X Denotes wall frame panel label UO Construction 1 ASSESSMENT 1 UO Construction Communication UO Construction Communication Role…

FIND A SOLUTION AT Academic Writers Bay

179-193 BARRINGTON ST
P.O. BOX 1184
steve.bakker@timbertraders.com.au
CLIENT:
PROJECT:
SCALE: 1:75 (A3)
TITLE:
GENERAL ARRANGEMENT PLAN
ROOF COVER :
SHEET
ROOF PITCH :
24.72°
ROOF TRUSS SPACING :
1200c/c max
REGION :
A
DRAWN :
S.B.
TERRAIN CAT : 2.0
TIMBER TREATMENT LEVEL: H2
WIND CLASSIFICATION: N2
DESIGN WIND SPEED : 40 m/sec
JOB NO :
DAB-18SP
SHEET : 1 of 4
8/05/2018
REVISION : Construction
CONSTRUCTION
ISSUE
A B
C
D
E
825 1520 2100 1520 820 620 510 980 1330 1520 705
W3 (1382 x 1520)
* Sill at 766
* Head at 2148
W4 (524 x 980)
* Sill at 1624
* Head at 2148
W5 (1039 x 620)
* Sill at 1109
* Head at 2148
W3 (1382 x 1520)
* Sill at 766
* Head at 2148
W3 (1382 x 1520)
* Sill at 766
* Head at 2148
3400
6000
12450 (O/A studwall)
SPEARWOOD, WA 6163
Ph : 94183222 Fax : 94183240
BIBRA LAKE DC, WA 6965
1000 high panel
820ED
720ID
820ED
820ID
820ID
720ID 720ID
820ID
620ID
720ID
820ID
1025 2060 1560 2420 2815 890 1680
W1 (1210 x 2060)
* Sill at 938
* Head at 2148
SD1 (2148 x 2420)
* Head at 2148
820ED (2150 x 890)
* Head at 2150
2970 890 795 1220 2675
W2 (1382 x 1220)
* Sill at 766
* Head at 2148
820ED (2150 x 890)
* Head at 2150
5150
3300
2300
8550 (O/A studwall)
35
35
35
35
35 135
35
70
CLEAR OPENING SCHEDULE
PRE-FAB STUD FRAMING MINIMUM SPECIFICATION
External (load-bearing wall panels): H2 treated, 2470 finished height, 90×35 MGP10 studs at 600c/c max
Internal (non load-bearing wall panels): H2 treated, 2430 finished height, 90×35 MGP10 studs at 600c/c max
CONSTRUCTION
ISSUE
X Denotes wall frame panel label and direction
A B
2470 FFL
90×35 Site fitted ribbon plate (to external wall panels only)
* Bringing panels to FH 2470 FFL
W3 (1382 x 1520)
* Sill at 766
* Head at 2148
W3 (1382 x 1520)
* Sill at 766
* Head at 2148
W5 (1039 x 620)
* Sill at 1109
* Head at 2148
W4 (524 x 980)
* Sill at 1624
* Head at 2148
W3 (1382 x 1520)
* Sill at 766
* Head at 2148
825 1520 2100 1520 820 620 510 980 1330 1520 705
190×45 H3 * U/S at 2150 FFL
179-193 BARRINGTON ST
P.O. BOX 1184
steve.bakker@timbertraders.com.au
CLIENT:
PROJECT:
SCALE: 1:75 (A3)
TITLE:
WALL PANEL LAYOUT
ROOF COVER :
SHEET
ROOF PITCH :
24.72°
ROOF TRUSS SPACING :
1200c/c max
REGION :
A
DRAWN :
S.B.
TERRAIN CAT : 2.0
TIMBER TREATMENT LEVEL: H2
WIND CLASSIFICATION: N2
DESIGN WIND SPEED : 40 m/sec
JOB NO :
DAB-18SP
SHEET : 2 of 4
8/05/2018
REVISION : Construction
QTY OPENING LABEL HEIGHT X WIDTH FIN HEIGHT
1 W1 1210 x 2060 2148
1 SD1 2148 x 2420 2148
1 W2 1382 x 1220 2148
3 W3 1382 x 1520 2148
1 W4 524 x 980 2148
LOAD CONDITION
LB
LB
LB
LB
LB
1 W5 LB 1039 x 620 2148
2 820ED LB 2150 x 890 2150
1 620ID
4 720ID N-LB 2080 x 760 2080
4 820ID N-LB 2080 x 860 2080
N-LB 2080 x 660 2080
SPEARWOOD, WA 6163
Ph : 94183222 Fax : 94183240
BIBRA LAKE DC, WA 6965
C D E
G F
J I H
1
2
3
5 4
6
7
8
9
10
11
12
13
14
15
16
17
19 18
20
21
22
23
24
25
26
820ED (2150 x 890)
* Head at 2150
W2 (1382 x 1220)
* Sill at 766
* Head at 2148
2970 890 795 1220 2675
820ED (2150 x 890)
* Head at 2150
SD1 (2148 x 2420)
* Head at 2148
W1 (1210 x 2060)
* Sill at 938
* Head at 2148
1025 2060 1560 2420 2815 890 1680
820ID
720ID
620ID
820ID
720ID 720ID
820ID 820ID
820ED
720ID
820ED
190×45 H3 * U/S at 2150 FFL
240×45 H3 * U/S at 2230 FFL
240×45 H3 * U/S at 2230 FFL
179-193 BARRINGTON ST
P.O. BOX 1184
steve.bakker@timbertraders.com.au
CLIENT:
PROJECT:
SCALE: 1:75 (A3)
TITLE:
ROOF TRUSS LAYOUT
ROOF COVER :
SHEET
ROOF PITCH :
24.72°
ROOF TRUSS SPACING :
1200c/c max
REGION :
A
DRAWN :
S.B.
TERRAIN CAT : 2.0
TIMBER TREATMENT LEVEL: H2
WIND CLASSIFICATION: N2
DESIGN WIND SPEED : 40 m/sec
JOB NO :
DAB-18SP
SHEET : 3 of 4
8/05/2018
REVISION : Construction
CONSTRUCTION
ISSUE
C4
C4
C3
C3
C1
C1
C2
C2
C1
C2
TG3*
SYMBOL LEGEND
GENERAL NOTES
A B
C
D
E
45
45
H2
190×45 H3 verandah beam: 1/2.4
240×45 H3 carport beam: 1/6.0
190×45 H3 verandah beam: 1/6.0
190×45 H3 verandah beams: 3/5.4
2620 (TG3 setback)
Oure face beam
Fascia / 6.0 Fascia / 5.0 Fascia / 6.0
Fascia / 6.5
Metal speedbracing to truss top chords
BCT
70×35 Bottom chord ties at 2800c/c max
FB3590 framing bracket bottom chord truss to truss connection (fully nailed)
MX* Truss location is critical (truss mark with asterisk)
* Setbacks provided are from outer face wall panels to NEAR face trusses (UNO)
1. All erection and bracing as per Pryda erection guide and AS4440.
2. These drawings to be read in conjunction with architectural and structural drawings.
3. Truss tiedown and connection requirement: See seperate report supplied with these layouts.
SPEARWOOD, WA 6163
Ph : 94183222 Fax : 94183240
BIBRA LAKE DC, WA 6965
C1
C2
C1
C2
C3
C4
C3
C4
J1
J2
J3
J3
J1
J1
J5
J5
J6
J6
S1
S1
S1
S2 * Adjacent to wall panel
TS1*
TS1*
C3
C3
C4
C4
C3
C4
H1
H2
H4
H1
H6
H6
TG1*
TG2*
V1
V2
V3
BCT
BCT
BCT
BCT
240×45 H3 carport beam: 1/3.6
240×45 H3 carport beam: 1/3.6
190×45 H3 verandah beam: 1/3.6
2720 (TG1 setback)
3920 (TS1 setback)
2720 (TG2 setback)
3920 (TS1 setback)
Fascia / 6.0
Fascia / 1.0
Fascia / 3.5
2/140×45 H3 hip rafters: 2/4.2
Fascia / 3.5
179-193 BARRINGTON ST
P.O. BOX 1184
steve.bakker@timbertraders.com.au
CLIENT:
PROJECT:
SCALE: NTS
TITLE:
SECTION DETAILS
ROOF COVER :
SHEET
ROOF PITCH :
24.72°
ROOF TRUSS SPACING :
1200c/c max
REGION :
A
DRAWN :
S.B.
TERRAIN CAT : 2.0
TIMBER TREATMENT LEVEL: H2
WIND CLASSIFICATION: N2
DESIGN WIND SPEED : 40 m/sec
JOB NO :
DAB-18SP
SHEET : 4 of 4
8/05/2018
REVISION : Construction
DETAIL E * Not to scale
3300
SPEARWOOD, WA 6163
Ph : 94183222 Fax : 94183240
BIBRA LAKE DC, WA 6965
CONSTRUCTION
ISSUE
24.72°
FL
2470 FFL
Opening heads at 2148 FFL
Ceiling lining to 25mm metal ceiling battens
direct fixed to truss bottom chords at 600c/c max
40mm metal roof battens at 900c/c max
4.5mm fibre-cement raked eave lining
to 70×35 eave framing
DETAIL A * Not to scale
90×35 Site fitted ribbon plate (to external wall panels only)
* Bringing panels to FH 2470 FFL
640
6.0mm Versilux lining to 70×35 ceiling battens
direct fixed to truss bottom chords at 600c/c max
FCL at 2429 FFL
U/S 240×45 H3 beam at 2230 FFL
24.72°
FCL at 2435 FFL
2470 FFL
Opening heads at 2148 FFL
Ceiling lining to 25mm metal ceiling battens
direct fixed to truss bottom chords at 600c/c max
DETAIL D * Not to scale
U/S 190×45 H3 beam at 2150 FFL
2300
7.0°
140×35 H3 Birdboard
120×35 H3 rafters at 900c/c max
24.72°
FCL at 2435 FFL
2470 FFL
Opening heads at 2148 FFL
Ceiling lining to 25mm metal ceiling battens
direct fixed to truss bottom chords at 600c/c max
U/S 190×45 H3 beam at 2150 FFL
4.9°
120×35 H3 rafters at 900c/c max
140×35 H3 Birdboard
70×45 H3 roof battens at 900c/c max
70×45 H3 roof battens at 900c/c max
24.72°
2470 FFL
40mm metal roof battens at 900c/c max
4.5mm fibre-cement raked eave lining
to 70×35 eave framing
DETAIL B * Not to scale
640
6.0mm Versilux lining to 70×35 ceiling battens
direct fixed to truss bottom chords at 600c/c max
FCL at 2429 FFL
U/S 240×45 H3 beam at 2230 FFL
24.72°
2470 FFL
DETAIL C * Not to scale
Worldwide Timber Traders Pryda Build Designer – Version 4.3.5
179 Barrington Street SPEARWOOD WA 6163 Ph (08) 9418 3222 Fax 9418 3240 Date: 02-10-2018 06:09
PRODUCTION SHEET Page 1
Job: DAB-18SP
“S1” – 3 Single Trusses – (35mm thick)
Approx truss weight : 44 kg
Customer:
Site addres
Detailer: Steve Bakker
Job: DAB-18SP
—– Cut Angles —–
—– Mitres —–
—– Tilt Angles —–
ID
Type
Timber
Qty
Stock
Length
Actual
Length
Len To
Bracing
#1
#2
#3
#4
Seat cut
C.L. at
Lh/Rh
#
Front
L.F.
L.B.
R.F.
R.B.
L.F.
L.B.
R.F.
R.B.
1
BC
90MGP10H2B
3
4800
4750
Bot
90.00
24.72
0.00
90.00

1/45

0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
2
BC
90MGP10H2B
3
4200
3800
Bot
90.00
24.72
0.00
90.00

1/45

0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
3
TC
90MGP12H2B
3
6000
5455
Bot
0.00
65.28
0.00
65.28

45/45

0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
4
TC
90MGP12H2B
3
4800
4706
Bot
0.00
65.28
0.00
65.28

45/45

0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
5
Web
70MGP10H2B
6
1200
1000
Bot
82.05
0.00
57.33
0.00

35/35









6
Web
90MGP10H2B
6
2400
2138
Cln
27.61
62.39
52.33
70.34

45/45









7
Web
70MGP10H2B
3
2100
1879
Cln
90.00
0.00
65.28
65.28

35/35









Plate Summary
10C4 : 6 4C6 : 6 6C2 : 12 6C3 : 18 6C4 : 12
749
1 2
3
4
5 6
7
6 5
H:22 V:8
6C3
H:= V:=
6C2
H:= V:40
10C4
H:= V:=
6C2
H:-22 V:8
6C3
6C4
H:-158 V:35
4C6
H:= V:50
6C4
H:-3 V:40
H:= V:=
6C3
2068
2005
(1145v) (2068v)
4275
(100v)
2005
(1145v)
4275
(100v)
2138
4275
2138
4275
749R
8550
24.7 deg 24.7 deg
Camber: (0) (2) (2) (2) (0)
Worldwide Timber Traders Pryda Build Designer – Version 4.3.5
179 Barrington Street SPEARWOOD WA 6163 Ph (08) 9418 3222 Fax 9418 3240 Date: 02-10-2018 06:09
PRODUCTION SHEET Page 2
Job: DAB-18SP
“TS1” – 2 Single Trusses – (35mm thick) – (3920mm station)
Approx truss weight : 44 kg
Customer:
Site addres
Detailer: Steve Bakker
Job: DAB-18SP
—– Cut Angles —–
—– Mitres —–
—– Tilt Angles —–
ID
Type
Timber
Qty
Stock
Length
Actual
Length
Len To
Bracing
#1
#2
#3
#4
Seat cut
C.L. at
Lh/Rh
#
Front
L.F.
L.B.
R.F.
R.B.
L.F.
L.B.
R.F.
R.B.
1
BC
90MGP10H2B
2
4800
4750
Bot
90.00
24.72
0.00
90.00

