The document contains technical drawings for an entrance door including orthographic views, sections and details. It includes a double margin door design with meeting stiles joined by folding wedges. Threshold details are provided showing compliance with technical guidance on accessible entrances and moisture resistance. Dimensions and materials are specified for the door frame and components.

1. 50
567
69
557
69
567
50
2100
450
600
550
450
720
400
449
A
A
B
B
C
C D
D
E
E
1900
352
Section D-D
402
FINISH TOLERANCE MATERIAL PROJECTION Drawn by: Daniel Cash Scale: 1: 20 and section @ 1:10
Drawing title: Orthographics
Sheet no.: 1 of 3
Date: 04.11.21
Project name:
DAA boardroom table
All dimensions in mm
Clear high gloss lacquer
First angle projection
+-2mm Mahogany

2. 50
20
50
44
21
50
55
10
10
26
100
69
Section A-A
26
44
5
20
65
694
25
297 78
400
352
44
50
44
44
All joint consist of 10mm x 50mm dominos.
Fielded panel consist of MDF substrate lipped
with 35mm x 18mm solid mahogany lipping
and veneered with mahogany . 5mm shodow
gap between frame and panel. All panel
grooves measure 8mm width by 10mm
depth.21mm x 60mm brace at front of frame
joins the two sides together with a dovetail of a
1:8 ratio.
FINISH TOLERANCE MATERIAL PROJECTION Drawn by: Daniel Cash Scale: 1: 5
Drawing title: sections 1
Sheet no.: 2 of 3
Date: 04.11.21
Project name:
DAA boardroom table
All dimensions in mm
High gloss clear
lacquer
+-2mm Mahogany
First angle projection
at A3

3. Section C-C
21
44
5
20
16
40
69
50
2mm mahogany edging
26
Section E-E
Meeting point of small and big table. See
appendix part 1 for image of clips used to join
tables together.
Joining clip
186
550
10
R13
Section B-B
FINISH TOLERANCE MATERIAL PROJECTION Drawn by: Daniel Cash Scale: 1: 2 and 1:5
Drawing title: sections 2
Sheet no.: 3 of 3
Date: 04.11.21
Project name:
DAA boardroom table
All dimensions in mm
High gloss clear
lacquer
+-2mm Mahogany
First angle projection

4. Elevation
End View
Plan
800
300
800
750
900
155
130
150
819
900
Piece Length Width Thickness Quantity Material
Base:
Front leg 1000 40 40 2 Walnut
Back leg 1000 40 40 2 Walnut
Front Apron 900 70 21 2 Walnut
Side Apron 300 70 21 2 Walnut
Stretcher 900 30 30 1 Walnut
Side stretcher 300 30 20 2 Walnut
Inlay 2400 4 1 1 Ebony + maple
Cab:
Side 850 260 21 2 Walnut
Top 800 300 21 1 Walnut
Bottom 758 295 18 1 Ply
Large shelf 758 245 18 1 Ply
Small shelf 370 199 18 2 Ply
Shelf edging 3500 5 18 1 Walnut
Veneer - Shelf 1.106 m² 0.5 1 Walnut
Veneer - Back panel 0.49 m² 0.5 1 Maple
Veneer - Door panel 0.8 m² 0.5 1 Walnut
Partition 709 250 18 1 Ply
Drawer front 380 96 30 2 Walnut
Drawer side 212 96 10 4 Walnut
Drawer back 316 73 10 2 Walnut
Drawer base 306 237 4 2 Ply
Filler 100 50 21 2 Walnut
Guides 194 50 18 4 Ply
Back panel 694 644 4 1 Ply
Back stile 800 48 15 2 Walnut
Back rail 800 48 15 2 Walnut
Door rail 400 66 40 4 Walnut
Meeting stile left 750 46 31 1 Walnut
Meeting stile right 750 40 31 1 Walnut
Outside stile 750 40 40 2 walnut
Door panel 643 315 4 2 Ply
Hardware:
Knife hinges x x x 4 Brass
Door push caps x x x 2 Plastic
Drawer push caps x x x 2 Plastic
Binding screws x x x 4 Brass
Art. no. 362.10.803 x 4
Art. no. 245.18.500 x 2
Art. no. 356.05.071 x 4
Article number N/A x 4
FINISH TOLERANCE MATERIAL PROJECTION Drawn by: DC Scale: 1: 10
Drawing title: Cover page
Sheet no.: 1 of 8
Date: 09.12.21
Project name:
Capstone
All dimensions in mm
TBD
First angle projection
+-2MM
at A3
Walnut
Maple
Ebony

