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LIFT
office 2(tiles)
male W
C(TILES)
PASSAGE (TILES)(TILES)
COMM
UNITY HALL(tiles)
FEMALE
W.C.
(TILES)
LOBBY(tiles)
REC.
BALCONY(TILES)
820
820
820
820820
820
ROBE
ROBE
2100 HIGH WALL
920
8201000M
MHIG
H WALL
1000MM
HIGH W
ALL
DN
23
4
6 7 8 9 10 11 12 13 14 15 16 17
12
34
56
78
9101112 13
1415 16 17
GABLE ROOF
STUD FRAMED FEATURE
COLUMNS W
ITH F/C SHEETLINING
& TEXTURE COATED
PAINT FINISH
A
FFD1
FFD2
FFD4
FFD6
FFD7FFD9
FFD8
FFD11
FFD12
FFD13
FFSD3
RCRC
2° FALL
ROBE
FALL
F/T
FALL
FALLFALL
FALL
F/T
FALL
FALL
6A6A
E1I1
15
STUD FRAMED FEATURE
COLUMNS W
ITH F/C SHEETLINING
& TEXTURE COATED
PAINT FINISH
STUD FRAMED FEATURE
COLUMNS W
ITH F/C SHEETLINING
& TEXTURE COATED
PAINT FINISH
T/I
1000MM
HIGH 90M
M SHS
STEEL FRAMED W
ALLS TOBALCONY TO ENGINEER'SDETAILS W
ITH TIMBER STUD
INFILL FRAMING
& FIBROUSCEM
ENT SHEET CLADDING
TIMBER STUD FRAM
INGTO COLUM
NS WITH FIBROUS
CEMENT SHEET CLADDING
TERRACE(TILES)
FFSD1
FFSD2
C5
FIRST FLOOR PLANSCALE 1:00
50MM
SLAB SET DOWN TO
TO BALCONY TO ENGINEER'SDETAILS
TIMBER STAIRS
WITH TILES OVER
TIMBER STAIRS
WITH TILES OVER
S.P.
LINEN
NOTE: BOUNDARY WALLS TO
ACHEIVE TOTAL 2 HOUR FIRESEPARATION BETW
EENBUILDINGS
2.7M HIGH RAISED CEILING OVER
820
SINK
CLNR.(TILES)
SHWR.
FFD3
FFL = 22.00
DN
C.J.
C.J.C.J.
C.J.
C.J.
C.J. C.J.
C.J.C.J.
C.J.C.J.
C.J.
C.J.
C.J.
C.J.
C.J.
C.J.
C.J.
C.J.
C.J.
C.J.
C.J.C.J.
C.J.
C.J.
C.J.
C.J.
C.J.
C.J.
C.J.
C.J.
C.J.
C.J.
C.J.
C.J.
4A4A
RCRC
FFL = 22.00
E1I1
AC
CESS
WC
office 1(tiles)
820
office 3(tiles)
office 4(tiles)
office 5(tiles)
KITCHEN
2 HOURFIRE DOOR
920
FFD4
920
FFD5
FFD10
820
658 MA
RIO
N R
OA
D, PA
RK
HO
LME
NEW
CO
MM
UN
ITY H
ALL
ISLAM
IC SO
CIETY
OF SA
INC
OAKRIDGE BUILDING SERVICES
BUILDING AUTHORITY FLOOR JOIST CERTIFICATIONTrusstech SA Pty Ltd16 High St, Dry Creek, SA 5094 PH 08 8260 6006 FAX 08 8262 5002 A.C.N.ABN:40 131 922 140
JOB : TT06814F
Customer : CARUMAG Site Address : 658 MARION RD
PARK HOLME SA 5043 AUS
Reference :
This is to certify that the prefabricated timber floor joists supplied to the above project were manufactured using
MULTINAIL metal connectors and detailed using MULTINAIL computer joist design programs in accordance with
the Building Code of Australia.
The floor joist design and detailing assumes the supporting structure is stable within its own right before the
installation of the floor joists.