1/45

0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
2
BC
90MGP10H2B
2
4200
3800
Bot
90.00
24.72
0.00
90.00

1/45

0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
3
TC
90MGP12H2B
2
5400
5037
Bot
0.00
65.28
0.00
65.28

45/45

0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
4
TC
90MGP10H2B
2
1200
1101
Bot
0.00
24.72
24.72
0.00

45/45

0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
5
TC
90MGP10H2B
2
4800
4288
Bot
0.00
65.28
0.00
65.28

45/45

0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
6
Web
70MGP10H2B
4
1200
973
Bot
0.00
71.53
79.59
0.00

35/35









7
Web
70MGP10H2B
4
2100
2020
Cln
53.60
0.00
28.88
53.95

35/35









8
Web
70MGP10H2B
4
1800
1705
Bot
72.46
17.54
72.46
0.00

35/35









Plate Summary
4C2 : 8 4C4 : 4 6C3 : 12 6C4 : 8 8C4 : 8
1 2
3
4
5
6
7 8 8 7
6
H:22 V:8
6C3
H:-40 V:35
6C4
H:= V:35
4C4
H:-110 V:35
6C4
H:-22 V:8
6C3
4C2
H:= V:=
8C4
H:-135 V:40
H:-65 V:40
8C4
4C2
H:= V:=
H:= V:=
6C3
1806
551
(1806v) (1806v)
2320
(1000v)
4275
(100v)
551
(1806v)
2320
(1000v)
4275
(100v)
1793
4275
1793
4275
749R
8550
4100 188
188 4100 749
24.7 deg 24.7 deg
Camber: (0) (2) (2) (2) (0)
Worldwide Timber Traders Pryda Build Designer – Version 4.3.5
179 Barrington Street SPEARWOOD WA 6163 Ph (08) 9418 3222 Fax 9418 3240 Date: 02-10-2018 06:09
PRODUCTION SHEET Page 3
Job: DAB-18SP
“TG1” – 1 Single Truss – (35mm thick) – (2720mm station)
Approx truss weight : 50 kg
Customer:
Site addres
Detailer: Steve Bakker
Job: DAB-18SP
—– Cut Angles —–
—– Mitres —–
—– Tilt Angles —–
ID
Type
Timber
Qty
Stock
Length
Actual
Length
Len To
Bracing
#1
#2
#3
#4
Seat cut
C.L. at
Lh/Rh
#
Front
L.F.
L.B.
R.F.
R.B.
L.F.
L.B.
R.F.
R.B.
1
BC
120MGP10H2B
1
4800
4750
Bot
90.00
24.72
0.00
90.00

1/60

0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
2
BC
120MGP10H2B
1
4200
3800
Bot
90.00
24.72
0.00
90.00

1/60

0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
3
TC
90MGP12H2B
1
4200
3716
Bot
0.00
65.28
0.00
65.28

45/45

0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
4
TC
120MGP10H2B
1
4200
3631
Bot
0.00
24.72
24.72
0.00

60/60

0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
5
TC
90MGP10H2B
1
3600
2967
Bot
0.00
65.28
0.00
65.28

45/45

0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
6
Web
70MGP10H2B
2
1200
1155
Cln
28.09
61.91
52.81
0.00

35/35









7
Web
70MGP10H2B
3
1200
1013
Bot
90.00
0.00
0.00
90.00

35/35









8
Web
70MGP10H2B
2
2100
1988
Cln
30.64
59.36
30.64
59.36

35/35









Plate Summary
10C4 : 4 4C2 : 4 6C2 : 2 6C4 : 6 8C4 : 6
1 2
3
4
5
6
7
8 7
8
7
6
H:54 V:10
6C4
H:= V:35
8C4
H:= V:=
6C2
H:= V:35
8C4
H:-54 V:10
6C4
4C2
H:= V:=
10C4
H:-230 V:35
8C4
H:= V:35
H:-20 V:35
10C4
4C2
H:= V:=
H:= V:=
6C4
1253
1816
(1253v) (1253v)
2795
(781v)
4275
(100v)
1816
(1253v)
2795
(781v)
4275
(100v)
1816
4275
1816
4275
749R
8550
2707 260
260 2707 749
24.7 deg 24.7 deg
Camber: (0) (4) (4) (3) (0)
Worldwide Timber Traders Pryda Build Designer – Version 4.3.5
179 Barrington Street SPEARWOOD WA 6163 Ph (08) 9418 3222 Fax 9418 3240 Date: 02-10-2018 06:09
PRODUCTION SHEET Page 4
Job: DAB-18SP
“TG2” – 1 Single Truss – (35mm thick) – (2720mm station)
Approx truss weight : 50 kg
Customer:
Site addres
Detailer: Steve Bakker
Job: DAB-18SP
—– Cut Angles —–
—– Mitres —–
—– Tilt Angles —–
ID
Type
Timber
Qty
Stock
Length
Actual
Length
Len To
Bracing
#1
#2
#3
#4
Seat cut
C.L. at
Lh/Rh
#
Front
L.F.
L.B.
R.F.
R.B.
L.F.
L.B.
R.F.
R.B.
1
BC
120MGP10H2B
1
4800
4750
Bot
90.00
24.72
0.00
90.00

1/60

0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
2
BC
120MGP10H2B
1
4200
3800
Bot
90.00
24.72
0.00
90.00

1/60

0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
3
TC
90MGP12H2B
1
4200
3716
Bot
0.00
65.28
0.00
65.28

45/45

0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
4
TC
120MGP10H2B
1
4200
3631
Bot
0.00
24.72
24.72
0.00

60/60

0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
5
TC
90MGP10H2B
1
3600
2967
Bot
0.00
65.28
0.00
65.28

45/45

0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
6
Web
70MGP10H2B
2
1200
1155
Cln
28.09
61.91
52.81
0.00

35/35









7
Web
70MGP10H2B
3
1200
1013
Bot
90.00
0.00
0.00
90.00

35/35









8
Web
70MGP10H2B
2
2100
1988
Cln
30.64
59.36
30.64
59.36

35/35









Plate Summary
10C4 : 4 4C2 : 4 6C2 : 2 6C4 : 6 8C4 : 6
1 2
3
4
5
6
7
8 7
8
7
6
H:54 V:10
6C4
H:= V:35
8C4
H:= V:=
6C2
H:= V:35
8C4
H:-54 V:10
6C4
4C2
H:= V:=
10C4
H:-230 V:35
8C4
H:= V:35
H:-20 V:35
10C4
4C2
H:= V:=
H:= V:=
6C4
1253
1816
(1253v) (1253v)
2795
(781v)
4275
(100v)
1816
(1253v)
2795
(781v)
4275
(100v)
1816
4275
1816
4275
749R
8550
2707 260
260 2707 749
24.7 deg 24.7 deg
Camber: (0) (4) (4) (3) (0)
Worldwide Timber Traders Pryda Build Designer – Version 4.3.5
179 Barrington Street SPEARWOOD WA 6163 Ph (08) 9418 3222 Fax 9418 3240 Date: 02-10-2018 06:09
PRODUCTION SHEET Page 5
Job: DAB-18SP
“S2” – 1 Single Truss – (35mm thick)
Approx truss weight : 28 kg
Customer:
Site addres
Detailer: Steve Bakker
Job: DAB-18SP
—– Cut Angles —–
—– Mitres —–
—– Tilt Angles —–
ID
Type
Timber
Qty
Stock
Length
Actual
Length
Len To
Bracing
#1
#2
#3
#4
Seat cut
C.L. at
Lh/Rh
#
Front
L.F.
L.B.
R.F.
R.B.
L.F.
L.B.
R.F.
R.B.
1
BC
90MGP10H2B
1
6000
6000
Bot
90.00
24.72
24.72
90.00

1/1

0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
2
TC
90MGP12H2B
1
4200
4051
Bot
0.00
65.28
0.00
65.28

45/45

0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
3
TC
90MGP10H2B
1
3600
3303
Bot
0.00
65.28
0.00
65.28

45/45

0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
4
Web
70MGP10H2B
2
900
771
Bot
0.00
72.86
78.39
0.00

35/35









5
Web
70MGP10H2B
2
1800
1608
Cln
53.47
0.00
28.75
36.53

35/35









Plate Summary
4C2 : 4 4C4 : 6 6C3 : 4
1
2
3
4
5 5
4
H:22 V:8
6C3
H:-20 V:35
4C4
H:-80 V:35
4C4
H:-22 V:8
6C3
4C2
H:= V:=
4C4
H:= V:40
4C2
H:= V:=
1481
1425
(825v) (1481v)
3000
(100v)
1425
(825v)
3000
(100v)
1001
3000
1001
3000
6000
24.7 deg 24.7 deg
749
Camber: (0) (1) (1) (0)
Worldwide Timber Traders Pryda Build Designer – Version 4.3.5
179 Barrington Street SPEARWOOD WA 6163 Ph (08) 9418 3222 Fax 9418 3240 Date: 02-10-2018 06:09
PRODUCTION SHEET Page 6
Job: DAB-18SP
“TG3” – 1 Single Truss – (35mm thick) – (2620mm station)
Approx truss weight : 34 kg
Customer:
Site addres
Detailer: Steve Bakker
Job: DAB-18SP
—– Cut Angles —–
—– Mitres —–
—– Tilt Angles —–
ID
Type
Timber
Qty
Stock
Length
Actual
Length
Len To
Bracing
#1
#2
#3
#4
Seat cut
C.L. at
Lh/Rh
#
Front
L.F.
L.B.
R.F.
R.B.
L.F.
L.B.
R.F.
R.B.
1
BC
120MGP10H2B
1
6000
6000
Bot
90.00
24.72
24.72
90.00

1/1

0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
2
TC
90MGP10H2B
1
3000
2857
Bot
0.00
65.28
0.00
65.28

45/45

0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
3
TC
120MGP10H2B
1
1500
1281
Bot
0.00
24.72
24.72
0.00

60/60

0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
4
TC
90MGP12H2B
1
4200
3606
Bot
0.00
65.28
0.00
65.28

45/45

0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
5
Web
70MGP10H2B
1
1200
947
Cln
30.79
68.81
55.51
0.00

35/35









6
Web
70MGP10H2B
1
1200
981
Bot
80.40
0.00
55.68
0.00

35/35









7
Web
70MGP10H2B
1
1800
1738
Cln
33.82
42.56
33.82
65.78

35/35









8
Web
70MGP10H2B
1
1200
995
Bot
76.38
0.00
76.38
0.00

35/35









9
Web
70MGP10H2B
1
1200
947
Cln
30.78
72.84
55.50
0.00

35/35









Plate Summary
10C4 : 4 4C2 : 4 6C4 : 6 8C4 : 2
1
2
3
4
5
6 7 8
9
H:54 V:10
6C4
H:-80 V:40
6C4
H:= V:35
8C4
H:-54 V:10
6C4
4C2
H:= V:=
10C4
H:-215 V:40
10C4
H:-75 V:40
4C2
H:= V:=
1207
641
(1207v) (1207v)
1650
(722v)
3000
(100v)
641
(1207v)
1650
(722v)
3000
(100v)
875
3000
875
3000
6000
749 260
260
24.7 deg 24.7 deg
Camber: (0) (2) (2) (0)
Worldwide Timber Traders Pryda Build Designer – Version 4.3.5
179 Barrington Street SPEARWOOD WA 6163 Ph (08) 9418 3222 Fax 9418 3240 Date: 02-10-2018 06:09
PRODUCTION SHEET Page 7
Job: DAB-18SP
“V1” – 1 Single Truss – (35mm thick) – (0mm station)
Approx truss weight : 13 kg
Customer:
Site addres
Detailer: Steve Bakker
Job: DAB-18SP
—– Cut Angles —–
—– Mitres —–
—– Tilt Angles —–
ID
Type
Timber
Qty
Stock
Length
Actual
Length
Len To
Bracing
#1
#2
#3
#4
Seat cut
C.L. at
Lh/Rh
#
Front
L.F.
L.B.
R.F.
R.B.
L.F.
L.B.
R.F.
R.B.
1
BC
70MGP10H2B
1
4800
4350
Bot
0.00
24.72
24.72
0.00

35/35

0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
2
TC
70MGP10H2B
2
2400
2227
Top
24.72
0.00
0.00
65.28

35/35

0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
3
Web
70MGP10H2B
2
600
479
Bot
90.00
0.00
65.28
0.00

