASE ON WELL COMPACTED SOIL 25MM CELOTEX INSULATION STRIP TO BE PROVIDED TO ALL PERIMETER WALLS. CONSTRUCTION TO ACHIEVE U-VALUE OF 0.16

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

SUSPENDED BEAM AND BLOCK FLOOR : IF REQUIRED 75MM REINFORCED SAND/CEMENT SCREED (UNDER FLOOR HEATING TO SPECIALIST'S DESIGNTO 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 150MM BEAM AND BLOCK SUSPENDED FLOOR (ENGINEER TO CONFIRM), WITH MINIMUM 225MM VOID BELOW.

25MM CELOTEX INSULATION STRIP TO BE PROVIDED TO ALL PERIMETER WALLS. CONSTRUCTION TO ACHIEVE U-VALUE OF 0.16

REDUCED LEVEL BENEATH FLOOR SLAB, TO BE TREATED WITH 'APPROVED' WEED KILLER, PRIOR TO INSTALLATION OF FLOOR BEAMS. UNDER FLOOR VOID TO BE CROSS VENTILATED WITH 225X75 AIR BRICK TO BS 493 AT MAXIMUM 2000 CENTRES AND MAXIMUM 450 FROM EXTERNAL/PALARTY WALLS.

FLOOR BEAMS TO BE POSITIONED TO ENSURE THAT BEAMS DO NOT BEAR DIRECTLY OVER 'UNDERFLOOR' VOID VENTILATORS. CAVITY TRAY DPC'S TO BE INSTALLED WHERE EXTERNAL WALL CAVITY IS BRIDGED.

PRE-CAST CONCRETE FLOOR BEAMS TO BE BBA APPROVED ('BISON' OR SIMILAR APPROVED). MINIMUM 450MM FROM UNDERSIDE OF BEAM & BLOCK / CONCRETE FLOOR TO TOP OF FOUNDATION. CONSTRUCTION TO BE CONFIRMED AND DETALED BY STRUCTURAL ENGINEERS ENGINEER.

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'.

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.

360.5MM 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 140MM KNAUF DRITHERM 32 (TC 0.037) OR SIMILAR APPROVED IN ACCORDANCE WITH MANUFACTURERS DETAILS. OUTER LEAF GENERALLY TO BE 102.5MM (FL DURABILITY) FACING BRICKWORK TO LOCAL AUTHORITY APPROVAL. TOTAL EXTERNAL CAVITY WALL TO ACHIEVE MINIMUM 'U' VALUE 0.18 W PER M2K.

WALL TIES ARE TO BE SPACED MAX. 750MM HORIZONTALLY & 450MM VERTICALLY & STAGGERED. ADDITIONAL WALL TIES ARE TO BE PROVIDED TO COINCIDE WITH EACH BLOCK COURSE AT OPENINGS.

THE 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 N 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.

INTERNAL WALLS

INTERNAL LOAD BEARING MASONRY OR NON-LOAD BEARING MASONRY WALLS TO BE 100MM DENSE CONCRETE BLOCK, (STRENGTH TO BE MINIMUM 7.3 N/MM. SQ) WITH 12.5MM PLASTERBOARD ON DABS TO BOTH SIDES, TAPED, JOINTED AND SKIMMED READY TO RECEIVE DECORATION. LOAD BEARING WALLS TO HAVE FOOTINGS AS PER ENGINEER'S FOUNDATION DETAILS. DPCS TO BE PROVIDED.

INTERNAL PARTITIONS TO BE BRITISH GYPSUM 'GYPWALL' METAL STUD-PARTITIONING SYSTEM OR APPROVED TIMBER STUDS, TOTAL OVERALL THICKNESS 95MM. USING 70MM METAL /TIMBER STUDS AT 600MM CTRS. WITH 12.5MM BRITISH GYPSUM 'SOUNDBLOC' BOTH SIDES (MOISTURE RESISTANT TO BATHROOM & ENSUITES). PARTITION TO ACHIEVE 40DB SOUND REDUCTION.

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 KICHETN/BATHROOM FITTINGS AND APPLIANCES.

