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Mill 14-1-15 - Sheet - A108 - BUILDING REGULATIONS TGD B
- 1. 440 1800 2001 1926 1 3 FD30 2 FD30 5 FD30 6 FD30 24 23 22 FD30 20 FD30 27 26 4 FD30 17 FD30 18 FD30 19 21 FD30 29 25 315314 313 312 311 310 181716151413 121110987654321 8 FD30 9 FD30 10 FD30 11 FD30 13 FD30 North 18.m 19 m 19 m 19 m Total Travel in two directions 37m Total Travel Distance in two direction 38m 12.m 11.5m All Refugee point to have panic alarm call button installed on the wall 900 mm from FL. Two way communication to the internal refuge area only. Travel Distance in two Directions 23.5 M HISTORIC BRICK AREA 12.m in one direction WALKWAY ABOVE 72 FD30 14 FD30 16 FD30 15 FD30 North13.8m21.5m 18.4 m 18.8 m Travel in 2 Directions 37.2 m 10.5 m 16.3 m Travel in 2 Directions 16.8 m 32 FD30 33 FD30 35 FD30 34 FD30 51 FD30 37 FD30 38 FD30 36 FD30 43 FD30 41 FD30 39 FD30 44 FD30 40 FD30 42 FD30 45 FD30 46 FD30 50 FD30 47 FD30 30 FD30 31 FD30 North 486 m² 5226.0 SF Room 39 18.4 m 18.8 m Travel in 2 Directions 37.2 m `9.5 m 16.3 m Travel in 2 Directions 25.8 m Travel in one Direction 14.6 m 52 FD30 53 FD30 55 FD30 54 FD30 57 FD30 56 FD30 58 FD30 60 FD30 59 FD30 61 FD30 63 FD30 9540 9741 62 FD30 63 FD30 66 FD30 67 FD3064 FD30 65 FD30 17.5 m 18 m Travel in one Direction 14.6 m Travel in 2 Directions 35.5 m North 66 FD30 66 FD30 68 FD30 FD30 FD30 67 FD30 60m Fire Enclosure Travel Distances Disabled Refuge 900 x 1500 mm LEGEND Final Exit 30m Fire Resistant DoorsetFD 30 Location of Ambulant Disabled Stairwell Location of Accessible lift 34.000 Indicating Floor & Ground levels Location of Accessible lift General notes -All dimensions in mm unless otherwise noted .-All works to comply with current building regulations and code of practice. -All works must be done to the satisfaction of the building control officer. -Expert advice must be sought from a conservation architect and the heritage group before construction can start on site All existing building fabric dimensions is drawn up from a site survey and should not be scaled. -Precast concrete for lift shaft and stair to comply with BS EN 1992-1-2:2004. -Dance Floor Primary structure glulaminated columns and beams to be in accordance with EN 14080. -Lift and stair shaft to be 60min fire proof including access doors. -All escape fire doors to be 30min fire rated. -Steel Columns to Span along Gridlines from Column to Column - Steel Beams to Span along gridlines from Column to Column -Glulaminated Beams to Span along gridlines from Column to Column Existing Construction Proposed Insulation Graphical Legend Demolished www.autodesk.com/revit Scale LECTURER Drawn by Date Project number Institute of Technology Carlow BSc. (Hons) in Architectural Technology Year 4 2014-2015 1 Sinéad Byrne Noel Dunne, Sujana Sudhir 16-01-15 As indicated 05/06/201515:13:40 BUILDING REGULATIONS TGD B Change of use of a Protected Structure A108 1 : 100 Ground Floor Plan New TGD B Compliance 1 : 200 Proposed First Floor TGDB Compliance 1 : 200 Second Floor Level TGD B Compliance 1 : 200 Third Floor Level TGD B Compliance Building Regulations: Consultation between the Conservation architects, the planning authority and the fire authority shall take place, where possible at a pre-planning stage, in order to identify any interventions required to satisfy the fire regulations. Fire safety design solutions should impact as little as possible on the important spaces, elements and fabric of the Protected Structure, and alterations which impact on important fabric should be readily reversible. Planning Acts: All works which would materially affect the character of a Protected Structure shall require planning permission, even where these works are necessary to comply with a condition of a Fire Safety Certificate. It is therefore advisable that any planning application includes details of the fire protection proposals for the building, so, that the local authorities can assess the impact of those interventions on the Protected Structure. Should any additional fire safety enhancement works be required which were not specifically included in a grant of permission, then a further planning application may be necessary. Principles Because of the importance of preserving the architectural character of a Protected Structure, imaginative compromises between active and passive fire protection measures will often have to be made. A number of possible compensatory measures for works to RIAI GUIDELINES FOR THE CONSERVATION OF BUILDINGS 30 existing buildings are outlined in TGD B. Active provisions are those which come into action on detection of fire, such as fire suppression systems, while passive provisions relate to the defence against fire provided by the fabric and construction of a building, such as floor and walls. Alternative approaches based on fire safety engineering may also be employed to satisfy the requirements of the regulations RIAI Guideline for the Conservation of Buildings (3RD EDITION © RIAI December 2010) 1.2.2.2 Travel distance As indicated on Plans -45 m in two Directions -18m in One Dorection Width of Escape Routes and Exits 1.2.4 1.2.5 Corridors 1.2.5.1 Protected corridors All corridors in the building that are serving a means of escape are 60 m Fire Protected as indicated on plans. 