5. 30 30
900
10
50
90
50
160
20
140
40
A
A
B
B
C C
Elevation End view
Plan
819 210
160
50
30
210
759
FINISH TOLERANCE MATERIAL PROJECTION Drawn by: DC Scale: 1: 5
Drawing title: Base orthographics
Sheet no.: 2 of 8
Date: 09.12.21
Project name:
Capstone
All dimensions in mm
First angle projection
at A3
TBD +-2MM Walnut
Maple
Ebony

6. Section C-C
10
70
40
Maple wedges
20
5
30
20
70
70
Section A-A
Inlay banding
Section B-B
30
30
21
15
10
30
150
FINISH TOLERANCE MATERIAL PROJECTION Drawn by: DC Scale: 1: 5 and 1: 2
Drawing title: Base sections
Sheet no.: 3 of 8
Date: 09.12.21
Project name:
Capstone
All dimensions in mm
TBD +-2mm Walnut
Maple
Ebony First angle projection
at A3

7. 850
800
250
300
21
21
30
21
25
10
50
D D
E E
Elevation
Plan
End view
FINISH TOLERANCE MATERIAL PROJECTION Drawn by: DC Scale: 1: 5
Drawing title: Cabinet with doors
Sheet no.: 4 of 8
Date: 09.12.21
Project name:
Capstone
All dimensions in mm
TBD
First angle projection
+-2mm
at A3
Walnut
Maple

8. 50
250
100
18
100
21
21
758
0
18
800
370
Elevation
Plan
F
F
7
8mm x 30mm domino
184
184
204
250
100
4mm Walnut edging
48
631
48
Detail 3
96
4mm Walnut edging
Section F-F
FINISH TOLERANCE MATERIAL PROJECTION Drawn by: DC Scale: 1: 5
Drawing title: Cabinet with no doors
Sheet no.: 5 of 8
Date: 09.12.21
Project name:
Capstone
All dimensions in mm
TBD
First angle projection
+-2mm
at A3
Walnut
Maple

9. 50
18
Solid walnut
Walnut veneered plywood
20
28
35
Back panel in 8mm x 8mm groove
Section D-D
Detail 1
377
250
5
Section E-E
Detail 2
11
4
40
8 8mm x 4mm groove
10
21
40
8
13
11 4
8
6
FINISH TOLERANCE MATERIAL PROJECTION Drawn by: DC Scale: 1: 5 and 1:2
Drawing title: Cabinet sections
Sheet no.: 6 of 8
Date: 09.12.21
Project name:
Capstone
All dimensions in mm
TBD
First angle projection
+-2mm
at A3
Walnut
Maple
Detail 1
Detail 3

10. G G
383
707
40
40
24
8mm x 5mm panel groove
Left door elevation
Plan
Section G-G
8 6mm x 15mm rebate
64
354
30
12
6
12
30
30
8
24
8
8
Left top rail elevation
Left top rail plan
Right door meeting stile Section of stiles
46
3
3
10°
1
3
5
1
2
2
1
2
6
1
4
31
12
6
12
15
2mm V groove
43
8
36 7
FINISH TOLERANCE MATERIAL PROJECTION Drawn by: DC Scale: 1: 5 and 1:2
Drawing title: Door and door sections
Sheet no.: 7 of 8
Date: 09.12.21
Project name:
Capstone
All dimensions in mm
TBD
First angle projection
+-2mm
and 1:1
Walnut
Maple

11. 316
96
H H
Elevation
End view
Plan
Section H-H
End view
96
10
296
4mm x 5mm panel groove
5
48
67
12 237 34
12
203
33
12
306
209
237
381
84°
9
6
°
FINISH TOLERANCE MATERIAL PROJECTION Drawn by: DC Scale: 1: 5 and 1:2
Drawing title: Drawers
Sheet no.: 8 of 8
Date: 09.12.21
Project name:
Capstone
All dimensions in mm
TBD
First angle projection
+-2mm
at A3
Walnut
Maple
Drawer front in the rough

