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8910 7000 PROPOSED GARAGE 5600 rwp&g rwp&g 1800 1800 hatch gulley 800 EXP JT EXP JT EXP JT EXP JT W.C vent EXP JT 800 gulley EXP JT 49.74 FFL @ 49.90 2340 2600 PROPOSED GARAGE DPC finished min 150mm over finished ground level concrete strip footings as referenced within spec - subject to soil conditions make good disturbed areas of garden to clients discretion - locally raise level to avoid having to guard patio CONTRACTORS TO CHECK & CONFIRM ALL SITE DIMENSIONS & DETAILS WRITTEN DIMENSIONS TAKEN IN PREFERENCE TO SCALED F R O N T E L E V A T I O N 1 : 1 0 0 Drawing Name Drawing no. Revision Status Project Site Client ArchTec (IOM) Ltd. The Architectural Studio 7 Olafs close Douglas Isle of Man Date Scale e: [email protected] t: 01624 622122 m: 07624 498099 IM2 7AR Plan Section & Elevations July 2025 1702 - BC10 Erection of a detached Garage w: www.archtecarchitectural.com © copyright - Reproduction of any element contained within this drawing is prohibited without written approval of the owners : ArchTec (IOM) Ltd THIS DRAWING IS PREPARED FOR APPROVAL PURPOSES ONLY. Written dimensions to be taken in preference to those scaled & should be verified on site & confirmed in advance of any site works / fabrication Rev Date Initial Comment . . . . Planning & Building Regulations Cronkbreck House Main Road Greeba IM4 3LG Mr & Mrs Michael Atherton S I D E E L E V A T I O N 1 : 1 0 0 composite panel pedestrian door to clients discretion slate roof covering to match dwelling F L O O R P L A N 1 : 5 0 retain position of existing inspection chambers & septic tank - protect during construction & raise cover levels to suit new floor level & adjacent ground works high level window as spec Varies @ A1 R E A R E L E V A T I O N 1 : 1 0 0 S I D E E L E V A T I O N 1 : 1 0 0 stone slip panels to form plinth dark colour upvc rainwater goods throughout dark colour upvc fascia / soffitt boarding sectional insulated panel garage door by NovaForm or similar 2350mm high & 5600mm wide - site measure & check building perameters ahead of ordering - refer to detail 2 of Structural Engineers drawings / specs for steelwork over grade down level of garden to formation level for garage - bank at max 45 degrees s/c render & masonry paint to match dwelling T Y P I C A L S E C T I O N 1 : 5 0 upvc rainwater goods to match existing : 65mm dia rwp 100mm dia half round rwg on upvc fascia / soffitt boarding Close wall cavities - insulated dpc & masterboard to closures provide lateral restraint straps to be fixed over min 3 no rafters & turned over uncut block provide weep holes @ 900mm cts new windows as spec - min band c thermal efficiency on pre cast conc sill section DRAINAGE : 100MM DIA PVC DRAINS IN PEA GRAVEL TAKEN 50MM OVER TOP OF PIPE WITH SELECTED BACKFILL OVER AND ENCASE IN CONCRETE WHERE EXPOSED TO VEHICULAR MOVEMENTS. FOUL DRAINS TO CONNECT WITH EXISTING DWELLING SYSTEM STORM DRAINS TO DISCHARGE IN TO EXISTING CULVERT OR GARDEN SOAKAWAY @ 1500MM DEEP / 1500MM DIAMETER HARDCORE FILLED - CONFIRM ALL LEVELS TO MIN 1:40 FALL. P.C CONC SURROUNDS TO ALL BACK INLET GULLEYS. 100MM DIA PVC WASTE TO WC 40MM DIA PVC WASTE TO OTHER APPLIANCES WITH DEEP SEAL TRAPS & RODDING ACCESS POINTS AT CHANGES IN DIRECTION GENERAL: ANY ELECTRICAL WORKS ARE TO BE EXPEDITED BY A COMPETENT ELECTRICAL ENGINEER WORKS IN COMPLIANCE WITH BS 7671:2001AND ASSOCIATED GUIDANCE NOTES & REGULATIONS. NEW ELECTRICAL SWITCHES & SOCKETS ARE TO BE LOCATED BETWEEN 450 MM & 1200 MM ABOVE F.F.L. PROVIDE MIN 2 NO FIXED POSITION ENERGY EFFICIENT LIGHTING TO ACCEPT LAMPS HAVING A LUMINOUS EFFICIANCY GREATER THAN 40 LUMENS PER CIRCUIT WATT. PROVIDE MIN 2 NO FIXED POSITION ENERGY EFFICIENT LIGHTING TO ACCEPT LAMPS HAVING A LUMINOUS EFFICIANCY GREATER THAN 40 LUMENS PER CIRCUIT WATT. FOUNDATIONS; . PROVIDE A MINIMUM OF 450MM BETWEEN FINISHED GROUND LEVEL TO TOP OF FOOTINGS - MIN 600 x 225 MM CONCRETE STRIP FOOTINGS IN C28/35 GRADE CONCRETE AT LEVEL OF ADEQUATE BEARING STRATUM, MIN 600MM BELOW GROUND LEVEL. FOOTINGS STEPPED ON ELEVATION SHOULD OVERLAP BY TWICE THE FOOTING THICKNESS OR 300MM WHICHEVER GREATER GROUND FLOOR : MIN 150 MM C28/35 CONCRETE