The specifications used in the design of the joists were as follows:
Timber : Dry Swd (can include KD Hwd)
300Spacing :
Wind : N2
Dance halls, studios, gymnasiums, bars, public lounges, shopping mallsFloor Application :
Structure: Service/Disaster
Treatment : H0 - Individual members may be treated different.
Flooring : Concrete Masonry (51kg/m²)
TC Restraints : 300
Ceiling Material: Plaster 10mm Supa Span (8.2 kg/m²)
Ceiling Fixing: Metal direct @ 600c
Std Chords : 35 TC / 35 BC
Live Load: 5.0 kPa Point Load: 3.6 kN
All designed joists and pre-cut members utilize the following Australian standards:
AS/NZS 1170.0-2002 Part 0: Structural design actions Part 0: General Principles
AS/NZS 1170.1-2002 Part 1: Structural design actions Part 1: Permanent, imposed and other actions
AS/NZS 1170.2-2011 Part 2: Structural design actions Part 2: Wind actions
AS/NZS 1170.3-2003 Part 3: Structural design actions Part 3: Snow and Ice
AS 1684.1-1999 Residential Timber Framed Construction
AS 1720.1-2010 Timber Structures Part1 : Design Methods
AS 4055-2012 Wind Loads for Housing
AS 1649-2001 Determination of basic working loads for metal fasteners for timber
AS 4100-1998 Steel Structures Code
AS 4600-2005 Cold-formed Steel Structures Code
Special Note: Special attention must be given to floor trusses that have a 35mm MGP10 as a top chord.
Due to the design processes and analysis for the design of floor trusses with 35mm MGP10 Top Chords it is
essential that the flooring material as specified in the design criteria for this job is securely fixed (according to
the manufacture's recommendations, instructions and guidelines) as the flooring material and top chord act
together for the design to resist the loads applied.
In conjunction with Multinail Australia's recommendations, all local building authority requirements and any other
supplied details must be followed.
Floor joist designs assumes strongbacks are placed and fixed according to Multinail Australia's recommendations.
SIGNATURE: __________________________________
NAME : Trevor Wallace (TN-008-049)
POSITION : ___________________________________
DATE : ____________________________________
For detailed load information refer to the engineering output.
User : Trevor Wallace (TN-008-049)MULTINAIL Floor V1.5.3 14/10/2016 12:21:06 PM Page 1 of 1
MATT OPIE
DETAILER
14/10/2016
1Laminations:
Client: CARUMAG
Site: 658 MARION RD
PARK HOLME SA 5043 AUS
Ref:
16 High St,, Dry Creek, SA 5094
Trusstech SA Pty Ltd Job No:
Weight:
Total Weight:
TT06814F
12.21 kg
268.66 kg