UPPER FLOORS

UPPER FLOOR IN ACCORDANCE WITH SPECIALISTS'S DESIGN AND DETAILS 18-22MM THICK MOISTURE-RESISTANT FLOORING TYPE C4 CHIPBOARD TO B.S 5669, ENSURE THROUGHOUT EDGES OF BOARDS SUPPORTED ON JOISTS OR NOGGINS, WITH 10MM EXPANSION GAP AT ROOM PERIMETERS BETWEEN CHIPBOARD AND WALLS.

BOARDS TO BE SECURELY FIXED THROUGH TO 50X200MM (TBC BY ENGINEER) DEEP C24 TIMBER JOIST SYSTEM OR ATTIC TRUSSES AT CENTRES AS SPECIFIED BY SPECIALIST MANUFACTURER/ STRUCTURAL ENGINEER. THE ENTIRE FLOOR IS TO BE INSTALLED IN STRICT ACCORDANCE WITH THE MANUFACTURER'S INSTRUCTIONS - STANDARD DETAILS AND SETTING OUT

JOISTS TO BE SUPPORTED ON HANGERS AT PARTY WALL AND EXTERNAL WALL. AT PARTY WALLS THE JOISTS ARE TO BE SEALED FOR FIRE AND ACOUSTIC REQUIREMENTS IN STRICT ACCORDANCE WITH THE MANUFACTURERS INSTRUCTIONS.

UNDERSIDE OF JOISTS TO RECEIVE 12.5MM SOUNDBLOCK PLASTERBOARD CEILING, TAPED, SKIMMED AND SET FINISHED. FLOOR VOID TO HAVE 100MM THICK MINERAL FIBRE INSULATION FOR SOUND REDUCTION.

OVERALL CONSTRUCTION TO ACHIEVE MINIMUM AIRBORNE SOUND REDUCTION OF 40DB

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.

SLOPING CEILING - MINIMUM 150MM DEEP LOOSE RAFTERS / TRUSS RAFTERS AT 400C/C TO ROOF MANUFACTURER'S OR ENGINEER'S DESIGN AND DETAILS. AT SLOPING SCEILING, BREATHABLE ROOFING MEMBRANE WITH 100MM CELOTEX GA4000 OR SIMILAR APPROVED INSULATION BETWEEN RAFTERS WITH MIN 50MM VOID OVER INSULATION AND CELOTEX PL4065 (65+12.5) OR EQUIVALENT UNDER RAFTERS WITH VAPOUR CHECK LAYER, ROOF CONSTRUCTION TO ACHIEVE MIN. U-VALUE OF 0.15

FLAT ROOF LOFT VOID - ROOF INSULATION TO FLAT CEILING AREAS TO BE 350MM GLASS FIBRE INSULATION QUILT LAID IN 3 LAYERS. 100MM LAID BETWEEN TRUSSED RAFTERS/CEILING JOISTS AND 2 LAYERS 125MM CROSS LAID AT RIGHT ANGLES OVER. 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 140MM CELOTEX RIGID INSULATION OR KINGSPAN TR26 INSULATION OR SIMILAR APPROVED WITH VAPOUR CONTROL LAYER ON BOTH SIDES, ON 18MM OSB2 BOARD, ON SW FURRINGS TO GIVE MINIMUM 1:60 FALL, ON 150/175/200MM JOISTS (TBC BY ENGINEER), 15MM CEILING BOARD WITH VAPOUR CONTROL LAYER, CONSTRUCTION TO ACHIEVE U-VALUE OF 0.15

FLAT ROOF (COLD ROOF) FIBER GLASS WATER PROOFING LAYER OR SIMILAR APPROVED TO MANUFACTURER'S INSTRUCTIONS AND DETAILS. ON 18MM OSB 3 BOARD, ON SW FURRINGS TO GIVE MINIMUM 1:60 FALL, ON 150/200MM JOISTS (TBC BY ENGINEER), THE JOISTS SHOULD BE PROVIDED EITHER WITHOUT CEILING BOARD OR 10MM WIDE AIR GAP TO BE PROVIDED TO ALL SIDES FOR CROSS VENTILATION.