12. 1983
2238
664
135
FINISH TOLERANCE MATERIAL PROJECTION Drawn by: Daniel Cash Scale: 1: 20
Drawing title: Entrance door
Sheet no.: 1 of 7
Date: 11.11.21
Project name:
Double margin door
All dimensions in mm
TBD
First angle projection
+-2mm Iroko
All work to be carried out in compliance with:
TGD part M
3.1.2.1
(a) the clear opening width of at least one point of access should be a minimum of 900
mm. The access route, leading from this, should maintain a clear width of at least 900 mm and
have a firm and even surface, which is suitable for people using wheelchairs or other mobility
aids and reduces the risk of slipping
3.1.2.2 Level access route
The dwelling should be designed, within the overall constraints of space, so that the difference
in level between the entrance to the dwelling and the dwelling plots point of access is
minimised. A level approach route accommodates the widest range of abilities
3.2.2 Accessible entrance
(a) there should be a clear level area at least 1200 mm wide and at least 1200 mm deep
in front of every accessible entrance
(b) the entrance should be provided with a level entry i.e. with maximum threshold height
of 15 mm with exposed edges chamfered or pencil rounded;
(c) the minimum effective clear opening width of the entrance door should be 800 mm
TGD part D
1.2 Resistance to moisture
Where any material is likely to be adversely affected by condensation, by moisture from the
ground or by airborne moisture such as rain or snow:
(a) the construction should prevent the passage of moisture to the material, or
(b) the material should be treated or otherwise protected from moisture
1.5 Glazing
Any unguarded glazing, in critical locations in doors and door side panels, at low level in
walls and partitions should be safety glazing in accordance with the recommendations of BS
6262
1.6 Letter plates
Letter plates should conform to I.S. EN 13724: 2013, and should be positioned in
accordance with Diagram 2
2.1 Adequacy of workmanship
A proper standard of workmanship and the appropriate use of any material is essential to
achieving compliance with the requirements of the Regulations
Elevation
Plan
End view

13. A
A
135
64
Elevation Section A-A
Section B-B
B
B B
1983
2238
135
64
375 80
56
21
70
64
1188
200
507
215
64
End view 64
375 80 945 80 375
64
5mm drip groove
FINISH TOLERANCE MATERIAL PROJECTION Drawn by: Daniel Cash Scale: 1: 10
Drawing title: Door frame
Sheet no.: 2 of 7
Date: 11.11.21
Project name:
Double margin door
All dimensions in mm
TBD
First angle projection
+-2mm
at A3
Iroko
*All rebates and grooves shown measure
12mm x 60mm.
*All 45 degree chamfers measure 10mm.
Glazing to consist of double glazed 5mm clear
self cleaning toughened glass in accordance
with the recommendations of BS626, Part 4.
Any fixings and ironmongery used must consist
of non corrosive materials.
Ends of through tenons to be sealed with paint
or suitable resin adhesive, particularly tenons
in both the frame head and cill.
All work to be carried out in accordance with
Technical Guidance Document D Materials and
Workmanship, Section 2.

14. 64
600
1983
135
560
Elevation
Plan
End view
Detail 1
B
B
64
135
60
Section B-B
536
45 45 45
52
64
60
Detail 1
35 25 30 25 20
FINISH TOLERANCE MATERIAL PROJECTION Drawn by: Daniel Cash Scale: 1: 10. Section @ 1:5. Detail @ 1:2.
Drawing title: Elliptical frame
Sheet no.: 3 of 7
Date: 11.11.21
Project name:
Double margin door
All dimensions in mm
TBD
First angle projection
+-2mm Iroko

15. 60
963
95 100 100 95
507
754
254
2114
Folding wedge
Elevation
Plan
End view
287
60
71
56
C
C
B
D D
20
20
20
95 200
Section D-D
Detail 2
60
20
95
200
215
20
95
Section C-C
Detail 2
20
95
10
95
20
FINISH TOLERANCE MATERIAL PROJECTION Drawn by: Daniel Cash Scale: 1: 10, sections @ 1:5
Drawing title: Double margin door
Sheet no.: 4 of 7
Date: 11.11.21
Project name:
Double margin door
All dimensions in mm
TBD +-2mm Add material
information
First angle projection
Orthographics, sections and detail of double-margin door.
Meeting stiles joined with folding wedges. All grooves
measure 20mmx20mm. Detail shown @ scale 1:2.