Joists: FT940, FT941, FT942, FT943, FT944, FT945, FT946, FT947, FT948, FT949, FT950, FT951, FT952, FT953, FT954, FT955,
Joist Name: FT1 Type: SJ 450
Vert. Reactions at Supports (LSD)
Joint Nail Plate
Restraint
TIMBER / PLATES
Member Size
BC1 90x35-MGP10 H0 ADS
LEW1 90x35-MGP10 H0 ADS
TC1 90x35-HC H0 MAN
LEW2 90x35-MGP10 H0 ADS
W1 90x35-MGP10 H0 ADS
W2 90x35-MGP10 H0 ADS
W3 90x35-MGP10 H0 ADS
Plating
JD5
JD5
JD5
JD5
JD5
JD5
JD5
600
T1
BL1
BL1-1
B1
T2
T3
B2 75x100-MN
75x100-MN
25x75-MN
75x150-MN
25x75-MN
25x75-MN
75x150-MN
Applied Load
DL
LL
WL Up
WL Dn (kN)
(kN)
(kN)
(kN)
W4
W5
REW2
REW1 90x35-MGP10 H0 ADS
90x35-MGP10 H0 ADS
90x35-MGP10 H0 ADS
90x35-MGP10 H0 ADS JD5
JD5
JD5
JD5
BR1-1 25x75-MN
BR1 25x75-MN
T4 75x150-MN
DL
DL + LL (kN)
(kN)
S1
0.26
1.83
S2
0.26
1.83
0
450
0
450
0 146092
533568
892927
S1 S2
11 1 1 11
Wall plates must be placed at supports only.conjunction with Multinail Technical sheets.All dimensions in milimetres. This drawing should be read in
14/10/2016
Floor 1.5.3
Trevor WallaceSpan:
Overhang:
Spacing:
1460
0/0
300
Floor Material:
Floor Covering:
Ceiling Material:
Ceiling Fixing:
Plaster 10mm Supa Span (8.2 kg/m²)
Metal direct @ 600c
Application:
Live Load:
Point Load: 3.6 kN
5 kPa
Dance halls, studios, gymnasiums, bars, public lounges, shopping malls
Ver:
Date:
Page:
Std Carpet + Underlay (8 kg/m²)
Concrete Masonry (51 kg/m²)
Design: AS1720.1-2010Quantity: 22
(TN-008-049)
1 of 25
1Laminations:
Client: CARUMAG
Site: 658 MARION RD
PARK HOLME SA 5043 AUS
Ref:
16 High St,, Dry Creek, SA 5094
Trusstech SA Pty Ltd Job No:
Weight:
Total Weight:
TT06814F
12.33 kg
271.31 kg
Joists: FT962, FT963, FT964, FT965, FT966, FT967, FT968, FT969, FT970, FT971, FT972, FT973, FT974, FT975, FT976, FT977,
Joist Name: FT2 Type: SJ 450
Vert. Reactions at Supports (LSD)
Joint Nail Plate
Restraint
TIMBER / PLATES
Member Size
BC1 90x35-MGP10 H0 ADS
LEW1 90x35-MGP10 H0 ADS
TC1 90x35-HC H0 MAN
LEW2 90x35-MGP10 H0 ADS
W1 90x35-MGP10 H0 ADS
W2 90x35-MGP10 H0 ADS
W3 90x35-MGP10 H0 ADS
Plating
JD5
JD5
JD5
JD5
JD5
JD5
JD5
600
T1
BL1
BL1-1
B1
T2
T3
B2 75x100-MN
75x100-MN
25x75-MN
75x150-MN
25x75-MN
25x75-MN
75x150-MN
Applied Load
DL
LL
WL Up
WL Dn (kN)
(kN)
(kN)
(kN)
W4
W5
REW2
REW1 90x35-MGP10 H0 ADS
90x35-MGP10 H0 ADS
90x35-MGP10 H0 ADS
90x35-MGP10 H0 ADS JD5
JD5
JD5
JD5
BR1-1 25x75-MN
BR1 25x75-MN
T4 75x150-MN
DL
DL + LL (kN)
(kN)
S1
0.26
1.87
S2
0.26
1.87
0
450
0
450
0 148792
533568
919954
S1 S2
11 1 1 11
Wall plates must be placed at supports only.conjunction with Multinail Technical sheets.All dimensions in milimetres. This drawing should be read in
14/10/2016
Floor 1.5.3
Trevor WallaceSpan:
Overhang:
Spacing:
1487
0/0
300
Floor Material:
Floor Covering:
Ceiling Material:
Ceiling Fixing:
Plaster 10mm Supa Span (8.2 kg/m²)
Metal direct @ 600c
Application:
Live Load:
Point Load: 3.6 kN
5 kPa
Dance halls, studios, gymnasiums, bars, public lounges, shopping malls
Ver:
Date:
Page:
Std Carpet + Underlay (8 kg/m²)
Concrete Masonry (51 kg/m²)
Design: AS1720.1-2010Quantity: 22
(TN-008-049)
2 of 25
1Laminations:
Client: CARUMAG
Site: 658 MARION RD
PARK HOLME SA 5043 AUS
Ref:
16 High St,, Dry Creek, SA 5094
Trusstech SA Pty Ltd Job No:
Weight:
Total Weight:
TT06814F
38.88 kg
4121.27 kg
Joists: FT984, FT985, FT986, FT987, FT988, FT989, FT990, FT991, FT992, FT993, FT994, FT995, FT996, FT997, FT998, FT999,
Joist Name: FT3 Type: SJ 450
Vert. Reactions at Supports (LSD)
Joint Nail Plate
Restraint
TIMBER / PLATES
Member Size
BC1 90x35-HC H0 MAN
LEW1 90x35-MGP10 H0 ADS
TC1 90x35-HC H0 MAN
LEW2 90x35-MGP10 H0 ADS
W1 90x35-MGP10 H0 ADS
W2 90x35-MGP10 H0 ADS
W3 90x35-MGP10 H0 ADS
Plating
JD5
JD5
JD5
JD5
JD5
JD5
JD5
600
T1
BL1
BL1-1
B1
T2
T3
B2 100x200-MN
100x200-MN
25x75-MN
125x300-MN
25x75-MN
25x75-MN
125x200-MN
Applied Load
DL
LL
WL Up
WL Dn (kN)
(kN)
(kN)
(kN)
W4
W5
W6
W7
W8
W9 90x35-MGP10 H0 ADS
90x35-MGP10 H0 ADS
90x35-MGP10 H0 ADS
90x35-MGP10 H0 ADS
90x35-MGP10 H0 ADS
90x35-MGP10 H0 ADS JD5
JD5
JD5
JD5
JD5
JD5
- 9 more members were not shown -
T4 25x75-MN
T5 100x100-MN
B3 75x100-MN
T6 25x75-MN
T7 25x75-MN
B4 75x100-MN
Joint
T8
B5
T9
T10
B6
T11
BR1-1
BR1
T12 125x200-MN
25x75-MN
25x75-MN
25x75-MN
125x300-MN
100x200-MN
25x75-MN
100x200-MN
100x100-MN
Nail Plate
DL
DL + LL (kN)
(kN)
S1
0.90
6.56
S2
0.90
6.56
0
450
0
450
0 516092
533568
1053 14941529
2014 245526702705 3190 3631
36664151 4592
4627
S1 S2
11 1 1 2 2 1 1 11
Wall plates must be placed at supports only.conjunction with Multinail Technical sheets.All dimensions in milimetres. This drawing should be read in
14/10/2016
Floor 1.5.3
Trevor WallaceSpan:
Overhang:
Spacing:
5160
0/0
300
Floor Material:
Floor Covering:
Ceiling Material:
Ceiling Fixing:
Plaster 10mm Supa Span (8.2 kg/m²)
Metal direct @ 600c
Application:
Live Load:
Point Load: 3.6 kN
5 kPa
Dance halls, studios, gymnasiums, bars, public lounges, shopping malls
Ver:
Date:
Page:
Std Carpet + Underlay (8 kg/m²)
Concrete Masonry (51 kg/m²)
Design: AS1720.1-2010Quantity: 106
(TN-008-049)
3 of 25
1Laminations:
Client: CARUMAG
Site: 658 MARION RD
PARK HOLME SA 5043 AUS
Ref:
16 High St,, Dry Creek, SA 5094
Trusstech SA Pty Ltd Job No:
Weight:
Total Weight:
TT06814F
38.88 kg
505.44 kg
Joists: FT1130, FT1131, FT1132, FT1133, FT1134, FT1135, FT1136, FT1137, FT1138, FT1139, FT1140, FT1141, FT1142