SLAB WITH 1 LAYER A142 MESH REINFORCEMENT MIN 50MM COVER ON VISQUEEN 1200 DPM BONDED& LAPPED TO DPC MIN 150 MM ABOVE FINISHED GROUND LEVEL ON MIN 50MM SAND BLINDING ON MIN 150MM CLEAN WELL CONSOLIDATED HARDCORE. F.F.L TO CONFIRM - REFER TO STRUCTURAL ENGINEERS DETAILS CAVITY WALLS : 100 MM (7nm) DENSE CONCRETE BLOCK OUTER LEAF 110 MM CAVITY 100 MM DENSE CONCRETE BLOCK INNER LEAF TO ACCEPT PLASTER & SKIM TO ACCEPT DECORATION TO CLIENTS DISCRETION. PROPRIOTORY WALL TIES SPACED AT 450MM VERTICAL, 750 0MM HORIZONTAL & 300MM AT REVEALS, STRESSLINE SL 110 TYPE HEAVY DUTY LINTELS AND INSULATED DPC TO STRUCTURAL OPENINGS WITH INSULATION INFILL & WEEP HOLES TO OUTER LEAF.. CLOSE ALL CAVITYS WITH MASTERBOARD OR SIMILAR, INSULATED DPC TO CAVITY CLOSURES.2 COAT S/C RENDER EXTERNALLY, PROVIDE MOVEMENT JOINTS TO BS 5628 @ 6000MM CTS OR 3000MM FROM CORNERS PITCHED ROOF : NATURAL SLATE FITTED TO MANUFACTURERS DETAIL 0N DOUBLED UP 50*25MM TANALISED SW BATTENS & COUNTER BATTENS TO SUIT AREAS OF SEVERE EXPOSURE ON PROCTER ROOF SHIELD PERMEABLE FELT OR COMPARABLE ALL JOINTS TO IN SARKING MEMBRANE TO BE OVERLAPPED AND TAPED WITH 75MM WIDE DOUBLE SIDED ACRYLIC ADHESIVE TAPE AS SPECIFIED IN MANUFACTURERS DESIGN CONSIDERATIONS OVER HIP END & ATTIC ROOF TRUSSES @ 30 DEGREE PITCH & 600MM CTS AS DETAILED WITHIN STRUCTURAL ENGINEERS DESIGN CALCS & DETAIS / DRAWINGS - ALL SOFFITTE AND FASCIA BOARDS IN UPVC. PROVIDE 150MM KNAUFWOOL OR COMPARABLE QUILT INSULATION ON 12.5MM PLASTERBOARD CEILING. window to side elevation encase drainage in concrete - inspection chambers are to be heavy duty where exposed to vehicular movements existing driveway fronting proposals to be re-laid - attempt to locally raise levels up to FFL of structure at abutment of new floor slab & made up driveway install aco drain fronting both openings yard gulley to accept surface water if required lay new path to perimeter of garage in concrete with well consolidated hardcore base - to modest falls to aid surface water dispersion refer to spec & Structural Engineers detail for ground bearing concrete slab - verify site levels at earliest opportunity refer to spec & Structural Engineers detail for ground bearing concrete slab - verify site levels at earliest opportunity create toilet thus - install vertical SVP with bird cage & roof flashings - sanitary suite to clients discretion with mechanical extract ventilation new foul drain as spec - to discharge into existing inspection chambers to confirm ! install new surface water drainage within concrete path to rear / side of building footprint - appraise levels & falls to suit method of dispersion appraise on site - form ramp upto raised garden levels for lawn mower access sectional insulated panel garage door by NovaForm or similar 2350mm high & 5600mm wide - site measure & check building perameters ahead of ordering - refer to detail 2 of Structural Engineers drawings / specs for steelwork over install new surface water drainage within concrete path to rear / side of building footprint - appraise levels & falls to suit method of dispersion at abutment of new floor slab & made up driveway install aco drain fronting both openings existing driveway fronting proposals to be re-laid - attempt to locally raise levels up to FFL of structure gang nail attic style roof trusses as spec @ 30 degree pitch - truss design to be submitted to Building Control once ordered - to central area internal of hip chords / diminishing roof trusses expansion joints to BS 5628 trim out ceiling chord of roof truss to accept loft hatch existing driveway to be re-laid & sculptured to clients discretion composite panel pedestrian door to clients discretion new windows as spec - min band c thermal efficiency on pre cast conc sill section high level window to side elevation composite panel pedestrian door to clients discretion stone slip panel plinth to elevation facing dwelling sectional insulated panel garage door by NovaForm or similar 2350mm high & 5600mm wide dark colour upvc rainwater goods throughout s/c render & masonry paint to match dwelling expansion joints to BS 5628 gable window to serve attic void size 600mm x 850mm slate roof covering to match dwelling