1.2.5.3 Sub-division of corridors The Subdivision of the Corridor on the First Floor Level as it serves alternative Escape Routes and the Corridor exceeds 12 m if it is not subdivided. 1.2.6 External Escape Routes There are two External Escape Stairwells that serve the Building, the stairwells are located on the North and South Sides of the building. As the floors they served required more than one Escape Route this was the only practicable alternative solution due to floor to ceiling heighs and the incompatability and restrictions of the exisitng Historic Building Fabric. 1.3 Design for Vertical Escape 1.3.2 Number of Escape Stairways There are three Escape Stairwell, one inside the building and two External Stairwells 1.3.4 Width of Escape Stairways The Width of all the Stairwell both inside and outside the building are 1500mm the reason for this width is because of the mixed use of the building and the volume of people likely to be using the staiwell if the use should change in the future. 1.3.4 Width of Escape Stairways The Width of all the Stairwell both inside and outside the building are 1500mm the reason for this width is because of the mixed use of the building and the volume of people likely to be using the stairwell if the use should change in the future. 1.3.6 Protection of Escape Stairways All Stairwell are enclosed in Concrete Construction which has a class O Spread of Flame 1.3.6.3 Exits from protected stairways All Exits from the Stairwells are directed to a final Exit 1.3.8 Protected Lobbies and Corridors to Escape Stairways There are two protected lobbies in the building on the First and Second floor built of fire resisting construction. 1.3.9 External Escape Stairways The Stairwell is built of Fire Resisting Construction The doors are 30m Fire Resisting Construction 1.4.2 Protection of Escape Routes All Building Elements that are meant to be fire resistant shall meet the provisions in Tables A1 and A2 of Appendix A in TGD B 1.4.2.2 Fire resistance of doors All proposed doors areto meet the provisions in Appendix B in TGD B. Technical Guidance Document B Compliance Notes 1.4.2.3 Fire resistance of glazed elements All windows in the fire resistant stairwellS are to meet the provisons in Appendix A, Table A4 in TGD B 1.4.3 Doors on Escape Routes All doors on escape routes are to open in the direction of escape. 1.4.3.5 Vision panels Visions panels are provided on the proposed doors on the First floor that subdivides the corridors. 1.4.4 Construction of Escape Stairways All stairwells in the building are constructed of concrete which has a class 0 spread of flame. 1.4.5 Height of Escape Routes All escape Routes are above 2 m in Height 1.4.6 Floors of Escape Routes All floors on escape rourte are of non slippery surface 1.4.7 Final Exits All final Exits are to be dimensioned and sited and lead to a open space provided. 1.4.8 Lighting of Escape Routes All lighting on escape routes shall be of the requitred lux levels for the spaces .4.8.3 Emergency escape lighting shall be provided To indicate escape routes and fire protection equipment 1.4.9 Lifts The Lift propsoed for the building shall be appropriately sited and protected. 1.4.9.2 Fire protection of lift installations generally The proposed lift shall be constructed in fire resistant concrete construction 1.4.13 Fire Safety Signs Signs to indicate escape routes, including any doorways or exits which provide access to the means of escape, shall be supplied , there are to be illuminated by natural daylight or artificial daylight if necessary. They shall be clearly visible and distinguishable by everyone. 1.4.14 Fire Detection and Alarm Systems This Building shall be provided with a fire detection and alarm system to warn the occupants of the existence of fire. 1.4.16 First-Aid Fire-Fighting Equipment First-aid fire fighting equipment shall be provided in buildings to be used by the occupants, with appropriate training and where it is safe to do so. Section B2 Internal Fire Spread lining: N/A Section B3 Internal Fire Spread Structure: 1.1 Means of Escape Provisions for Different Purpose Groups and Building Types Purpose Group 5 Assembly Recreation 1.2 Design for Horizontal Escape Number of Escape Routes and Exits 1.2.2 There are Eight Exits from the Ground Floor of the Building There are 3 Escape Routes on the First Floor leading to a Final Exit There are 3 Escape Routes on the Second Floor leading to a Final Exit There are 2 Escape Routes leading to a final Exit