16. 15
12
8
15
17
5mm x 24mm weather bar
Inward opening door
with a rebate at the
front. Rebate conceals
weather bar which is
housed in a groove in
the cill. Drip groove in
rebate prevents water
traveling along the
horizontal section of
the rebate. Hardwood
weather bar, joined to
door with a tongue and
groove, further
prevents condensation
from traveling towards
the bottom of the door.
Hardcore
Hardcore
Thermal block
Infill
DPC
Insulation
Concrete
Finished floor level
Concrete
Gully
Both threshold details
are in compliance with
Technical Guidance
Documents:
Part M section
3.2.2 Accessible
entrance: (b) the
entrance should be
provided with a level
entry i.e. with maximum
threshold height of 15
mm with exposed
edges chamfered or
pencil rounded.
Part D Section
1.2 Resistance to
moisture: Where any
material is likely to be
adversely affected by
condensation, by
moisture from the
ground or by airborne
moisture such as rain
or snow:
(a) the construction
should prevent the
passage of moisture to
the material
Traditional threshold detail
FINISH TOLERANCE MATERIAL PROJECTION Drawn by: Daniel Cash Scale: 1: 2
Drawing title: Traditional threshold
Sheet no.: 5 of 7
Date: 11.11.21
Project name:
Double margin door
All dimensions in mm
TBD
First angle projection
+-2mm Iroko

17. 15
20
Metal weather bar fixed to door
Rubber seal stopping drafts and water
Inward opening door
with weather strip
installed. Weather strip
consisting of two
independent
components fixed to
both the door and the
cill. Door must sit
20mm above cill to
accommodate weather
strip. Interlocking
rubber seals prevent
drafts and
condensation traveling
past the weather strip.
Hardcore
Hardcore
Thermal block
Infill
DPC
Insulation
Concrete
Finished floor level
Concrete
Gully
Both threshold details
are in compliance with
Technical Guidance
Documents:
Part M section
3.2.2 Accessible
entrance: (b) the
entrance should be
provided with a level
entry i.e. with maximum
threshold height of 15
mm with exposed
edges chamfered or
pencil rounded.
Part D Section
1.2 Resistance to
moisture: Where any
material is likely to be
adversely affected by
condensation, by
moisture from the
ground or by airborne
moisture such as rain
or snow:
(a) the construction
should prevent the
passage of moisture to
the material
Modern threshold detail
FINISH TOLERANCE MATERIAL PROJECTION Drawn by: Daniel Cash Scale: 1: 2
Drawing title: Modern threshold
Sheet no.: 6 of 7
Date: 11.11.21
Project name:
Double margin door
All dimensions in mm
TBD
First angle projection
+-2mm Iroko

18. Rise and going of stairs
Face mould template
Springing line
Springing line
Center line
Center line
Thickness of material needed
Center line
Center
Twist bevel angle
FINISH TOLERANCE MATERIAL PROJECTION Drawn by: Daniel Cash Scale: 1: 2
Drawing title: Wreath template
Sheet no.: 7 of 7
Date: 11.11.21
Project name:
Wreath template
All dimensions in mm
N/A +-0mm MDF
First angle projection

19. Front Elevation
Plan
Side Elevation
45
45
770
101°
960
5
1
2
550
95 883
45
883 95
2000
740
A
A
115 45
Front Elevation
Plan
Side Elevation
446
600
550
100°
15
45
1390
45
B
B
71
377
1500
Section B-B
292
71 9 71 9 71
21
Section B-B shows the jointing
method between the table top
and frame. The table legs are
joined with two stretchers with a
7mm x 5mm groove which
houses the buttons and leaves
room for seasonal movement.
600
Section A-A
4
5
9
1
100
230
45
Section A-A shows the meeting
point of the back and seat. The
rear stretcher houses the mitred
tenons, while the front stretcher
houses the stub tenons of the
seat.
FINISH TOLERANCE MATERIAL PROJECTION Drawn by: DC Scale: 1: 10
Client: Joe Soap
Sheet no.: 1 of 1
Date: 13/04/21
Project name:
Outdoor Furniture
All dimensions in mm
Teak oil
First angle projection
+- 2mm
Details: 1:5
Iroko
Table isometric
Sofa isometric