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.

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.

Building Regs and Construction Specifications

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 8000MM2.

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 1.4 W/M2K.UNLESS STATED ON THE SCHEDULE.

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

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 1.1

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

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. 36MM TRIPPLE SEALED GLAZED UNITS WITH LOW-E GLASS TO BE USED. OBSCURE GLASS TO WC AND BATHROOM WINDOWS.

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.

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.

FIRE PRECAUTIONS

7.1 EXISTING WALLS/PARTITIONS ENCLOSING STAIRWELL AT, FIRST AND SECOND FLOOR LEVEL ARE TO BE UPGRADED AS REQUIRED BY THE BUILDING CONTROL SURVEYOR TO ACHIEVE 30 MINUTES FIRE RESISTANCE.

7.2 NEW DOOR OPENINGS THROUGH THE STAIRWELL ENCLOSURE ( WITH THE EXCEPTION OF THOSE TO BATH/SHOWER ROOMS AND WCS) ARE TO BE FITTED WITH 30 MINUTE FIRE RESISTING DOOR/FRAME SETS TESTED IN ACCORDANCE WITH BS.476. POSITIONS MARKED ■ ON PLAN.

7.3 EXISTING DOOR OPENINGS THROUGH THE STAIRWELL ENCLOSURE ARE TO BE FITTED WITH 30 MINUTE FIRE RESISTING DOORS TESTED IN ACCORDANCE WITH BS476 AND FITTED WITH INTUMESCENT STRIPS POSITIONS MARKED FD20 ON PLAN.

7.4 THE STAIRWELL ENCLOSURE AND IT FIRE RESISTING ENCLOSURE SHALL CONTINUE TO A FINAL EXIT FROM THE BUILDING.

7.5 ANY NEW OR EXISTING GLAZING IN THE STAIRWAY ENCLOSURE AND ITS DOORS SHALL BE OF GEORGIAN WIRED POLISHED PLATE OR PYROGLAZE PROVIDING 30 MINUTES FIRE RESISTANCE, AND OF SAFETY OR TOUGHENED GLASS IN “CRITICAL LOCATIONS ”

7.6 MAINS POWERED SMOKE DETECTORS/ALARMS, WITH BATTERY BACKUP, CONFORMING WITH L1 STANDARD OF BS.5839 WILL BE PROVIDED IN THE STAIRWELL AT GROUND, FIRST AND SECOND FLOOR AND IN EACH HABITABLE ROOM. THE KITCHEN WILL BE PROVIDED WITH A HEAT DETECTOR.

7.7 THE PARTITIONS FORMING THE INTERNAL ENTRANCE LOBBY TO EACH FLAT WILL BE CONSTRUCTED TO ACHIEVE A MINIMUM OF 30 MINUTES FIRE RESISTANCE. ANY DOORWAYS IN THESE PARTITIONS WILL BE FITTED WITH 30 MINUTE FIRE DOORS.

7.8 STEELWORK WILL BE ENCASED OR OTHERWISE TREATED SO AS TO HAVE AT LEAST 30 MINUTES FIRE RESISTANCE."

ELECTRICAL INSTALLATION

ELECTRICAL INSTALLATION TO BE IN ACCORDANCE WITH PPROVED 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 EAVES GUARD.

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.

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.

Speciality Drawings

Electrical & Small Power Layouts (With Furniture)

Fresh Air Exchange and Mechanical Ventilation - Plans

Air Conditioning Mech Vent

Lighting Plans

Drainage & Rain Water Drawings

Drainage & Rain Water Drawings- 3-D

Soft Water Distribution

Floor Finish Layout Drawings

Under Floor Heating Layout Drawings

Fire Safety Layout Drawings

CCTV Layout

Architectural Specification for External CCTV Cameras with 4K Resolution and Power over Ethernet (PoE) for a Residential Building

1. General Overview

This specification outlines the requirements for the supply, installation, and commissioning of external CCTV cameras for a residential building. The cameras must feature 4K resolution for high-quality video capture and be powered using Power over Ethernet (PoE) technology to reduce cable clutter and enhance system reliability. This system is designed to enhance security and surveillance in key external areas of the building

2. Project Scope

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Building Type: Residential Building

Location: External Perimeter (Entrances, Walkways, Parking Areas, Courtyards, etc.)