35/35









4
Web
70MGP10H2B
1
900
854
Cln
90.00
0.00
65.28
65.28

35/35









Plate Summary
4C2 : 14 4C4 : 2
1
2 2
3
4
3
H:= V:=
4C2
H:= V:=
4C2
H:= V:=
4C2
H:= V:=
4C2
H:= V:=
4C2
4C2
H:= V:=
4C4
H:= V:40
4C2
H:= V:=
1001
850
(610v) (1001v)
2175
850
(610v)
2175
850
2175
850
2175
4350
24.7 deg 24.7 deg
Camber: (0) (0) (0) (0) (0) (0) (0)
Worldwide Timber Traders Pryda Build Designer – Version 4.3.5
179 Barrington Street SPEARWOOD WA 6163 Ph (08) 9418 3222 Fax 9418 3240 Date: 02-10-2018 06:09
PRODUCTION SHEET Page 8
Job: DAB-18SP
“H1” – 2 Single Trusses – (35mm thick)
Approx truss weight : 25 kg
Customer:
Site address: e
Detailer: Steve Bakker
Job: DAB-18SP
—– Cut Angles —–
—– Mitres —–
—– Tilt Angles —–
ID
Type
Timber
Qty
Stock
Length
Actual
Length
Len To
Bracing
#1
#2
#3
#4
Seat cut
C.L. at
Lh/Rh
#
Front
L.F.
L.B.
R.F.
R.B.
L.F.
L.B.
R.F.
R.B.
1
BC
120MGP10H2B
2
4200
3847
Bot
90.00
18.03
0.00
90.00

1/60
Dbl
0.00
0.00
45.00
45.00
0.00
0.00
0.00
0.00
2
TC
90MGP12H2B
2
2100
1998
Bot
0.00
71.97
0.00
71.97

45/45
Dbl
0.00
0.00
42.25
42.25
0.00
0.00
17.20
17.20
3
TC
90MGP12H2B
2
5400
5371
Bot
0.00
71.97
0.00
71.97

45/45

0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
4
Web
70MGP10H2B
2
1200
1110
Bot
90.00
0.00
71.97
0.00

35/35









5
Web
70MGP10H2B
2
900
601
Bot
75.05
0.00
57.02
0.00

35/35









6
Web
70MGP10H2B
2
1800
1662
Cln
20.45
69.55
38.48
84.50

35/35









Plate Summary
4C2 : 8 6C3 : 4 6C4 : 12
1
2
3
4
5 6
H:108 V:10
6C4
H:= V:=
4C2
H:-95 V:40
6C4
4C2
H:= V:=
6C4
H:-3 V:40
6C3
H:= V:=
1325
2064
2269
(1325v) (2064v)
3976
(769v)
6046
(96v)
1855
3777
3847
70SB
2386
18.0 deg
1011
Camber: (0) (0) (0)
Worldwide Timber Traders Pryda Build Designer – Version 4.3.5
179 Barrington Street SPEARWOOD WA 6163 Ph (08) 9418 3222 Fax 9418 3240 Date: 02-10-2018 06:09
PRODUCTION SHEET Page 9
Job: DAB-18SP
“H4” – 1 Single Truss – (35mm thick)
Approx truss weight : 23 kg
Customer:
Site address: e
Detailer: Steve Bakker
Job: DAB-18SP
—– Cut Angles —–
—– Mitres —–
—– Tilt Angles —–
ID
Type
Timber
Qty
Stock
Length
Actual
Length
Len To
Bracing
#1
#2
#3
#4
Seat cut
C.L. at
Lh/Rh
#
Front
L.F.
L.B.
R.F.
R.B.
L.F.
L.B.
R.F.
R.B.
1
BC
120MGP10H2B
1
4200
3847
Bot
90.00
18.03
0.00
90.00

1/60
Dbl
0.00
0.00
45.00
45.00
0.00
0.00
0.00
0.00
2
TC
90MGP10H2B
1
2400
2187
Bot
0.00
71.97
0.00
71.97

45/45
Dbl
0.00
0.00
42.25
42.25
0.00
0.00
17.20
17.20
3
TC
90MGP10H2B
1
4200
4171
Bot
0.00
71.97
0.00
71.97

45/45

0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
4
Web
70MGP10H2B
1
1200
1110
Bot
90.00
0.00
71.97
0.00

35/35









5
Web
70MGP10H2B
1
900
601
Bot
75.05
0.00
57.02
0.00

35/35









6
Web
70MGP10H2B
1
1800
1662
Cln
20.45
69.55
38.48
84.50

35/35









Plate Summary
4C2 : 4 6C3 : 2 6C4 : 6
1
2
3 4
5 6
H:108 V:10
6C4
H:= V:=
4C2
H:-90 V:40
6C4
4C2
H:= V:=
6C4
H:-8 V:40
6C3
H:= V:=
1325
2064
2269
(1325v) (2064v)
3976
(769v)
6046
(96v)
1855
3777
3847
70SB
2386
18.0 deg
Camber: (0) (0) (0)
Worldwide Timber Traders Pryda Build Designer – Version 4.3.5
179 Barrington Street SPEARWOOD WA 6163 Ph (08) 9418 3222 Fax 9418 3240 Date: 02-10-2018 06:09
PRODUCTION SHEET Page 10
Job: DAB-18SP
“H2” – 1 Single Truss – (35mm thick)
Approx truss weight : 23 kg
Customer:
Site address: e
Detailer: Steve Bakker
Job: DAB-18SP
—– Cut Angles —–
—– Mitres —–
—– Tilt Angles —–
ID
Type
Timber
Qty
Stock
Length
Actual
Length
Len To
Bracing
#1
#2
#3
#4
Seat cut
C.L. at
Lh/Rh
#
Front
L.F.
L.B.
R.F.
R.B.
L.F.
L.B.
R.F.
R.B.
1
BC
120MGP10H2B
1
4200
3783
Bot
90.00
18.03
0.00
90.00

22/60
Dbl
0.00
0.00
45.00
45.00
0.00
0.00
0.00
0.00
2
TC
90MGP10H2B
1
2400
2120
Bot
0.00
71.97
0.00
71.97

45/45
Dbl
0.00
0.00
42.25
42.25
0.00
0.00
17.20
17.20
3
TC
90MGP10H2B
1
4200
4171
Bot
0.00
71.97
0.00
71.97

45/45

0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
4
Web
70MGP10H2B
1
1200
1110
Bot
90.00
0.00
71.97
0.00

35/35









5
Web
70MGP10H2B
1
900
609
Bot
73.87
0.00
55.84
0.00

35/35









6
Web
70MGP10H2B
1
1800
1650
Cln
20.78
69.22
38.81
85.35

35/35









Plate Summary
4C2 : 4 6C3 : 2 6C4 : 6
1
2
3
4
5 6
H:76 V:21
6C4
H:= V:=
4C2
H:-95 V:40
6C4
4C2
H:= V:=
6C4
H:-5 V:40
6C3
H:= V:=
1325
2064
2269
(1325v) (2064v)
3962
(774v)
5982
(116v)
1855
3713
3783
70SB
2386
18.0 deg
116
Camber: (0) (0) (0)
Worldwide Timber Traders Pryda Build Designer – Version 4.3.5
179 Barrington Street SPEARWOOD WA 6163 Ph (08) 9418 3222 Fax 9418 3240 Date: 02-10-2018 06:09
PRODUCTION SHEET Page 11
Job: DAB-18SP
“H6” – 2 Single Trusses – (35mm thick)
Approx truss weight : 19 kg
Customer:
Site address: e
Detailer: Steve Bakker
Job: DAB-18SP
—– Cut Angles —–
—– Mitres —–
—– Tilt Angles —–
ID
Type
Timber
Qty
Stock
Length
Actual
Length
Len To
Bracing
#1
#2
#3
#4
Seat cut
C.L. at
Lh/Rh
#
Front
L.F.
L.B.
R.F.
R.B.
L.F.
L.B.
R.F.
R.B.
1
BC
120MGP10H2B
2
4200
3705
Bot
90.00
18.03
0.00
90.00

1/60
Dbl
0.00
0.00
45.00
45.00
0.00
0.00
0.00
0.00
2
TC
90MGP10H2B
2
4800
4462
Bot
0.00
71.97
0.00
71.97

45/45
Dbl
0.00
0.00
42.25
42.25
0.00
0.00
17.20
17.20
3
Web
70MGP10H2B
2
1200
1064
Bot
90.00
0.00
71.97
0.00

35/35









4
Web
70MGP10H2B
2
900
583
Bot
73.92
0.00
55.89
0.00

35/35









5
Web
70MGP10H2B
2
1800
1582
Cln
20.72
69.28
38.75
85.36

35/35









Plate Summary
4C2 : 8 6C4 : 12
1
2
3
4 5
H:108 V:10
6C4
H:= V:=
4C2
H:-95 V:40
6C4
4C2
H:= V:=
6C4
H:-5 V:40
1279
1477
607
(1279v) (1477v)
2238
(748v)
4243
(96v)
1784
3635
3705
70SB
639
18.0 deg
Camber: (0) (0) (0)
Worldwide Timber Traders Pryda Build Designer – Version 4.3.5
179 Barrington Street SPEARWOOD WA 6163 Ph (08) 9418 3222 Fax 9418 3240 Date: 02-10-2018 06:09
PRODUCTION SHEET Page 12
Job: DAB-18SP
“J1” – 3 Single Trusses – (35mm thick) – (2720mm station)
Approx truss weight : 13 kg
Customer:
Site address: e
Detailer: Steve Bakker
Job: DAB-18SP
—– Cut Angles —–
—– Mitres —–
—– Tilt Angles —–
ID
Type
Timber
Qty
Stock
Length
Actual
Length
Len To
Bracing
#1
#2
#3
#4
Seat cut
C.L. at
Lh/Rh
#
Front
L.F.
L.B.
R.F.
R.B.
L.F.
L.B.
R.F.
R.B.
1
BC
90MGP10H2B
3
3000
2720
Bot
90.00
24.72
0.00
90.00

1/45

0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
2
TC
90MGP10H2B
3
3600
3005
Bot
0.00
65.28
0.00
65.28

45/45
1
0.00
0.00
0.00
39.96
0.00
0.00
0.00
22.69
3
Web
70MGP10H2B
3
1200
1147
Bot
90.00
0.00
65.28
0.00

35/35









4
Web
70MGP10H2B
3
600
569
Bot
90.00
0.00
65.28
0.00

35/35









5
Web
70MGP10H2B
3
1500
1315
Cln
25.62
64.38
50.34
64.38

35/35









Plate Summary
4C2 : 12 4C3 : 6 4C4 : 12
1
2
3
4 5
H:47 V:8
4C3
H:= V:=
4C2
(0)
H:-60 V:35
4C4
(0)
4C2
H:= V:=
4C4
H:-50 V:35
1336
1357
45
(1357v)(1336v)
1371
(726v)
2730
(100v)
1326
2685
11R
2720
35SB
2956 50
24.7 deg
Camber: (0)
Worldwide Timber Traders Pryda Build Designer – Version 4.3.5
179 Barrington Street SPEARWOOD WA 6163 Ph (08) 9418 3222 Fax 9418 3240 Date: 02-10-2018 06:09
PRODUCTION SHEET Page 13
Job: DAB-18SP
“J2” – 1 Single Truss – (35mm thick) – (2720mm station)
Approx truss weight : 15 kg
Customer:
Site address: e
Detailer: Steve Bakker
Job: DAB-18SP
—– Cut Angles —–
—– Mitres —–
—– Tilt Angles —–
ID
Type
Timber
Qty
Stock
Length
Actual
Length
Len To
Bracing
#1
#2
#3
#4
Seat cut
C.L. at
Lh/Rh
#
Front
L.F.
L.B.
R.F.
R.B.
L.F.
L.B.
R.F.
R.B.
1
BC
90MGP10H2B
1
3000
2720
Bot
90.00
24.72
0.00
90.00

1/45

0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
2
TC
90MGP12H2B
1
4200
3754
Bot
0.00
65.28
0.00
65.28

45/45
1
0.00
0.00
39.96
0.00
0.00
0.00
22.69
0.00
3
Web
70MGP10H2B
1
1200
1147
Bot
90.00
0.00
65.28
0.00

35/35









4
Web
70MGP10H2B
1
600
569
Bot
90.00
0.00
65.28
0.00

35/35









5
Web
70MGP10H2B
1
1500
1315
Cln
25.62
64.38
50.34
64.38

35/35









Plate Summary
4C2 : 4 4C3 : 2 4C4 : 4
1
2
3
4 5
H:47 V:8
4C3
H:= V:=
4C2
H:-60 V:35
4C4
4C2
H:= V:=
4C4
H:-50 V:35
1336
1357
45
(1357v)(1336v)
1371
(726v)
2730
(100v)
1326
2685
2720
35SB
749 50
24.7 deg
Camber: (0) (0) (0)
Worldwide Timber Traders Pryda Build Designer – Version 4.3.5
179 Barrington Street SPEARWOOD WA 6163 Ph (08) 9418 3222 Fax 9418 3240 Date: 02-10-2018 06:09
PRODUCTION SHEET Page 14
Job: DAB-18SP
“J3” – 2 Single Trusses – (35mm thick) – (2720mm station)
Approx truss weight : 17 kg
Customer:
Site address: e
Detailer: Steve Bakker
Job: DAB-18SP
—– Cut Angles —–
—– Mitres —–
—– Tilt Angles —–
ID
Type
Timber
Qty
Stock
Length
Actual
Length
Len To
Bracing
#1
#2
#3
#4
Seat cut
C.L. at
Lh/Rh
#
Front
L.F.
L.B.
R.F.
R.B.
L.F.
L.B.
R.F.
R.B.
1
BC
90MGP10H2B
2
3000
2720
Bot
90.00
24.72
0.00
90.00