Joist Name: FT3 Type: SJ 450
Vert. Reactions at Supports (LSD)
Joint Nail Plate
Restraint
TIMBER / PLATES
Member Size
BC1 90x35-HC H0 MAN
LEW1 90x35-MGP10 H0 ADS
TC1 90x35-HC H0 MAN
LEW2 90x35-MGP10 H0 ADS
W1 90x35-MGP10 H0 ADS
W2 90x35-MGP10 H0 ADS
W3 90x35-MGP10 H0 ADS
Plating
JD5
JD5
JD5
JD5
JD5
JD5
JD5
600
T1
BL1
BL1-1
B1
T2
T3
B2 100x200-MN
100x200-MN
25x75-MN
125x300-MN
25x75-MN
25x75-MN
125x200-MN
Applied Load
DL
LL
WL Up
WL Dn (kN)
(kN)
(kN)
(kN)
W4
W5
W6
W7
W8
W9 90x35-MGP10 H0 ADS
90x35-MGP10 H0 ADS
90x35-MGP10 H0 ADS
90x35-MGP10 H0 ADS
90x35-MGP10 H0 ADS
90x35-MGP10 H0 ADS JD5
JD5
JD5
JD5
JD5
JD5
- 9 more members were not shown -
T4 25x75-MN
T5 100x100-MN
B3 75x100-MN
T6 25x75-MN
T7 25x75-MN
B4 75x100-MN
Joint
T8
B5
T9
T10
B6
T11
BR1-1
BR1
T12 125x200-MN
25x75-MN
25x75-MN
25x75-MN
125x300-MN
100x200-MN
25x75-MN
100x200-MN
100x100-MN
Nail Plate
DL
DL + LL (kN)
(kN)
S1
0.89
6.56
S2
0.88
6.55
User Def. Load A1
53.00 kg/m²
WET AREA
0
450
0
450
0 516092
533568
1053 14941529
2014 245526702705 3190 3631
36664151 4592
4627
S1 S2
A1
11 1 1 2 2 1 1 11
Wall plates must be placed at supports only.conjunction with Multinail Technical sheets.All dimensions in milimetres. This drawing should be read in
14/10/2016
Floor 1.5.3
Trevor WallaceSpan:
Overhang:
Spacing:
5160
0/0
300
Floor Material:
Floor Covering:
Ceiling Material:
Ceiling Fixing:
Plaster 10mm Supa Span (8.2 kg/m²)
Metal direct @ 600c
Application:
Live Load:
Point Load: 3.6 kN
5 kPa
Dance halls, studios, gymnasiums, bars, public lounges, shopping malls
Ver:
Date:
Page:
Std Carpet + Underlay (8 kg/m²)
Concrete Masonry (51 kg/m²)
Design: AS1720.1-2010Quantity: 13
(TN-008-049)
4 of 25
1Laminations:
Client: CARUMAG
Site: 658 MARION RD
PARK HOLME SA 5043 AUS
Ref:
16 High St,, Dry Creek, SA 5094
Trusstech SA Pty Ltd Job No:
Weight:
Total Weight:
TT06814F
41.00 kg
368.99 kg
Joists: FT1148, FT1149, FT1150, FT1151, FT1152, FT1153, FT1154, FT1155, FT1156
Joist Name: FT4 Type: SJ 450
Vert. Reactions at Supports (LSD)
Joint Nail Plate
Restraint
TIMBER / PLATES
Member Size
BC1 90x35-HC H0 MAN
LEW1 90x35-MGP10 H0 ADS
TC1 90x35-HC H0 MAN
LEW2 90x35-MGP10 H0 ADS
W1 90x35-MGP10 H0 ADS
W2 90x35-MGP10 H0 ADS
W3 90x35-MGP10 H0 ADS
Plating
JD5
JD5
JD5
JD5
JD5
JD5
JD5
600
T1
BL1
BL1-1
B1
T2
T3
B2 100x200-MN
125x200-MN
25x75-MN
125x300-MN
25x75-MN
25x75-MN
125x200-MN
Applied Load
DL
LL
WL Up
WL Dn (kN)
(kN)
(kN)
(kN)
W4
W5
W6
W7
W8
W9 90x35-MGP10 H0 ADS
90x35-MGP10 H0 ADS
90x35-MGP10 H0 ADS
90x35-MGP10 H0 ADS
90x35-MGP10 H0 ADS
90x35-MGP10 H0 ADS JD5
JD5
JD5
JD5
