balustrading to mezzanine
Transcript of balustrading to mezzanine
GYM AREAPoint fixed SGS double glazed'frameless' system withinexisting opening width
SGS single glazed 'frameless' systemscreen. Panes fixed to glass fins usingstainless spider fittings.
Remove all vegetation rooting, carefullystitch across areas of instability in helifix orcintec carefully maintaining all historic profiles.
Gravity grout voids in lime.
Consolidate structure either side of new westfront in lime mortar retaining the historicprofile where possible.
New feature staircase with SGSglass balustrading and etchedglass treads
SGS frameless glassbalustrading to mezzanine
New opening in stone wall withOak lintols over
GLASS FIN ROOFCONNECTION?
GLASS FIN ROOFCONNECTION?
GLASS FIN FLOORCONNECTION TBC BYGLAZING COMPANY
GLASS FIN FLOORCONNECTION TBC BYGLAZING COMPANY
STUDY 1
Land drain
Investigate location ofopening and reinstate.
Carefully remove infill to all window openings.Assess condition of mullion windows.Repair damage to profiles where essential andstitch cracks, indent stone as necessary andreplace mullions where required.Apply lime shelter coat to stone surround.
New windows set behind surround.
E
E
D
D
C
C
123456
GD 1.2
FD 1.0
GD 1.1
Ø37
Ø37
3967
FFL
to
u/s
jois
ts
2101
Steel framework, purlins &bracing as designed byStructural Engineer.(Refer to drawing 18326/03)
Foundation bottom not lessthan 1000mm below groundlevel and as approvedby Local Authority BuildingControl.
balustrading to mezzanine
250 x 150 x 6mm RHS to structural engineersdesign supported in mortises in extg walls?
Joists fixed to RHS22mm Oak floor boards
100mm mineral wool insulationTy-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 concealedge of plasterRHS paint colour to
be agreed
t.f.e.w.
MR I BURGESS
OLD GWERNYFED,VELINDRE, BRECON,
PROPOSED SECTION B-B
Hook Mason LimitedStudio2 Thorn Office Centre,Rotherwas, Hereford.HR2 6JT
01432 35229901432 [email protected]
hookmason consulting
SCALE DATE DRAWING NO.
DRAWN BY CHECKED BY
@ A2
1:50 ApproxSL
10.02.21 5298-7-29DDO 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 54321SCALE BAR 1:50
D 01.07.21 Drainage updated. SL