1/45

0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
2
TC
90MGP10H2B
2
5400
5075
Bot
0.00
65.28
0.00
65.28

45/45
1
0.00
0.00
0.00
39.96
0.00
0.00
0.00
22.69
3
Web
70MGP10H2B
2
1200
1147
Bot
90.00
0.00
65.28
0.00

35/35









4
Web
70MGP10H2B
2
600
569
Bot
90.00
0.00
65.28
0.00

35/35









5
Web
70MGP10H2B
2
1500
1315
Cln
25.62
64.38
50.34
64.38

35/35









Plate Summary
4C2 : 8 4C3 : 4 4C4 : 8
1
2
3
4
5
H:47 V:8
4C3
H:= V:=
4C2
H:-60 V:35
4C4
4C2
H:= V:=
4C4
H:-50 V:35
1336
1909
1245
(1336v) (1909v)
2571
(726v)
3930
(100v)
1326
2685
749R 1332R
2720
35SB
749 2956 1371
24.7 deg
Camber: (0) (0) (0)
Worldwide Timber Traders Pryda Build Designer – Version 4.3.5
179 Barrington Street SPEARWOOD WA 6163 Ph (08) 9418 3222 Fax 9418 3240 Date: 02-10-2018 06:09
PRODUCTION SHEET Page 15
Job: DAB-18SP
“J5” – 2 Single Trusses – (35mm thick) – (2720mm station)
Approx truss weight : 15 kg
Customer:
Site address: e
Detailer: Steve Bakker
Job: DAB-18SP
—– Cut Angles —–
—– Mitres —–
—– Tilt Angles —–
ID
Type
Timber
Qty
Stock
Length
Actual
Length
Len To
Bracing
#1
#2
#3
#4
Seat cut
C.L. at
Lh/Rh
#
Front
L.F.
L.B.
R.F.
R.B.
L.F.
L.B.
R.F.
R.B.
1
BC
90MGP10H2B
2
3000
2720
Bot
90.00
24.72
0.00
90.00

1/45

0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
2
TC
90MGP10H2B
2
4800
4326
Bot
0.00
65.28
0.00
65.28

45/45
1
0.00
0.00
0.00
39.96
0.00
0.00
0.00
22.69
3
Web
70MGP10H2B
2
1200
1147
Bot
90.00
0.00
65.28
0.00

35/35









4
Web
70MGP10H2B
2
600
569
Bot
90.00
0.00
65.28
0.00

35/35









5
Web
70MGP10H2B
2
1500
1315
Cln
25.62
64.38
50.34
64.38

35/35









Plate Summary
4C2 : 8 4C3 : 4 4C4 : 8
1
2
3
4
5
H:47 V:8
4C3
H:= V:=
4C2
(0)
H:-60 V:35
4C4
(0)
4C2
H:= V:=
4C4
H:-50 V:35
1336
1909
1245
(1336v) (1909v)
2571
(726v)
3930
(100v)
1326
2685
1332R
2720
35SB
2956 1371
24.7 deg
Camber: (0)
Worldwide Timber Traders Pryda Build Designer – Version 4.3.5
179 Barrington Street SPEARWOOD WA 6163 Ph (08) 9418 3222 Fax 9418 3240 Date: 02-10-2018 06:09
PRODUCTION SHEET Page 16
Job: DAB-18SP
“J6” – 2 Single Trusses – (35mm thick) – (2620mm station)
Approx truss weight : 13 kg
Customer:
Site address: e
Detailer: Steve Bakker
Job: DAB-18SP
—– Cut Angles —–
—– Mitres —–
—– Tilt Angles —–
ID
Type
Timber
Qty
Stock
Length
Actual
Length
Len To
Bracing
#1
#2
#3
#4
Seat cut
C.L. at
Lh/Rh
#
Front
L.F.
L.B.
R.F.
R.B.
L.F.
L.B.
R.F.
R.B.
1
BC
90MGP10H2B
2
2700
2620
Bot
90.00
24.72
0.00
90.00

1/45

0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
2
TC
90MGP10H2B
2
3000
2895
Bot
0.00
65.28
0.00
65.28

45/45
1
0.00
0.00
0.00
39.96
0.00
0.00
0.00
22.69
3
Web
70MGP10H2B
2
1200
1101
Bot
90.00
0.00
65.28
0.00

35/35









4
Web
70MGP10H2B
2
600
546
Bot
90.00
0.00
65.28
0.00

35/35









5
Web
70MGP10H2B
2
1500
1260
Cln
25.66
64.34
50.38
64.34

35/35









Plate Summary
4C2 : 8 4C3 : 4 4C4 : 8
1
2 3
4 5
H:47 V:8
4C3
H:= V:=
4C2 H:-60 V:35
4C4
4C2
H:= V:=
4C4
H:-50 V:35
1290
1311
45
(1311v)(1290v)
1321
(703v)
2630
(100v)
1276
2585
2620
35SB
50
24.7 deg
Camber: (0) (0) (0)
Worldwide Timber Traders Pryda Build Designer – Version 4.3.5
179 Barrington Street SPEARWOOD WA 6163 Ph (08) 9418 3222 Fax 9418 3240 Date: 02-10-2018 06:09
PRODUCTION SHEET Page 17
Job: DAB-18SP
“V2” – 1 Single Truss – (35mm thick) – (0mm station)
Approx truss weight : 7 kg
Customer:
Site address: e
Detailer: Steve Bakker
Job: DAB-18SP
—– Cut Angles —–
—– Mitres —–
—– Tilt Angles —–
ID
Type
Timber
Qty
Stock
Length
Actual
Length
Len To
Bracing
#1
#2
#3
#4
Seat cut
C.L. at
Lh/Rh
#
Front
L.F.
L.B.
R.F.
R.B.
L.F.
L.B.
R.F.
R.B.
1
BC
70MGP10H2B
1
2700
2550
Bot
0.00
24.72
24.72
0.00

35/35

0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
2
TC
70MGP10H2B
2
1500
1236
Top
24.72
0.00
0.00
65.28

35/35

0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
3
Web
70MGP10H2B
1
600
440
Cln
90.00
0.00
65.28
65.28

35/35









Plate Summary
4C2 : 6 4C4 : 2
1
2 3 2
H:= V:=
4C2
H:= V:=
4C2
H:= V:=
4C2
4C4
H:= V:40
587
1275
(587v)
1275
1275
1275
2550
24.7 deg 24.7 deg
Camber: (0) (0) (0) (0) (0)
Worldwide Timber Traders Pryda Build Designer – Version 4.3.5
179 Barrington Street SPEARWOOD WA 6163 Ph (08) 9418 3222 Fax 9418 3240 Date: 02-10-2018 06:09
PRODUCTION SHEET Page 18
Job: DAB-18SP
“C2” – 5 Single Trusses – (35mm thick)
Approx truss weight : 7 kg
Customer:
Site address: e
Detailer: Steve Bakker
Job: DAB-18SP
—– Cut Angles —–
—– Mitres —–
—– Tilt Angles —–
ID
Type
Timber
Qty
Stock
Length
Actual
Length
Len To
Bracing
#1
#2
#3
#4
Seat cut
C.L. at
Lh/Rh
#
Front
L.F.
L.B.
R.F.
R.B.
L.F.
L.B.
R.F.
R.B.
1
BC
90MGP10H2B
5
1800
1545
Bot
90.00
24.72
0.00
90.00

1/45
4
0.00
0.00
45.00
0.00
0.00
0.00
0.00
0.00
2
TC
90MGP12H2B
5
2700
2449
Bot
0.00
65.28
0.00
65.28

45/45
4
0.00
0.00
39.96
0.00
0.00
0.00
22.69
0.00
Plate Summary
6C3 : 10
1
2
H:22 V:8
6C3
811
1545
(100v) (811v)
1545
1545
749
24.7 deg
Camber: (0) (0)
Worldwide Timber Traders Pryda Build Designer – Version 4.3.5
179 Barrington Street SPEARWOOD WA 6163 Ph (08) 9418 3222 Fax 9418 3240 Date: 02-10-2018 06:09
PRODUCTION SHEET Page 19
Job: DAB-18SP
“C4” – 7 Single Trusses – (35mm thick)
Approx truss weight : 5 kg
Customer:
Site address: e
Detailer: Steve Bakker
Job: DAB-18SP
—– Cut Angles —–
—– Mitres —–
—– Tilt Angles —–
ID
Type
Timber
Qty
Stock
Length
Actual
Length
Len To
Bracing
#1
#2
#3
#4
Seat cut
C.L. at
Lh/Rh
#
Front
L.F.
L.B.
R.F.
R.B.
L.F.
L.B.
R.F.
R.B.
1
BC
90MGP10H2B
7
1800
1545
Bot
90.00
24.72
0.00
90.00

1/45

0.00
0.00
0.00
45.00
0.00
0.00
0.00
0.00
2
TC
90MGP10H2B
7
1800
1701
Bot
0.00
65.28
0.00
65.28

45/45

0.00
0.00
0.00
39.96
0.00
0.00
0.00
22.69
Plate Summary
6C3 : 14
1
2
H:22 V:8
6C3
811
1545
(100v) (811v)
1545
1545
24.7 deg
Camber: (0) (0)
Worldwide Timber Traders Pryda Build Designer – Version 4.3.5
179 Barrington Street SPEARWOOD WA 6163 Ph (08) 9418 3222 Fax 9418 3240 Date: 02-10-2018 06:09
PRODUCTION SHEET Page 20
Job: DAB-18SP
“V3” – 1 Single Truss – (35mm thick) – (0mm station)
Approx truss weight : 2 kg
Customer:
Site address: e
Detailer: Steve Bakker
Job: DAB-18SP
—– Cut Angles —–
—– Mitres —–
—– Tilt Angles —–
ID
Type
Timber
Qty
Stock
Length
Actual
Length
Len To
Bracing
#1
#2
#3
#4
Seat cut
C.L. at
Lh/Rh
#
Front
L.F.
L.B.
R.F.
R.B.
L.F.
L.B.
R.F.
R.B.
1
BC
70MGP10H2B
1
900
900
Bot
0.00
24.72
24.72
0.00

35/35

0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
2
TC
70MGP10H2B
2
600
328
Top
24.72
0.00
0.00
65.28

35/35

0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
Plate Summary
4C2 : 6
1
2 2
H:= V:=
4C2 H:= V:=
4C2
4C2
H:= V:5
207
450
(207v)
450
450
450
900
24.7 deg 24.7 deg
Camber: (0) (0)
Worldwide Timber Traders Pryda Build Designer – Version 4.3.5
179 Barrington Street SPEARWOOD WA 6163 Ph (08) 9418 3222 Fax 9418 3240 Date: 02-10-2018 06:09
PRODUCTION SHEET Page 21
Job: DAB-18SP
“C1” – 5 Single Trusses – (35mm thick)
Approx truss weight : 2 kg
Customer:
Site address: e
Detailer: Steve Bakker
Job: DAB-18SP
—– Cut Angles —–
—– Mitres —–
—– Tilt Angles —–
ID
Type
Timber
Qty
Stock
Length
Actual
Length
Len To
Bracing
#1
#2
#3
#4
Seat cut
C.L. at
Lh/Rh
#
Front
L.F.
L.B.
R.F.
R.B.
L.F.
L.B.
R.F.
R.B.
1
BC
90MGP10H2B
5
600
360
Bot
90.00
24.72
0.00
90.00

1/45
4
0.00
0.00
45.00
0.00
0.00
0.00
0.00
0.00
2
TC
90MGP12H2B
5
1200
1145
Bot
0.00
65.28
0.00
65.28

45/45
4
0.00
0.00
39.96
0.00
0.00
0.00
22.69
0.00
Plate Summary
4C3 : 10
1
2 H:47 V:8 4C3
266
360
(100v) (266v)
360
360
749
24.7 deg
Camber: (0) (0)
Worldwide Timber Traders Pryda Build Designer – Version 4.3.5
179 Barrington Street SPEARWOOD WA 6163 Ph (08) 9418 3222 Fax 9418 3240 Date: 02-10-2018 06:09
PRODUCTION SHEET Page 22
Job: DAB-18SP
“C3” – 7 Single Trusses – (35mm thick)
Approx truss weight : 1 kg
Customer:
Site address: e
Detailer: Steve Bakker
Job: DAB-18SP
—– Cut Angles —–
—– Mitres —–
—– Tilt Angles —–
ID
Type
Timber
Qty
Stock
Length
Actual
Length
Len To
Bracing
#1
#2
#3
#4
Seat cut
C.L. at
Lh/Rh
#
Front
L.F.
L.B.
R.F.
R.B.
L.F.
L.B.
R.F.
R.B.
1
BC
90MGP10H2B
7
600
360
Bot
90.00
24.72
0.00
90.00

1/45

0.00
0.00
0.00
45.00
0.00
0.00
0.00
0.00
2
TC
90MGP10H2B
7
600
396
Bot
0.00
65.28
0.00
65.28