Cameras Required: As determined by site plan (minimum 8-12 cameras)

Resolution: 4K Ultra HD (3840 x 2160 pixels)

Power Supply: Power over Ethernet (PoE)

3. Standards and Compliance

The entire system shall comply with the following standards:

IP Rating: Minimum IP66 or higher for weatherproofing

IK Rating: IK10 for vandal resistance (especially in vulnerable areas)

IEEE Standards for PoE: IEEE 802.3af/at compliant (PoE/PoE+)

Compression Technology: H.265/H.264 video compression to reduce bandwidth and storage requirements

ONVIF Compliance: The cameras shall comply with ONVIF Profile S for easy integration with other devices

4. Camera Technical Specifications

4.1 General Features

Resolution: 4K Ultra HD (3840x2160) at 30 frames per second (fps)

Lens Type: Varifocal lens (2.8-12mm) with auto-focus capability

Field of View (FoV): Horizontal FoV between 80° and 120°, depending on lens

Infrared (IR) Range: Minimum 30 meters for night vision

Dynamic Range: Wide Dynamic Range (WDR) of 120dB or higher for better image clarity under varying lighting conditions

Image Sensor: 1/2.5" or larger CMOS sensor for optimal low-light performance

Day/Night Mode: Automatic switching between day (color) and night (black and white) modes, with integrated IR illumination

Audio Capability: Built-in microphone with noise reduction technology (optional)

4.2 Power Supply and Network

Power Source: PoE (Power over Ethernet) compliant with IEEE 802.3af/at standards

Ethernet Cable Requirements: Cat5e or Cat6 cabling to support both data transmission and power supply over PoE

Network Interface: RJ45 10/100/1000 Mbps Ethernet interface

Bandwidth: Optimized to work under 20 Mbps per stream using H.265 compression

4.3 Environmental Requirements

Weatherproofing: IP66 or higher to ensure the cameras are suitable for all weather conditions, including rain, snow, and extreme heat

Vandal Resistance: IK10 vandal-proof rating, particularly in exposed or public areas

Operating Temperature: -30°C to +60°C

Humidity: 10% to 90% non-condensing

4.4 Mounting and Housing

Mount Type: Wall, ceiling, or pole mount, depending on site-specific requirements

Material: Anti-corrosion, UV-resistant housing made of aluminum or stainless steel

Tamper Detection: Alerts for unauthorized attempts to interfere with the camera (optional)

4.5 Smart Features (Optional)

Motion Detection: Configurable motion detection with customizable zones

Intrusion Detection: Notification alerts when motion is detected in pre-defined areas

Line-Crossing Detection: Alerts when virtual boundary lines are crossed

Facial Recognition/License Plate Recognition: Optional AI features for advanced security applications

Storage: Local SD card slot (minimum 128 GB support), plus compatibility with centralized network video recorders (NVRs)

5. Installation Requirements

5.1 Cabling

Ethernet Cable: Minimum Category 5e or 6 UTP/FTP cable to support both network connectivity and PoE

Cable Runs: All cable runs shall comply with industry standards (maximum 100m for direct PoE from a switch)

Conduit/Trunking: Outdoor-rated conduits for weather protection and enhanced durability in harsh environments

Grounding and Surge Protection: Appropriate grounding and surge protection measures should be included for all external cables

5.2 Mounting Locations

CCTV Layout

Entrances and Exits: High-resolution cameras must cover all building entrances and exits

Perimeter Walls: Cameras shall be mounted to cover the external perimeter walls, ensuring no blind spots

Parking Areas: Coverage of all parking spaces and vehicle entry/exit points

Walkways and Common Areas: Strategic placement to monitor areas where foot traffic is high

Height of Cameras: Install cameras at a minimum height of 2.5 meters to avoid tampering, but no higher than 5 meters to ensure effective coverage and facial recognition capability

6. Network and Storage Requirements

6.1 Network

Switches: All network switches should be PoE-capable and support the required power draw of the cameras. If cameras are located far from power sources, PoE injectors or mid-span PoE devices may be required.