20. 2927,5
900
100
850
50
98,5
Detail 1 shows the pitch line in dashed/dotted pink which
runs between each step. The top of the handrail is
positioned 900mm measured vertically from where the pitch
line meets the tread, in compliance to Technical Guidance
Document Part K.
Detail 2 shows the where the flight meets the upper
finished floor level. The final riser is housed in both the
newell post and wall string. The cut string tenon is joined to
the front of the newell post with a mortice and the newell
post also houses the trimmer joist to the rear where a fixing
is placed. A ramp easing handrail meets the newell post at
the same height as the guarding balustrade handrail on the
upper floor.
As per Technical Guidance Document Part K, a maximum
of 100mm is permitted between each spindel. Shown in the
drawings are 2 spindels per tread with a distance of 100mm
between them. These spindles form a set. The spacing
between each set of spindles is 98.5mm
Detail 1
Detail 2
Designed by
Student number Assignment
Module
TU732
Due date
Scale
Detail scale
Stairs
Joinery
1:10
1:50
Semester 1
14-12-20
C19720711
Daniel Cash
Detail 3
Detail 1
Detail 2

21. 900
260
260
220
220
220
21
18
A A
Designed by
Student number Assignment
Module
TU732
Due date
Scale
Detail scale
Stairs
Joinery
1:10
1:50
Semester 1
14-12-20
C19720711
Daniel Cash
Section A-A shows both the riser and going measurements. Each riser and step is secured in place with slow
driving wedges, shown here in the blue. Each riser has a thickness of 18mm and each tread has a thickness of
21mm. Front of the second riser is positioned on the center line of the newell post. Shown on the right is detail
3. The handrail eases and levels off in line with the handrail on the upper level.
Section A-A
Detail 3

22. 3360
2860
2
0
0
0
Designed by
Student number Assignment
Module
TU732
Due date
Scale
Detail scale
Stairs
Joinery
N/A
1:20
Semester 1
14-12-20
C19720711
Daniel Cash
Site measurements of 2.86m from finished floor level to
finished floor level and a max going of 3.25m. To comply
with Technical Guidance Document Part K, the max
permitted rise in a stairs for private use is 220mm. 2.86m
÷ 220 = 13 risers
A maximum going of 260mm per tread is permitted. 12
treads @ 260mm per tread = 3.12m which falls under the
max going of 3.25m.
As stated in the Technical Guidance Document Part K, a
stairs can have a max pitch of 42 degrees.With a rise of
220mm and a going of 260mm, trigonometry is used to
determine the pitch of the stairs to be 40.2 degrees.
The documents states that for a stairs to comply, the sum
of: 2(rise) + going = min. 550 and max. 700.
2(220) + 260 = 700.
Elevation

23. Kitchen Bath Bed 2
Bed 1
Lounge
En-Suite
Window A Window B
Window C
Door B
Door A
Window A
Window A Window A

24. 1212
1800
549 549
1128
Window A finished cutting list
Piece Length(mm) Width(mm) Thickness(mm) Quantity
Top Rail 549 55 45 2
Bottom Rail 549 55 45 2
Stiles 1116 55 45 4
Mullion 1800 70 60 2
Frame head 1800 70 60 1
Frame jamb 2112 70 60 2
Frame cill 1800 70 60 1
Section G-G
Section H-H
Elevation
G
H
G
H
Detail 4
Detail 5
Detail 6
Detail 7
Name:
Student no.:
Date:
Module: Title:
Detail scale:
Scale:
Assignment:
Daniel Cash
C19720711
26/02/21
Estimating
Estimating
1:10
N/A
Window A

25. 1212
900
550
826
Window B finished cutting list
Piece Length(mm) Width(mm) Thickness(mm) Quantity
Vent top Rail 826 55 45 1
Vent bottom Rail 826 55 45 1
Vent stiles 550 55 45 2
Transom 900 70 60 1
Frame head 900 70 60 1
Frame jamb 1212 70 60 2
Frame cill 900 70 60 1
Elevation
Section I-I
Section J-J
I
J
I
J
Detail 8
Detail 9
Name:
Student no.:
Date:
Module: Title:
Detail scale:
Scale:
Assignment:
Daniel Cash
C19720711
26/02/21
Estimating
Estimating
1:10
N/A
Window B

26. 912
900
524
290
863
Window C finished cutting list
Piece Length(mm) Width(mm) Thickness(mm) Quantity
Vent top Rail 826 55 45 1
Vent bottom Rail 826 55 45 1
Vent stiles 290 55 45 2
Casement top rail 826 55 45 1
Casement bottom rail 826 55 45 1
Casement stile 524 55 45 2
Transom 900 70 60 1
Frame head 900 70 60 1
Frame jamb 912 70 60 2
Frame cill 900 70 60 1
Elevation
Section K-K
Section L-L
K
L
Detail 10
K
L
Name:
Student no.:
Date:
Module: Title:
Detail scale:
Scale:
Assignment:
Daniel Cash
C19720711
26/02/21
Estimating
Estimating
1:10
N/A
Window C