45/45

0.00
0.00
0.00
39.96
0.00
0.00
0.00
22.69
Plate Summary
4C3 : 14
1
2
H:47 V:8
4C3
266
360
(100v) (266v)
360
360
24.7 deg
Camber: (0) (0)
Panel Production Sheets
Job: “DAB-18SP” Panel: “E” (L1)
Volume: 0.272 m³ Nog Heights: 1182, 1217 Date: 2-10-2018 Page: 1
Panel Diagonal: 5249
ID
Member Type
Timber
Qty
Len (BE/TE)
Pitch
(Deg)
Left
Angle
(Bottom)
Right
Angle
(Top)
Left
Mitre
Right
Mitre
Volum
e (m³)
1
Top Plate
90 x 35 MGP10H2B
1
4650
0.015
2
Bottom Plate
90 x 35 MGP10H2B
1
4650
0.015
3
PROP
90 x 35 MGP10H2B
4
2210
0.030
4
STUD
90 x 35 MGP10H2B
4
2365
0.030
5
SILL
90 x 35 MGP10H2B
1
980
0.004
6
UPPER SILL
PACKER
90 x 35 MGP10H2B
1
1050
0.004
7
LINTEL
120 x 45 MGP10H2B
2
1050
0.013
8
UPPER SILL
90 x 35 MGP10H2B
1
980
0.004
9
OVERS
90 x 35 MGP10H2B
7
62
0.007
10
UNDERS
90 x 35 MGP10H2B
3
1554
0.017
11
SILL
90 x 35 MGP10H2B
1
1520
0.006
12
UPPER SILL
PACKER
90 x 35 MGP10H2B
1
1590
0.006
13
LINTEL
120 x 45 MGP10H2B
2
1590
0.019
14
UPPER SILL
90 x 35 MGP10H2B
1
1520
0.006
15
UNDERS
90 x 35 MGP10H2B
4
696
0.011
16
Stud
90 x 35 MGP10H2B
2
2365
0.015
17
STUD
90 x 35 MGP10H2B
4
2365
0.030
18
BLOCK
90 x 45 MGP10H2B
12
300
0.029
19
Nogging
90 x 35 MGP10H2B
1
100
0.001
20
Nogging
90 x 35 MGP10H2B
1
60
0.001

135
1220
1315
1350
1395
1440
1915
1950
1995
2040
2445
4070
4615
4650

135
170
205
678
1150
1185
1220
1315
1350
1395
1440
1915
1950
1995
2040
2445
2480
2515
2998
3517
4000
4035
4070
4615
4650
FH – 2148
S – 1624
RE – 8895
LE – 7915
[W4]
524 (H)
x
980 (W)
FH – 2147
S – 765
RE – 11744
LE – 10224
[W3]
1382 (H)
x
1520 (W)
3
1
3

3
1
3
5
4
4
7 [2] (120×45 MGP10H2B)
4
4
13 [2] (120×45 MGP10H2B)
1
1
8
1
8
8
8
1

1
1
1
8
1

5 1
5 1
5 1
7
7
1
8
1
2435
2435
4650
1 2
6 5
9 8 9 9
11
12
9 9 14 9 9
16 16
18
18
18
17 18
18
18
19 24 24 20 21 17 22 23
Panel Production Sheets
Job: “DAB-18SP” Panel: “E” (L1)
Volume: 0.272 m³ Nog Heights: 1182, 1217 Date: 2-10-2018 Page: 2
Panel Diagonal: 5249
ID
Member Type
Timber
Qty
Len (BE/TE)
Pitch
(Deg)
Left
Angle
(Bottom)
Right
Angle
(Top)
Left
Mitre
Right
Mitre
Volum
e (m³)
21
Nogging
90 x 35 MGP10H2B
1
440
0.002
22
Nogging
90 x 35 MGP10H2B
1
370
0.002
23
Nogging
90 x 35 MGP10H2B
1
510
0.002
24
Nogging
90 x 35 MGP10H2B
2
437
0.004
Panel Production Sheets
Job: “DAB-18SP” Panel: “F” (L1)
Volume: 0.195 m³ Nog Heights: 1217 Date: 2-10-2018 Page: 3
Panel Diagonal: 5191
ID
Member Type
Timber
Qty
Len (BE/TE)
Pitch
(Deg)
Left
Angle
(Bottom)
Right
Angle
(Top)
Left
Mitre
Right
Mitre
Volum
e (m³)
1
Top Plate
90 x 35 MGP10H2B
1
4585
0.015
2
Bottom Plate
90 x 35 MGP10H2B
1
4585
0.015
3
PROP
90 x 35 MGP10H2B
2
2210
0.015
4
STUD
90 x 35 MGP10H2B
2
2365
0.015
5
UPPER SILL
PACKER
90 x 35 MGP10H2B
1
960
0.004
6
LINTEL
120 x 45 MGP10H2B
2
960
0.013
7
UPPER SILL
90 x 35 MGP10H2B
1
890
0.003
8
OVERS
90 x 35 MGP10H2B
3
60
0.003
9
Stud
90 x 35 MGP10H2B
5
2365
0.038
10
PROP STUD
90 x 45 MGP10H2B
2
2245
0.019
11
STUD
90 x 45 MGP10H2B
3
2365
0.029
12
BLOCK
90 x 45 MGP10H2B
6
300
0.015
13
Nogging
90 x 35 MGP10H2B
3
565
0.006
14
Nogging
90 x 35 MGP10H2B
2
420
0.004
15
Nogging
90 x 35 MGP10H2B
1
530
0.002

90
700
1300
1900
2355
2810
2855
2900
3895
3930
3975
4550
4585

45
90
700
1300
1900
2355
2810
2855
2900
2935
3860
3895
3930
3975
4550
4585
FH – 2150
S – 0
RE – 3860
LE – 2970
[820ED]
2150 (H)
x
890 (W)
3
3
4
6
4
)
[2] (120×45 MGP10H2B
9
9
9
9
9
0 11
1
12
2
2
11
12
10
1
1
12
1
12
1
2435
2435
4585
1 2
5
8 7 8 8
13 13 13 14 14 15
Panel Production Sheets
Job: “DAB-18SP” Panel: “I” (L1)
Volume: 0.164 m³ Nog Heights: 1217 Date: 2-10-2018 Page: 4
Panel Diagonal: 5189
ID
Member Type
Timber
Qty
Len (BE/TE)
Pitch
(Deg)
Left
Angle
(Bottom)
Right
Angle
(Top)
Left
Mitre
Right
Mitre
Volum
e (m³)
1
Top Plate
90 x 35 MGP10H2B
1
4583
0.015
2
Bottom Plate
90 x 35 MGP10H2B
1
4583
0.015
3
PROP
90 x 45 MGP10H2B
2
2190
0.019
4
STUD
90 x 45 MGP10H2B
2
2365
0.019
5
UPPER SILL
PACKER
90 x 35 MGP10H2B
1
2510
0.009
6
LINTEL
140 x 45 EBeam+H2B
2
2510
0.034
7
UPPER SILL
90 x 35 MGP10H2B
1
2420
0.009
8
OVERS
90 x 35 MGP10H2B
6
42
0.006
9
Stud
90 x 35 MGP10H2B
4
2365
0.030
10
Nogging
90 x 35 MGP10H2B
2
565
0.004
11
Nogging
90 x 35 MGP10H2B
2
356
0.004

600
1200
1591
1982
4538
4583

600
1200
1591
1982
2028
4493
4538
4583
FH – 2148
S – 0
RE – 7805
LE – 5385
[SD1]
2148 (H)
x
2420 (W)
3
3
4
4
6 [2] (140×45 EBeam+H2B)
9
9
9
9
2435
2435
4583
1 2
5
8 8 8 7 8 8 8
10 10 11 11
Panel Production Sheets
Job: “DAB-18SP” Panel: “A” (L1)
Volume: 0.197 m³ Nog Heights: 1217 Date: 2-10-2018 Page: 5
Panel Diagonal: 5187
ID
Member Type
Timber
Qty
Len (BE/TE)
Pitch
(Deg)
Left
Angle
(Bottom)
Right
Angle
(Top)
Left
Mitre
Right
Mitre
Volum
e (m³)
1
Top Plate
90 x 35 MGP10H2B
1
4580
0.015
2
Bottom Plate
90 x 35 MGP10H2B
1
4580
0.015
3
Stud
90 x 35 MGP10H2B
5
2365
0.038
4
STUD
90 x 45 MGP10H2B
1
2365
0.010
5
BLOCK
90 x 45 MGP10H2B
21
300
0.051
6
STUD
90 x 35 MGP10H2B
7
2365
0.053
7
Nogging
90 x 35 MGP10H2B
3
565
0.006
8
Nogging
90 x 35 MGP10H2B
2
363
0.004
9
Nogging
90 x 35 MGP10H2B
1
510
0.002
10
Nogging
90 x 35 MGP10H2B
1
382
0.002
11
Nogging
90 x 35 MGP10H2B
1
488
0.002

45
90
690
1087
1485
1520
1565
1610
2210
2755
2790
2835
2880
3297
3332
3377
3422
4023
4545
4580

45
90
690
1087
1485
1520
1565
1610
2210
2755
2790
2835
2880
3297
3332
3377
3422
4023
4545
4580
2435
2435
4580
1 2
4
3
3
3
3
3
5
6
6
5
5
6
6
5
5
6
6
5
5
6
5
5
5
5
5
5
5
5
5
5
5
5
5
5
7
8 8 7 9 10 7 11
Panel Production Sheets
Job: “DAB-18SP” Panel: “J” (L1)
Volume: 0.186 m³ Nog Heights: 1217 Date: 2-10-2018 Page: 6
Panel Diagonal: 5086
ID
Member Type
Timber
Qty
Len (BE/TE)
Pitch
(Deg)
Left
Angle
(Bottom)
Right
Angle
(Top)
Left
Mitre
Right
Mitre
Volum
e (m³)
1
Top Plate
90 x 35 MGP10H2B
1
4465
0.015
2
Bottom Plate
90 x 35 MGP10H2B
1
4465
0.015
3
PROP
90 x 45 MGP10H2B
2
2190
0.019
4
STUD
90 x 45 MGP10H2B
2
2365
0.019
5
SILL
90 x 35 MGP10H2B
1
2060
0.007
6
UPPER SILL
PACKER
90 x 35 MGP10H2B
1
2150
0.008
7
LINTEL
140 x 45 MGP10H2B
2
2150
0.030
8
UPPER SILL
90 x 35 MGP10H2B
1
2060
0.007
9
OVERS
90 x 35 MGP10H2B
5
42
0.005
10
UNDERS
90 x 35 MGP10H2B
5
868
0.014
11
Stud
90 x 35 MGP10H2B
5
2365
0.038
12
Nogging
90 x 35 MGP10H2B
1
565
0.002
13
Nogging
90 x 35 MGP10H2B
2
355
0.004
14
Nogging
90 x 35 MGP10H2B
2
388
0.004

600
990
1380
3575
4008
4430
4465

600
990
1380
1425
1470
1959
2482
3006
3495
3530
3575
4008
4430
4465
FH – 2148
S – 938
RE – 11424
LE – 9364
[W1]
1210 (H)
x
2060 (W)
3
1
3

4
4
7 [2] (140×45 MGP10H2B)
0 1
0 1
0 1
0 1
2435
2435
4465
1 2
6 5
9 9 8 9 9 9
11 12 11 13 11 13 14 11 14 11
Panel Production Sheets
Job: “DAB-18SP” Panel: “C” (L1)
Volume: 0.206 m³ Nog Heights: 1217 Date: 2-10-2018 Page: 7
Panel Diagonal: 5007
ID
Member Type
Timber
Qty
Len (BE/TE)
Pitch
(Deg)
Left
Angle
(Bottom)
Right
Angle
(Top)
Left
Mitre
Right
Mitre
Volum
e (m³)
1
Top Plate
90 x 35 MGP10H2B
1
4375
0.015
2
Bottom Plate
90 x 35 MGP10H2B
1
4375
0.015
3
PROP
90 x 35 MGP10H2B
2
2210
0.015
4
STUD
90 x 35 MGP10H2B
2
2365
0.015
5
SILL
90 x 35 MGP10H2B
1
1520
0.006
6
UPPER SILL
PACKER
90 x 35 MGP10H2B
1
1590
0.006
7
LINTEL
120 x 45 MGP10H2B
2
1590
0.019
8
UPPER SILL
90 x 35 MGP10H2B
1
1520
0.006
9
OVERS
90 x 35 MGP10H2B
4
62
0.004
10
UNDERS
90 x 35 MGP10H2B
4
696
0.011
11
Stud
90 x 35 MGP10H2B
4
2365
0.030
12
STUD
90 x 45 MGP10H2B
1
2365
0.010
13
BLOCK
90 x 45 MGP10H2B
9
300
0.022
14
STUD
90 x 35 MGP10H2B
3
2365
0.023
15
Nogging
90 x 35 MGP10H2B
2
298
0.002
16
Nogging
90 x 35 MGP10H2B
2
303
0.004
17
Nogging
90 x 35 MGP10H2B
1
565
0.002
18
Nogging
90 x 35 MGP10H2B
1
525
0.002

45
90
422
755
2380
2718
3055
3090
3135
3180
3780
4340
4375

45
90
422
755
790
825
1308
1827
2310
2345
2380
2718
3055
3090
3135
3180
3780
4340
4375
FH – 2147
S – 765
RE – 2345
LE – 825
[W3]
1382 (H)
x
1520 (W)
3
1
3

