221005 MArys D&AStatement - Flipbook - Page 66
Timber wall adjacent to existing to be
supported on first floor joists. Joists
connected to existing masonry via resin
anchored wall plate
Double joists
UC 152x152x30
UC
0
2x3
x15
152
Small
consulting
room
Void above
entrance hall
Lift
Platform lift supported
via independent frame
(by others)
Parapet details TBC
UB
MEP distribution to be reviewed - holes in web
of beam may be required, with potential depth
increase
25
33x
x1
203
Line of existing building to be
demolished
Stair structure TBC
Posts either side of window opening
to support roof valley beam
C3
Key:
Planted courtyard
Joists wall plate fixed to existing
masonry walls via resin anchors
Note: Live load of
2.5kN/m2 assumed - TBC
C3
100w x 300dp Posi Joists at 400c/c with
18thk ply over
UB
New load bearing timber wall. 50x150 C24
studs at 400c/c typically with 11thk OSB
sheathing (allow both sides)
5
3x2
x13
203
Multi-purpose room
Loft space for plant
Allow for trimming around stairs
x25
133
03x
2
UB
Project Title
St Mary's Church, Primrose Hill
Drawing Title
First Floor Plan
Drawing Reference
4455 - 02
Mary’s, Primrose Hill
By
PG
Date
25 / 05 / 21
Dow Jones Architects