GYM AREA Point fixed SGS double glazed 'frameless' system within existing opening width SGS single glazed 'frameless' system screen. Panes fixed to glass fins using stainless spider fittings. Remove all vegetation rooting, carefully stitch across areas of instability in helifix or cintec carefully maintaining all historic profiles. Gravity grout voids in lime. Consolidate structure either side of new west front in lime mortar retaining the historic profile where possible. New feature staircase with SGS glass balustrading and etched glass treads SGS frameless glass balustrading to mezzanine New opening in stone wall with Oak lintols over GLASS FIN ROOF CONNECTION? GLASS FIN ROOF CONNECTION? GLASS FIN FLOOR CONNECTION TBC BY GLAZING COMPANY GLASS FIN FLOOR CONNECTION TBC BY GLAZING COMPANY STUDY 1 Land drain Investigate location of opening and reinstate. Carefully remove infill to all window openings. Assess condition of mullion windows. Repair damage to profiles where essential and stitch cracks, indent stone as necessary and replace mullions where required. Apply lime shelter coat to stone surround. New windows set behind surround. E E D D C C 1 2 3 4 5 6 GD 1.2 FD 1.0 GD 1.1 3967 FFL to u/s joists 2101 Steel framework, purlins & bracing as designed by Structural Engineer. (Refer to drawing 18326/03) Foundation bottom not less than 1000mm below ground level and as approved by Local Authority Building Control. 250 x 150 x 6mm RHS to structural engineers design supported in mortises in extg walls? Joists fixed to RHS 22mm Oak floor boards 100mm mineral wool insulation Ty-Mawr Basecoat for Boards 1 x 9mm (meshed) and 1 x 3mm Topcoat Plaster Heavy duty joist hanger SGS 20mm glass balustrading Stainless steel trimmer Stop bead to conceal edge of plaster RHS paint colour to be agreed t. f. e. w. MR I BURGESS OLD GWERNYFED,VELINDRE, BRECON, PROPOSED SECTION B-B Hook Mason Limited Studio2 Thorn Office Centre, Rotherwas, Hereford. HR2 6JT 01432 352299 01432 352272 [email protected] hookmason.co.uk hookmason consulting SCALE DATE DRAWING NO. DRAWN BY CHECKED BY @ A2 1:50 Approx SL 10.02.21 5298-7-29D DO NOT SCALE FROM THIS DRAWING FIL PROPOSED SECTION B-B SECTION DETAIL 1:10 REVISIONS C 22.06.21 Drawings updated to structural engineers details. SL 0m 5 4 3 2 1 SCALE BAR 1:50 D 01.07.21 Drainage updated. SL