4
4
7 [2] (120×45 MGP10H2B)
1
0 1
0 1
0 1
4
2435
2435
4375
1 2
6 5
9 9 8 9 9
12 11 11 11 11
13
13
13
14 13
13
13
13
13
13
15 15 16 16 14 17 18
Panel Production Sheets
Job: “DAB-18SP” Panel: “B” (L1)
Volume: 0.115 m³ Nog Heights: 1217 Date: 2-10-2018 Page: 8
Panel Diagonal: 4581
ID
Member Type
Timber
Qty
Len (BE/TE)
Pitch
(Deg)
Left
Angle
(Bottom)
Right
Angle
(Top)
Left
Mitre
Right
Mitre
Volum
e (m³)
1
Top Plate
90 x 35 MGP10H2B
1
3880
0.013
2
Bottom Plate
90 x 35 MGP10H2B
1
3880
0.013
3
Stud
90 x 35 MGP10H2B
7
2365
0.053
4
BLOCK
90 x 45 MGP10H2B
6
300
0.015
5
STUD
90 x 35 MGP10H2B
1
2365
0.008
6
Nogging
90 x 35 MGP10H2B
5
565
0.009
7
Nogging
90 x 35 MGP10H2B
2
343
0.004

45
90
690
1290
1890
2490
3090
3467
3845
3880

45
90
690
1290
1890
2490
3090
3467
3845
3880
2435
2435
3880
1 2
3
3
3
3
3
3
3
4
4
5
4
4
4
4
6 6 6 6 6 7 7
Panel Production Sheets
Job: “DAB-18SP” Panel: “2” (L1)
Volume: 0.171 m³ Nog Heights: 1215 Date: 2-10-2018 Page: 9
Panel Diagonal: 6022
ID
Member Type
Timber
Qty
Len (BE/TE)
Pitch
(Deg)
Left
Angle
(Bottom)
Right
Angle
(Top)
Left
Mitre
Right
Mitre
Volum
e (m³)
1
Top Plate
90 x 35 MGP10H2B
1
5510
0.019
2
Bottom Plate
90 x 35 MGP10H2B
1
5510
0.019
3
STUD
90 x 35 MGP10H2B
2
2360
0.015
4
UPPER SILL
90 x 35 MGP10H2B
1
860
0.003
5
OVERS
90 x 35 MGP10H2B
3
280
0.003
6
Stud
90 x 35 MGP10H2B
9
2360
0.068
7
STUD
90 x 35 MGP10H2B
2
2360
0.015
8
BLOCK
90 x 45 MGP10H2B
6
300
0.015
9
Nogging
90 x 35 MGP10H2B
5
565
0.009
10
Nogging
90 x 35 MGP10H2B
2
348
0.004
11
Nogging
90 x 35 MGP10H2B
2
293
0.002

600
1200
1582
1965
2000
2045
2090
2690
3290
3890
4217
4545
4580
4992
5405
5440
5475
5510

600
1200
1582
1965
2000
2045
2090
2690
3290
3890
4217
4545
5440
5475
5510
FH – 2080
S – 0
RE – 5439
LE – 4579
[820ID]
2080 (H)
x
860 (W)
3
5
3
6
5
5
6
6
6
6
7
6
6
8
8
7
8
8
8
8
2430
2430
5510
1 2
4
6 6 9 9 10 10 9 9 9 11 11
Panel Production Sheets
Job: “DAB-18SP” Panel: “7” (L1)
Volume: 0.193 m³ Nog Heights: 1215 Date: 2-10-2018 Page: 10
Panel Diagonal: 5443
ID
Member Type
Timber
Qty
Len (BE/TE)
Pitch
(Deg)
Left
Angle
(Bottom)
Right
Angle
(Top)
Left
Mitre
Right
Mitre
Volum
e (m³)
1
Top Plate
90 x 35 MGP10H2B
1
4870
0.017
2
Bottom Plate
90 x 35 MGP10H2B
1
4870
0.017
3
Stud
90 x 35 MGP10H2B
8
2360
0.060
4
STUD
90 x 35 MGP10H2B
5
2360
0.038
5
BLOCK
90 x 45 MGP10H2B
18
300
0.044
6
Nogging
90 x 35 MGP10H2B
1
405
0.002
7
Nogging
90 x 35 MGP10H2B
4
565
0.008
8
Nogging
90 x 35 MGP10H2B
2
398
0.004
9
Nogging
90 x 35 MGP10H2B
2
343
0.004

440
475
520
565
600
645
690
1290
1890
2490
2922
3355
3390
3435
3480
4080
4458
4835
4870

440
475
520
565
600
645
690
1290
1890
2490
2922
3355
3390
3435
3480
4080
4458
4835
4870
2430
2430
4870
1 2
3
4
3
3
3
3
3
3
3
5
5
4
5
5
4
4
5
5
4
5
5
5
5
5
5
5
5
5
5
5
5
6 7
7 7 8 8 7 9 9
Panel Production Sheets
Job: “DAB-18SP” Panel: “4” (L1)
Volume: 0.038 m³ Nog Heights: 1215 Date: 2-10-2018 Page: 11
Panel Diagonal: 2503
ID
Member Type
Timber
Qty
Len (BE/TE)
Pitch
(Deg)
Left
Angle
(Bottom)
Right
Angle
(Top)
Left
Mitre
Right
Mitre
Volum
e (m³)
1
Top Plate
90 x 35 MGP10H2B
1
600
0.002
2
Bottom Plate
90 x 35 MGP10H2B
1
600
0.002
3
Stud
90 x 35 MGP10H2B
1
2360
0.008
4
STUD
90 x 45 MGP10H2B
1
2360
0.010
5
BLOCK
90 x 45 MGP10H2B
3
300
0.007
6
STUD
90 x 35 MGP10H2B
1
2360
0.008
7
Nogging
90 x 35 MGP10H2B
1
440
0.002

45
90
565
600

45
90
565
600
2430
2430
600
1 2
4
3
5
6
5
5
7
Panel Production Sheets
Job: “DAB-18SP” Panel: “17” (L1)
Volume: 0.179 m³ Nog Heights: 1215 Date: 2-10-2018 Page: 12
Panel Diagonal: 4870
ID
Member Type
Timber
Qty
Len (BE/TE)
Pitch
(Deg)
Left
Angle
(Bottom)
Right
Angle
(Top)
Left
Mitre
Right
Mitre
Volum
e (m³)
1
Top Plate
90 x 35 MGP10H2B
1
4220
0.015
2
Bottom Plate
90 x 35 MGP10H2B
1
4220
0.015
3
Stud
90 x 35 MGP10H2B
6
2360
0.045
4
STUD
90 x 35 MGP10H2B
6
2360
0.045
5
BLOCK
90 x 45 MGP10H2B
18
300
0.044
6
Nogging
90 x 35 MGP10H2B
2
398
0.004
7
Nogging
90 x 35 MGP10H2B
1
120
0.001
8
Nogging
90 x 35 MGP10H2B
3
565
0.006
9
Nogging
90 x 35 MGP10H2B
1
440
0.002
10
Nogging
90 x 35 MGP10H2B
1
480
0.002

432
865
900
945
990
1145
1180
1225
1270
1870
2345
2380
2425
2470
3070
3670
4185
4220

432
865
900
945
990
1145
1180
1225
1270
1870
2345
2380
2425
2470
3070
3670
4185
4220
2430
2430
4220
1 2
3
3
4
3
3
3
3
5
5
4
4
5
5
4
5
4
5
4
5
5
5
5
5
5
5
5
5
5
5
5
6
6 7 8 9 8 8 10
Panel Production Sheets
Job: “DAB-18SP” Panel: “5” (L1)
Volume: 0.051 m³ Nog Heights: 1215 Date: 2-10-2018 Page: 13
Panel Diagonal: 2663
ID
Member Type
Timber
Qty
Len (BE/TE)
Pitch
(Deg)
Left
Angle
(Bottom)
Right
Angle
(Top)
Left
Mitre
Right
Mitre
Volum
e (m³)
1
Top Plate
90 x 35 MGP10H2B
1
1090
0.004
2
Bottom Plate
90 x 35 MGP10H2B
1
1090
0.004
3
Stud
90 x 35 MGP10H2B
2
2360
0.015
4
STUD
90 x 45 MGP10H2B
1
2360
0.010
5
BLOCK
90 x 45 MGP10H2B
3
300
0.007
6
STUD
90 x 35 MGP10H2B
1
2360
0.008
7
Nogging
90 x 35 MGP10H2B
1
565
0.002
8
Nogging
90 x 35 MGP10H2B
1
330
0.002

45
90
690
1055
1090

45
90
690
1055
1090
2430
2430
1090
1 2
4
3
3
5
6
5
5
7 8
Panel Production Sheets
Job: “DAB-18SP” Panel: “1” (L1)
Volume: 0.129 m³ Nog Heights: 1215 Date: 2-10-2018 Page: 14
Panel Diagonal: 4098
ID
Member Type
Timber
Qty
Len (BE/TE)
Pitch
(Deg)
Left
Angle
(Bottom)
Right
Angle
(Top)
Left
Mitre
Right
Mitre
Volum
e (m³)
1
Top Plate
90 x 35 MGP10H2B
1
3300
0.011
2
Bottom Plate
90 x 35 MGP10H2B
1
3300
0.011
3
Stud
90 x 35 MGP10H2B
6
2360
0.045
4
STUD
90 x 35 MGP10H2B
3
2360
0.023
5
BLOCK
90 x 45 MGP10H2B
12
300
0.029
6
Nogging
90 x 35 MGP10H2B
3
565
0.006
7
Nogging
90 x 35 MGP10H2B
2
290
0.002
8
Nogging
90 x 35 MGP10H2B
1
530
0.002

600
1200
1800
2125
2450
2485
2530
2575
2610
2655
2700
3265
3300

600
1200
1800
2125
2450
2485
2530
2575
2610
2655
2700
3265
3300
2430
2430
3300
1 2
3
3
3
3
3
4
3
5
5
4
5
5
4
5
5
5
5
5
5
5
5
6
6 6 7 7 8
Panel Production Sheets
Job: “DAB-18SP” Panel: “20” (L1)
Volume: 0.070 m³ Nog Heights: 1215 Date: 2-10-2018 Page: 15
Panel Diagonal: 3018
ID
Member Type
Timber
Qty
Len (BE/TE)
Pitch
(Deg)
Left
Angle
(Bottom)
Right
Angle
(Top)
Left
Mitre
Right
Mitre
Volum
e (m³)
1
Top Plate
90 x 35 MGP10H2B
1
1790
0.006
2
Bottom Plate
90 x 35 MGP10H2B
1
1790
0.006
3
STUD
90 x 35 MGP10H2B
2
2360
0.015
4
UPPER SILL
90 x 35 MGP10H2B
1
660
0.003
5
OVERS
90 x 35 MGP10H2B
3
280
0.003
6
Stud
90 x 35 MGP10H2B
2
2360
0.015
7
STUD
90 x 45 MGP10H2B
2
2360
0.019
8
Nogging
90 x 35 MGP10H2B
1
565
0.002
9
Nogging
90 x 35 MGP10H2B
1
335
0.002

45
90
125
437
750
785
1385
1755
1790

45
90
785
1385
1755
1790
FH – 2080
S – 0
RE – 784
LE – 124
[620ID]
2080 (H)
x
660 (W)
3
3
5
5
5
7
7
6
6
2430
2430
1790
1 2
4
8 9
Panel Production Sheets
Job: “DAB-18SP” Panel: “9” (L1)
Volume: 0.115 m³ Nog Heights: 1215 Date: 2-10-2018 Page: 16
Panel Diagonal: 3931
ID
Member Type
Timber
Qty
Len (BE/TE)
Pitch
(Deg)
Left
Angle
(Bottom)
Right
Angle
(Top)
Left
Mitre
Right
Mitre
Volum
e (m³)
1
Top Plate
90 x 35 MGP10H2B
1
3090
0.011
2
Bottom Plate
90 x 35 MGP10H2B
1
3090
0.011
3
STUD
90 x 35 MGP10H2B
4
2360
0.030
4
UPPER SILL
90 x 35 MGP10H2B
2
760
0.006
5
OVERS
90 x 35 MGP10H2B
6
280
0.006
6
Stud
90 x 35 MGP10H2B
3
2360
0.023
7
STUD
90 x 35 MGP10H2B
1
2360
0.008
8
BLOCK
90 x 45 MGP10H2B
6
300
0.015
9
Nogging
90 x 35 MGP10H2B
1
565
0.002
10
Nogging
90 x 35 MGP10H2B
1
385
0.002
11
Nogging
90 x 35 MGP10H2B
1
65
0.001
12
Nogging
90 x 35 MGP10H2B
1
185
0.001