27. 70
60
55
45
20
48
12
20
50
6
21
70
60
55
45
60
70
18
60
70
18
Detail 7 on the left shows where a
casement stile meets a mullion.
The mullion also receives a
double glazed unit on the
opposite side which forms a
deadlight.
Detail 4 on the left
shows a 70mm x
60mm window jamb
with a rebate at the
front to receive the
55mm x 44mm top
rail of the casement.
Detail 5 on the left
shows the window
casement meeting
the cill. The cill is
rebated at the
bottom to receive
the concrete cill.
Detail 6 on the left
shows the vertical
section of the
window jamb and the
stile of the window
casement.
Detail 8 shows the bottom
rail of the vent light meeting
the transom.
Name:
Student no.:
Date:
Module: Title:
Detail scale:
Scale:
Assignment:
Daniel Cash
C19720711
26/02/21
Estimating
Estimating
N/A
1:2
Window details

28. 20
50
33
15
10
48
12
10
60
55
14
55
30
30
3
21
Detail 9 above shows a deadlight glazing panel meeting a
cill.
Detail 10 above shows the meeting point of the
transom and a vent light on top and bottom.
Name:
Student no.:
Date:
Module: Title:
Detail scale:
Scale:
Assignment:
Daniel Cash
C19720711
26/02/21
Estimating
Estimating
N/A
1:2
Window details 2

29. 900
2100
95
95
922
215
600
215
95 644 95
92 92 92
95
44
Door A finished cutting list
Piece Length(mm) Width(mm) Thickness(mm) Quantity
Top Rail 845 95 44 1
Middle rail 845 215 44 1
Bottom Rail 845 215 44 1
Stiles 2047 95 44 2
Bottom panels 632 108 44 7
Top Panels 956 108 44 7
Frame head 900 95 44 1
Frame jamb 2100 95 44 2
A
B
C
Section A-A
Section B-B
Section C-C
Elevation
Detail 1
Detail 2
A
B
C
Name:
Student no.:
Date:
Module: Title:
Detail scale:
Scale:
Assignment:
Daniel Cash
C19720711
26/02/21
Estimating
Estimating
1:10
N/A
Door A

30. 900
2100
922
215
600
215
95 644 95
21
92 92 92
Door B finished cutting list
Piece Length(mm) Width(mm) Thickness(mm) Quantity
Top Rail 845 95 44 1
Middle rail 845 215 44 1
Bottom Rail 845 215 44 1
Stiles 2047 95 44 2
Bottom panels 632 108 44 7
Glazing bead 1600 21 44 1
Frame head 900 95 44 1
Frame jamb 2100 95 44 2
Elevation
Detail 3
Section F-F
Section E-E
Section D-D
D
E
F
D
E
F
Name:
Student no.:
Date:
Module: Title:
Detail scale:
Scale:
Assignment:
Daniel Cash
C19720711
26/02/21
Estimating
Estimating
1:10
N/A
Door B

31. 95
44
44
29
25
20
79
47
23
Detail 1 to the left shows a 95mm x 44mm door frame with a 46mm x
15mm rebate at the front to recieve the door. The 44mm thick door is
manufactured using tongue and groove boards as shown in detail 1.
Shown below in detail 3 is the horizontal section of the 44mm x
23mm glazing bead between the door stiles. The glazing bead
receives the double glazing panel either side and is secured with
putty.
Detail 2 on the left shows the door stopped 20mm before the
finished floor line to allow for the stormguard to be fitted.
Detail 1
Detail 2
Detail 3
Name:
Student no.:
Date:
Module: Title:
Detail scale:
Scale:
Assignment:
Daniel Cash
C19720711
26/02/21
Estimating
Estimating
N/A
1:2
Door details

33. Shown is an alternative jointing method
between the curved stile and straight stile
to the hammerhead tenon completed in
class. The curved sections are both joined
with a loose tenon while the top of the
curved stile joins the straight stile also with
a loose tenon. These loose tenons are
sometimes called keys. The bottom of the
curved stile is jointed to the straight stile
with a bridle joint. Sometimes draw pins
are inserted here to further secure the joint
while clamping.