Bandwidth: A minimum of 50 Mbps upload speed is recommended for remote monitoring of live video streams in 4K resolution

6.2 Storage

NVR Compatibility: The cameras shall be compatible with NVRs (Network Video Recorders) that support 4K resolution recording and H.265/H.264 video compression.

Recording Capacity: Based on continuous 24/7 recording, a minimum of 30 days of footage retention shall be available, with scalable storage solutions or 6 TeraBytes of Minimum Hard Disk Drive space.

Cloud Storage (Optional): The system should offer the capability to upload footage to a secure cloud storage solution for offsite backups.

7. System Management and Monitoring

7.1 Control Software

VMS (Video Management System): The system must be capable of integrating with a VMS, allowing for remote monitoring, playback, and video management from a central interface (PC or mobile)

User Access Control: Role-based access to the system with varying levels of permissions (e.g., view-only, administrative control, etc.)

7.2 Mobile Application

Mobile Viewing: The system should support live view and playback of footage on mobile applications (iOS and Android) with push notifications for alarms or motion detection events

7.3 Alarms and Notifications

Alarm Triggering: The system should be configured to send notifications via email or SMS in the event of motion detection or tampering

Integration with Alarm System: The CCTV system should have the capability to be integrated with the building's existing alarm system, if applicable

8. Testing and Commissioning

System Testing: Upon completion of installation, the entire system shall be tested to ensure full functionality of each camera, power supply, and recording system

Quality Check: Ensure 4K video quality, clarity in day/night modes, and effectiveness of all smart detection features

Training: Provide training for building management or residents on how to use the system, including mobile app features and alarm notifications

9. Documentation and Warranty

As-Built Drawings: Detailed installation drawings showing the camera locations and cable routes

Operation Manuals: Provide user manuals for the CCTV system hardware and software

Warranty: A minimum 3-year warranty on all CCTV equipment including cameras, cabling, NVRs, and switches

10. Conclusion

This specification ensures the installation of a high-quality, reliable, and scalable external CCTV system to enhance security at the residential building. The use of IP68 4K resolution cameras powered by PoE ensures clarity in surveillance footage, while reducing the complexity of the installation by combining power and data through a single cable.

51 West End Avenue - Design Presentation

Proposed Structural Drawings

/Padstone 450x100x215mm

Proposed Structural Drawings

/Padstone 450x100x215mm

SB05/ UKC203x203x60

/Padstone 300x100x215mm

/Padstone 450x100x215mm

SB-03/ UKC203x203x46

SB-02/ UKC203x203x46

/Padstone 450x100x215mm

UKC203x203x46 SB-05A/ UKB203x102x23

/Padstone 550x100x275mm /Padstone 650x100x325mm

SB-06/ UKC203x203x46

SHS80x80x8

SB01/ UKC203x203x46

SB-11/ UKC254x254x167

SP3SHS80x80x8

SB-09/ SHS80x80x8

Proposed Structural Drawings

SB-02/ UKC203x203x46 TP3100x100 TP5100x100

SB01 / UKC203x203x46 TP6100x100 TP6100x100 TP2100x100 TP1100x100

UKC203x203x46

SB-09 / SHS80x80x8

SB-09/ SHS80x80x8

/Padstone 400x100x215mm

SB-05A/ UKB203x102x23

TP6100x100 100x100 TP4100x100 / Padstone 450x100x215mm

450x100x215mm

SB-03/ UKC203x203x46

UKC203x203x60

/ Padstone 550x100x275mm

SB-11 / UKC254x254x167

SB-06/ UKC203x203x46 TP6100x100

SP4SHS100x100x10

SB-08/ UKB203x102x23

SP3SHS80x80x8

SB-10 / SHS100x100x10

SB05 / UKC203x203x60

SB-07 / UKC203x203x46

/Padstone 450x100x215mm

SB05 / UKC203x203x60

SP4SHS100x100x10

/Padstone 300x100x215mm

SP5SHS200x200x10