600
1020
1055
1418
1780
1815
1915
1950
1995
2040
2075
2438
2800
2835
3055
3090

600
1020
1815
1915
1950
1995
2040
2835
3055
3090
FH – 2080
S – 0
RE – 1814
LE – 1054
[720ID]
2080 (H)
x
760 (W)
FH – 2080
S – 0
RE – 2834
LE – 2074
[720ID]
2080 (H)
x
760 (W)
3
3
5
5
5
3
3
5
5
5
6
6
7
6
8
8
8
8
8
8
2430
2430
3090
1 2
4
4
9
10 11 12
Panel Production Sheets
Job: “DAB-18SP” Panel: “16” (L1)
Volume: 0.077 m³ Nog Heights: 1215 Date: 2-10-2018 Page: 17
Panel Diagonal: 2995
ID
Member Type
Timber
Qty
Len (BE/TE)
Pitch
(Deg)
Left
Angle
(Bottom)
Right
Angle
(Top)
Left
Mitre
Right
Mitre
Volum
e (m³)
1
Top Plate
90 x 35 MGP10H2B
1
1750
0.006
2
Bottom Plate
90 x 35 MGP10H2B
1
1750
0.006
3
Stud
90 x 35 MGP10H2B
4
2360
0.030
4
STUD
90 x 35 MGP10H2B
2
2360
0.015
5
BLOCK
90 x 45 MGP10H2B
6
300
0.015
6
Nogging
90 x 35 MGP10H2B
2
428
0.004
7
Nogging
90 x 35 MGP10H2B
2
298
0.002

462
925
960
1005
1050
1383
1715
1750

462
925
960
1005
1050
1383
1715
1750
2430
2430
1750
1 2
3
3
4
3
3
5
5
4
5
5
5
5
6
6 7 7
Panel Production Sheets
Job: “DAB-18SP” Panel: “8” (L1)
Volume: 0.090 m³ Nog Heights: 1215 Date: 2-10-2018 Page: 18
Panel Diagonal: 3685
ID
Member Type
Timber
Qty
Len (BE/TE)
Pitch
(Deg)
Left
Angle
(Bottom)
Right
Angle
(Top)
Left
Mitre
Right
Mitre
Volum
e (m³)
1
Top Plate
90 x 35 MGP10H2B
1
2770
0.009
2
Bottom Plate
90 x 35 MGP10H2B
1
2770
0.009
3
STUD
90 x 35 MGP10H2B
2
2360
0.015
4
UPPER SILL
90 x 35 MGP10H2B
1
860
0.003
5
OVERS
90 x 35 MGP10H2B
3
280
0.003
6
Stud
90 x 35 MGP10H2B
3
2360
0.023
7
STUD
90 x 35 MGP10H2B
1
2360
0.008
8
BLOCK
90 x 45 MGP10H2B
6
300
0.015
9
Nogging
90 x 35 MGP10H2B
2
565
0.004
10
Nogging
90 x 35 MGP10H2B
1
480
0.002

600
1200
1715
1750
1795
1840
1875
2288
2700
2735
2770

600
1200
1715
1750
1795
1840
2735
2770
FH – 2080
S – 0
RE – 2735
LE – 1875
[820ID]
2080 (H)
x
860 (W)
3
3
5
5
5
6
6
6
7
8
8
8
8
8
8
2430
2430
2770
1 2
4
9
9 10
Panel Production Sheets
Job: “DAB-18SP” Panel: “18” (L1)
Volume: 0.116 m³ Nog Heights: 1215 Date: 2-10-2018 Page: 19
Panel Diagonal: 3508
ID
Member Type
Timber
Qty
Len (BE/TE)
Pitch
(Deg)
Left
Angle
(Bottom)
Right
Angle
(Top)
Left
Mitre
Right
Mitre
Volum
e (m³)
1
Top Plate
90 x 35 MGP10H2B
1
2530
0.009
2
Bottom Plate
90 x 35 MGP10H2B
1
2530
0.009
3
Stud
90 x 35 MGP10H2B
4
2360
0.030
4
STUD
90 x 35 MGP10H2B
4
2360
0.030
5
BLOCK
90 x 45 MGP10H2B
12
300
0.029
6
Nogging
90 x 35 MGP10H2B
1
530
0.002
7
Nogging
90 x 35 MGP10H2B
1
565
0.002
8
Nogging
90 x 35 MGP10H2B
1
360
0.002
9
Nogging
90 x 35 MGP10H2B
1
307
0.002
10
Nogging
90 x 35 MGP10H2B
1
308
0.002

565
600
645
690
1290
1685
1720
1765
1810
2153
2495
2530

565
600
645
690
1290
1685
1720
1765
1810
2153
2495
2530
2430
2430
2530
1 2
3
4
3
3
3
5
5
4
4
5
5
4
5
5
5
5
5
5
5
5
6
7 8 9 10
Panel Production Sheets
Job: “DAB-18SP” Panel: “6” (L1)
Volume: 0.116 m³ Nog Heights: 1215 Date: 2-10-2018 Page: 20
Panel Diagonal: 3685
ID
Member Type
Timber
Qty
Len (BE/TE)
Pitch
(Deg)
Left
Angle
(Bottom)
Right
Angle
(Top)
Left
Mitre
Right
Mitre
Volum
e (m³)
1
Top Plate
90 x 35 MGP10H2B
1
2770
0.009
2
Bottom Plate
90 x 35 MGP10H2B
1
2770
0.009
3
STUD
90 x 35 MGP10H2B
4
2360
0.030
4
UPPER SILL
90 x 35 MGP10H2B
1
760
0.003
5
OVERS
90 x 35 MGP10H2B
6
280
0.006
6
UPPER SILL
90 x 35 MGP10H2B
1
860
0.003
7
Stud
90 x 35 MGP10H2B
1
2360
0.008
8
BLOCK
90 x 45 MGP10H2B
12
300
0.029
9
STUD
90 x 35 MGP10H2B
2
2360
0.015
10
Nogging
90 x 35 MGP10H2B
1
362
0.002
11
Nogging
90 x 35 MGP10H2B
1
363
0.002

35
398
760
795
830
875
920
1318
1715
1750
1795
1840
1875
2288
2700
2735
2770

795
830
875
920
1318
1715
1750
1795
1840
2735
2770
FH – 2080
S – 0
RE – 795
LE – 35
[720ID]
2080 (H)
x
760 (W)
FH – 2080
S – 0
RE – 2735
LE – 1875
[820ID]
2080 (H)
x
860 (W)
3
3
5
5
5
3
3
5
5
5
7
8
8
9
9
8
8
8
8
8
8
8
8
8
8
2430
2430
2770
1 2
4
6
10 11
Panel Production Sheets
Job: “DAB-18SP” Panel: “12” (L1)
Volume: 0.047 m³ Nog Heights: 1215 Date: 2-10-2018 Page: 21
Panel Diagonal: 2995
ID
Member Type
Timber
Qty
Len (BE/TE)
Pitch
(Deg)
Left
Angle
(Bottom)
Right
Angle
(Top)
Left
Mitre
Right
Mitre
Volum
e (m³)
1
Top Plate
90 x 35 MGP10H2B
1
1750
0.006
2
Bottom Plate
90 x 35 MGP10H2B
1
1750
0.006
3
Stud
90 x 35 MGP10H2B
4
2360
0.030
4
Nogging
90 x 35 MGP10H2B
2
565
0.004
5
Nogging
90 x 35 MGP10H2B
1
480
0.002

600
1200
1715
1750

600
1200
1715
1750
2430
2430
1750
1 2
3
3
3
3
4 4 5
Panel Production Sheets
Job: “DAB-18SP” Panel: “11” (L1)
Volume: 0.038 m³ Nog Heights: 1215 Date: 2-10-2018 Page: 22
Panel Diagonal: 2503
ID
Member Type
Timber
Qty
Len (BE/TE)
Pitch
(Deg)
Left
Angle
(Bottom)
Right
Angle
(Top)
Left
Mitre
Right
Mitre
Volum
e (m³)
1
Top Plate
90 x 35 MGP10H2B
1
600
0.002
2
Bottom Plate
90 x 35 MGP10H2B
1
600
0.002
3
Stud
90 x 35 MGP10H2B
1
2360
0.008
4
STUD
90 x 45 MGP10H2B
1
2360
0.010
5
BLOCK
90 x 45 MGP10H2B
3
300
0.007
6
STUD
90 x 35 MGP10H2B
1
2360
0.008
7
Nogging
90 x 35 MGP10H2B
1
440
0.002

45
90
565
600

45
90
565
600
2430
2430
600
1 2
4
3
5
6
5
5
7
Panel Production Sheets
Job: “DAB-18SP” Panel: “G” (L1)
Volume: 0.201 m³ Nog Heights: 1217 Date: 2-10-2018 Page: 23
Panel Diagonal: 4577
ID
Member Type
Timber
Qty
Len (BE/TE)
Pitch
(Deg)
Left
Angle
(Bottom)
Right
Angle
(Top)
Left
Mitre
Right
Mitre
Volum
e (m³)
1
Top Plate
90 x 35 MGP10H2B
1
3875
0.013
2
Bottom Plate
90 x 35 MGP10H2B
1
3875
0.013
3
PROP
90 x 35 MGP10H2B
2
2210
0.015
4
STUD
90 x 35 MGP10H2B
2
2365
0.015
5
SILL
90 x 35 MGP10H2B
1
1220
0.005
6
UPPER SILL
PACKER
90 x 35 MGP10H2B
1
1290
0.005
7
LINTEL
120 x 45 MGP10H2B
2
1290
0.016
8
UPPER SILL
90 x 35 MGP10H2B
1
1220
0.005
9
OVERS
90 x 35 MGP10H2B
4
62
0.004
10
UNDERS
90 x 35 MGP10H2B
4
696
0.011
11
Stud
90 x 35 MGP10H2B
4
2365
0.030
12
PROP STUD
90 x 45 MGP10H2B
2
2245
0.019
13
STUD
90 x 45 MGP10H2B
1
2365
0.010
14
STUD
90 x 35 MGP10H2B
2
2365
0.015
15
BLOCK
90 x 45 MGP10H2B
6
300
0.015
16
Nogging
90 x 35 MGP10H2B
2
410
0.004
17
Nogging
90 x 35 MGP10H2B
1
565
0.002
18
Nogging
90 x 35 MGP10H2B
2
348
0.004

1325
1450
1905
2350
2385
2430
2475
3075
3458
3840
3875

35
70
453
872
1255
1290
1325
1360
1405
1450
1905
2350
2385
2430
2475
3075
3458
3840
3875
FH – 2147
S – 765
RE – 5875
LE – 4655
[W2]
1382 (H)
x
1220 (W)
3
1
3

4
4
7 [2] (120×45 MGP10H2B)
2 1
1
1
5
0 1
0 1
0 1
1
4
1
5
1
5
2435
2435
3875
1 2
6 5
9 9 8 9 9
11 11 11 11
12 15
15
15
16 16 14 17 18 18
Panel Production Sheets
Job: “DAB-18SP” Panel: “D” (L1)
Volume: 0.211 m³ Nog Heights: 1217 Date: 2-10-2018 Page: 24
Panel Diagonal: 4129
ID
Member Type
Timber
Qty
Len (BE/TE)
Pitch
(Deg)
Left
Angle
(Bottom)
Right
Angle
(Top)
Left
Mitre
Right
Mitre
Volum
e (m³)
1
Top Plate
90 x 35 MGP10H2B
1
3335
0.011
2
Bottom Plate
90 x 35 MGP10H2B
1
3335
0.011
3
PROP
90 x 35 MGP10H2B
2
2210
0.015
4
STUD
90 x 35 MGP10H2B
4
2365
0.030
5
SILL
90 x 35 MGP10H2B
1
1520
0.006
6
UPPER SILL
PACKER
90 x 35 MGP10H2B
1
1590
0.006
7
LINTEL
120 x 45 MGP10H2B
2
1590
0.019
8
UPPER SILL
90 x 35 MGP10H2B
1
1520
0.006
9
OVERS
90 x 35 MGP10H2B
4
62
0.004
10
UNDERS
90 x 35 MGP10H2B
4
696
0.011
11
PROP
90 x 35 MGP10H2B
2
2240
0.015
12
SILL
90 x 35 MGP10H2B
1
620
0.003
13
UPPER SILL
PACKER
90 x 35 MGP10H2B
1
690
0.003
14
LINTEL
90 x 45 MGP10H2B
2
690
0.007
15
UPPER SILL
90 x 35 MGP10H2B
1
620
0.003
16
OVERS
90 x 35 MGP10H2B
1
92
0.001
17
UNDERS
90 x 35 MGP10H2B
1
1039
0.004
18
STUD
90 x 35 MGP10H2B
3
2365
0.023
19
BLOCK
90 x 45 MGP10H2B
12
300
0.029
20
Nogging
90 x 35 MGP10H2B
1
410
0.002

1625
2070
2105
2150
2195
2340
3065
3210
3245
3290
3335

35
70
553
1072
1555
1590
1625
2070
2105
2150
2195
2340
2375
2703
3030
3065
3210
3245
3290
3335
FH – 2147
S – 765
RE – 5965
LE – 4445
[W3]
1382 (H)
x
1520 (W)
FH – 2147
S – 1108
RE – 7404
LE – 6784
[W5]
1039 (H)
x
620 (W)
1
1
3
1
3

4
4
7 [2] (120×45 MGP10H2B)
1
4
[
1
4
H
14
2] (90×45 MGP10
2B
)
1
9
1
9
9
9
1
0 1
0 1
0 1
1
7
8
8
1
9
1
1
1
9
1
1
2435
2435
3335
1 2
6 5
9 9 8 9 9
12
13
15
16
18 19
19
19
20 21 21
Panel Production Sheets
Job: “DAB-18SP” Panel: “D” (L1)
Volume: 0.211 m³ Nog Heights: 1217 Date: 2-10-2018 Page: 25
Panel Diagonal: 4129
ID
Member Type
Timber
Qty
Len (BE/TE)
Pitch
(Deg)
Left
Angle
(Bottom)
Right
Angle
(Top)
Left
Mitre
Right
Mitre
Volum
e (m³)
21
Nogging
90 x 35 MGP10H2B
2
110
0.002
Panel Production Sheets
Job: “DAB-18SP” Panel: “14” (L1)
Volume: 0.038 m³ Nog Heights: 1215 Date: 2-10-2018 Page: 26
Panel Diagonal: 2503
ID
Member Type
Timber
Qty
Len (BE/TE)
Pitch
(Deg)
Left
Angle
(Bottom)
Right
Angle
(Top)
Left
Mitre
Right
Mitre
Volum
e (m³)
1
Top Plate
90 x 35 MGP10H2B
1
600
0.002
2
Bottom Plate
90 x 35 MGP10H2B
1
600
0.002
3
Stud
90 x 35 MGP10H2B
1
2360
0.008
4
STUD
90 x 45 MGP10H2B
1
2360
0.010
5
BLOCK
90 x 45 MGP10H2B
3
300
0.007
6
STUD
90 x 35 MGP10H2B
1
2360
0.008
7
Nogging
90 x 35 MGP10H2B
1
440
0.002

45
90
565
600

45
90
565
600
2430
2430
600
1 2
4
3
5
6
5
5
7
Panel Production Sheets
Job: “DAB-18SP” Panel: “H” (L1)
Volume: 0.152 m³ Nog Heights: 1217 Date: 2-10-2018 Page: 27
Panel Diagonal: 4111
ID
Member Type
Timber
Qty
Len (BE/TE)
Pitch
(Deg)
Left
Angle
(Bottom)
Right
Angle
(Top)
Left
Mitre
Right
Mitre
Volum
e (m³)
1
Top Plate
90 x 35 MGP10H2B
1
3312
0.011
2
Bottom Plate
90 x 35 MGP10H2B
1
3312
0.011
3
PROP
90 x 35 MGP10H2B
2
2210
0.015
4
STUD
90 x 35 MGP10H2B
2
2365
0.015
5
UPPER SILL
PACKER
90 x 35 MGP10H2B
1
960
0.004
6
LINTEL
120 x 45 MGP10H2B
2
960
0.013
7
UPPER SILL
90 x 35 MGP10H2B
1
890
0.003
8
OVERS
90 x 35 MGP10H2B
3
60
0.003
9
Stud
90 x 35 MGP10H2B
3
2365
0.023
10
PROP STUD
90 x 45 MGP10H2B
2
2115
0.019
11
STUD
90 x 45 MGP10H2B
2
2365
0.019
12
BLOCK
90 x 45 MGP10H2B
3
300
0.007
13
Nogging
90 x 35 MGP10H2B
1
565
0.002
14
Nogging
90 x 35 MGP10H2B
2
420
0.004
15
Nogging
90 x 35 MGP10H2B
1
548
0.002

90
700
1155
1610
2605
2640
2685
3277
3312

45
90
700
1155
1610
1645
2570
2605
2640
2685
3277
3312
FH – 2150
S – 0
RE – 2569
LE – 1679
[820ED]
2150 (H)
x
890 (W)
3
3
4
6
4
)
[2] (120×45 MGP10H2B
9
9
9
1
1
1
1
2435
2435
3312
1 2
5
8 7 8 8
10 10
13 14 14 11 15
Panel Production Sheets
Job: “DAB-18SP” Panel: “23” (L1)
Volume: 0.023 m³ Nog Heights: 1215 Date: 2-10-2018 Page: 28
Panel Diagonal: 2508
ID
Member Type
Timber
Qty
Len (BE/TE)
Pitch
(Deg)
Left
Angle
(Bottom)
Right
Angle
(Top)
Left
Mitre
Right
Mitre
Volum
e (m³)
1
Top Plate
90 x 35 MGP10H2B
1
620 (/582)
-22.5
0.003
2
Bottom Plate
90 x 35 MGP10H2B
1
620 (/582)
-22.5
0.003
3
Stud
90 x 35 MGP10H2B
2
2360
0.015
4
Nogging
90 x 35 MGP10H2B
1
512
0.002

547
620

547
620
2430
2430
620 (/582)
37
1 2
3
3
4
Panel Production Sheets
Job: “DAB-18SP” Panel: “21” (L1)
Volume: 0.047 m³ Nog Heights: 1215 Date: 2-10-2018 Page: 29
Panel Diagonal: 2966
ID
Member Type
Timber
Qty
Len (BE/TE)
Pitch
(Deg)
Left
Angle
(Bottom)
Right
Angle
(Top)
Left
Mitre
Right
Mitre
Volum
e (m³)
1
Top Plate
90 x 35 MGP10H2B
1
1700
0.006
2
Bottom Plate
90 x 35 MGP10H2B
1
1700
0.006
3
Stud
90 x 35 MGP10H2B
4
2360
0.030
4
Nogging
90 x 35 MGP10H2B
2
565
0.004
5
Nogging
90 x 35 MGP10H2B
1
430
0.002

600
1200
1665
1700

600
1200
1665
1700
2430
2430
1700
1 2
3
3
3
3
4 4 5
Panel Production Sheets
Job: “DAB-18SP” Panel: “26” (L1)
Volume: 0.025 m³ Date: 2-10-2018 Page: 30
Panel Diagonal: 1803
ID
Member Type
Timber
Qty
Len (BE/TE)
Pitch
(Deg)
Left
Angle
(Bottom)
Right
Angle
(Top)
Left
Mitre
Right
Mitre
Volum
e (m³)
1
Top Plate
90 x 35 MGP10H2B
1
1500
0.005
2
Bottom Plate
90 x 35 MGP10H2B
1
1500
0.005
3
Stud
90 x 35 MGP10H2B
4
930
0.015

600
1032
1465
1500

600
1032
1465
1500
1000
1000
1500
1
2
3
3
3
3
Panel Production Sheets
Job: “DAB-18SP” Panel: “25” (L1)
Volume: 0.023 m³ Nog Heights: 1215 Date: 2-10-2018 Page: 31
Panel Diagonal: 2508
ID
Member Type
Timber
Qty
Len (BE/TE)
Pitch
(Deg)
Left
Angle
(Bottom)
Right
Angle
(Top)
Left
Mitre
Right
Mitre
Volum
e (m³)
1
Top Plate
90 x 35 MGP10H2B
1
620 (/582)
-22.5
0.003
2
Bottom Plate
90 x 35 MGP10H2B
1
620 (/582)
-22.5
0.003
3
Stud
90 x 35 MGP10H2B
2
2360
0.015
4
Nogging
90 x 35 MGP10H2B
1
513
0.002

37
585
620

37
585
620
2430
2430
37 620 (/582)
1 2
3
3
4
Panel Production Sheets
Job: “DAB-18SP” Panel: “13” (L1)
Volume: 0.045 m³ Nog Heights: 1215 Date: 2-10-2018 Page: 32
Panel Diagonal: 2845
ID
Member Type
Timber
Qty
Len (BE/TE)
Pitch
(Deg)
Left
Angle
(Bottom)
Right
Angle
(Top)
Left
Mitre
Right
Mitre
Volum
e (m³)
1
Top Plate
90 x 35 MGP10H2B
1
1480
0.005
2
Bottom Plate
90 x 35 MGP10H2B
1
1480
0.005
3
Stud
90 x 35 MGP10H2B
4
2360
0.030
4
Nogging
90 x 35 MGP10H2B
1
565
0.002
5
Nogging
90 x 35 MGP10H2B
2
388
0.004

600
1022
1445
1480

600
1022
1445
1480
2430
2430
1480
1 2
3
3
3
3
4 5 5
Panel Production Sheets
Job: “DAB-18SP” Panel: “3” (L1)
Volume: 0.045 m³ Nog Heights: 1215 Date: 2-10-2018 Page: 33
Panel Diagonal: 2809
ID
Member Type
Timber
Qty
Len (BE/TE)
Pitch
(Deg)
Left
Angle
(Bottom)
Right
Angle
(Top)
Left
Mitre
Right
Mitre
Volum
e (m³)
1
Top Plate
90 x 35 MGP10H2B
1
1410
0.005
2
Bottom Plate
90 x 35 MGP10H2B
1
1410
0.005
3
Stud
90 x 35 MGP10H2B
4
2360
0.030
4
Nogging
90 x 35 MGP10H2B
1
565
0.002
5
Nogging
90 x 35 MGP10H2B
2
353
0.004

600
988
1375
1410

600
988
1375
1410
2430
2430
1410
1 2
3
3
3
3
4 5 5
Panel Production Sheets
Job: “DAB-18SP” Panel: “10” (L1)
Volume: 0.032 m³ Nog Heights: 1215 Date: 2-10-2018 Page: 34
Panel Diagonal: 2568
ID
Member Type
Timber
Qty
Len (BE/TE)
Pitch
(Deg)
Left
Angle
(Bottom)
Right
Angle
(Top)
Left
Mitre
Right
Mitre
Volum
e (m³)
1
Top Plate
90 x 35 MGP10H2B
1
830
0.003
2
Bottom Plate
90 x 35 MGP10H2B
1
830
0.003
3
Stud
90 x 35 MGP10H2B
3
2360
0.023
4
Nogging
90 x 35 MGP10H2B
2
363
0.004

397
795
830

397
795
830
2430
2430
830
1 2
3
3
3
4 4
Panel Production Sheets
Job: “DAB-18SP” Panel: “15” (L1)
Volume: 0.053 m³ Nog Heights: 1215 Date: 2-10-2018 Page: 35
Panel Diagonal: 2751
ID
Member Type
Timber
Qty
Len (BE/TE)
Pitch
(Deg)
Left
Angle
(Bottom)
Right
Angle
(Top)
Left
Mitre
Right
Mitre
Volum
e (m³)
1
Top Plate
90 x 35 MGP10H2B
1
1290
0.005
2
Bottom Plate
90 x 35 MGP10H2B
1
1290
0.005
3
Stud
90 x 35 MGP10H2B
2
2360
0.015
4
STUD
90 x 45 MGP10H2B
1
2360
0.010
5
BLOCK
90 x 45 MGP10H2B
3
300
0.007
6
STUD
90 x 35 MGP10H2B
1
2360
0.008
7
Nogging
90 x 35 MGP10H2B
1
565
0.002
8
Nogging
90 x 35 MGP10H2B
1
530
0.002

45
90
690
1255
1290

45
90
690
1255
1290
2430
2430
1290
1 2
4
3
3
5
6
5
5
7
8
Panel Production Sheets
Job: “DAB-18SP” Panel: “22” (L1)
Volume: 0.028 m³ Date: 2-10-2018 Page: 36
Panel Diagonal: 2602
ID
Member Type
Timber
Qty
Len (BE/TE)
Pitch
(Deg)
Left
Angle
(Bottom)
Right
Angle
(Top)
Left
Mitre
Right
Mitre
Volum
e (m³)
1
Top Plate
90 x 35 MGP10H2B
1
930
0.004
2
Bottom Plate
90 x 35 MGP10H2B
1
930
0.004
3
STUD
90 x 35 MGP10H2B
2
2360
0.015
4
UPPER SILL
90 x 35 MGP10H2B
1
860
0.003
5
OVERS
90 x 35 MGP10H2B
3
280
0.003

35
448
860
895
930

895
930
FH – 2080
S – 0
RE – 895
LE – 35
[820ID]
2080 (H)
x
860 (W)
3
3
5
5
5
2430
2430
930
1 2
4
Panel Production Sheets
Job: “DAB-18SP” Panel: “24” (L1)
Volume: 0.028 m³ Date: 2-10-2018 Page: 37
Panel Diagonal: 2598
ID
Member Type
Timber
Qty
Len (BE/TE)
Pitch
(Deg)
Left
Angle
(Bottom)
Right
Angle
(Top)
Left
Mitre
Right
Mitre
Volum
e (m³)
1
Top Plate
90 x 35 MGP10H2B
1
920 (/845)
-22.5
-22.5
0.004
2
Bottom Plate
90 x 35 MGP10H2B
1
920 (/845)
-22.5
-22.5
0.004
3
STUD
90 x 35 MGP10H2B
2
2360
0.015
4
UPPER SILL
90 x 35 MGP10H2B
1
760
0.003
5
OVERS
90 x 35 MGP10H2B
3
280
0.003

44
79
442
804
839
920

44
839
920
FH – 2080
S – 0
RE – 839
LE – 79
[720ID]
2080 (H)
x
760 (W)
3
3
5
5
5
1 2
4
2430
2430
37 920 (/845) 37
Panel Production Sheets
Job: “DAB-18SP” Panel: “19” (L1)
Volume: 0.034 m³ Nog Heights: 1215 Date: 2-10-2018 Page: 38
Panel Diagonal: 2591
ID
Member Type
Timber
Qty
Len (BE/TE)
Pitch
(Deg)
Left
Angle
(Bottom)
Right
Angle
(Top)
Left
Mitre
Right
Mitre
Volum
e (m³)
1
Top Plate
90 x 35 MGP10H2B
1
900
0.004
2
Bottom Plate
90 x 35 MGP10H2B
1
900
0.004
3
Stud
90 x 35 MGP10H2B
3
2360
0.023
4
Nogging
90 x 35 MGP10H2B
2
398
0.004

432
865
900

432
865
900
2430
2430
900
1 2
3
3
3
4 4

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