JD5
JD5
- 10 more members were not shown -
T4 25x75-MN
T5 75x150-MN
B3 75x150-MN
T6 25x75-MN
B4 75x100-MN
T7 75x100-MN
Joint
T8
B5
T9
T10
B6
T11
BR1-1
BR1
T12 125x200-MN
25x75-MN
25x75-MN
25x75-MN
125x300-MN
125x200-MN
25x75-MN
100x200-MN
75x150-MN
Nail Plate
DL
DL + LL (kN)
(kN)
S1
0.94
6.87
S2
0.94
6.87
0
450
0
450
0 540092
533568
1053 14941529
2014 24552490
29102945
3430 38713906
4391 48324867
S1 S2
11 1 2 2 2 2 1 11
Wall plates must be placed at supports only.conjunction with Multinail Technical sheets.All dimensions in milimetres. This drawing should be read in
14/10/2016
Floor 1.5.3
Trevor WallaceSpan:
Overhang:
Spacing:
5400
0/0
300
Floor Material:
Floor Covering:
Ceiling Material:
Ceiling Fixing:
Plaster 10mm Supa Span (8.2 kg/m²)
Metal direct @ 600c
Application:
Live Load:
Point Load: 3.6 kN
5 kPa
Dance halls, studios, gymnasiums, bars, public lounges, shopping malls
Ver:
Date:
Page:
Std Carpet + Underlay (8 kg/m²)
Concrete Masonry (51 kg/m²)
Design: AS1720.1-2010Quantity: 9
(TN-008-049)
5 of 25
1Laminations:
Client: CARUMAG
Site: 658 MARION RD
PARK HOLME SA 5043 AUS
Ref:
16 High St,, Dry Creek, SA 5094
Trusstech SA Pty Ltd Job No:
Weight:
Total Weight:
TT06814F
40.90 kg
163.60 kg
Joists: FT1157, FT1158, FT1159, FT1160
Joist Name: FT5 Type: SJ 450
Vert. Reactions at Supports (LSD)
Joint Nail Plate
Restraint
TIMBER / PLATES
Member Size
BC1 90x35-HC H0 MAN
LEW1 90x35-MGP10 H0 ADS
TC1 90x35-HC H0 MAN
LEW2 90x35-MGP10 H0 ADS
W1 90x35-MGP10 H0 ADS
W2 90x35-MGP10 H0 ADS
W3 90x35-MGP10 H0 ADS
Plating
JD5
JD5
JD5
JD5
JD5
JD5
JD5
600
T1
BL1
BL1-1
B1
T2
T3
B2 100x200-MN
125x200-MN
25x75-MN
125x300-MN
25x75-MN
25x75-MN
125x200-MN
Applied Load
DL
LL
WL Up
WL Dn (kN)
(kN)
(kN)
(kN)
W4
W5
W6
W7
W8
W9 90x35-MGP10 H0 ADS
90x35-MGP10 H0 ADS
90x35-MGP10 H0 ADS
90x35-MGP10 H0 ADS
90x35-MGP10 H0 ADS
90x35-MGP10 H0 ADS JD5
JD5
JD5
JD5
JD5
JD5
- 9 more members were not shown -
T4 25x75-MN
T5 75x150-MN
B3 75x100-MN
T6 75x100-MN
T7 25x75-MN
B4 75x150-MN
Joint
T8
B5
T9
T10
B6
T11
BR1
T12 150x150-MN
25x75-MN
25x75-MN
125x300-MN
125x200-MN
25x75-MN
100x200-MN
100x150-MN
Nail Plate
DL
DL + LL (kN)
(kN)
S1
0.96
7.01
S2
0.95
6.96
0
450
0
450
0 549092
533568
1053 14941529
2014 24552509
30353070
3555 39964031
4516 49574992
S1 S2
11 1 2 2 2 2 1
Wall plates must be placed at supports only.conjunction with Multinail Technical sheets.All dimensions in milimetres. This drawing should be read in
14/10/2016
Floor 1.5.3
Trevor WallaceSpan:
Overhang:
Spacing:
5490
0/0
300
Floor Material:
Floor Covering:
Ceiling Material:
Ceiling Fixing:
Plaster 10mm Supa Span (8.2 kg/m²)
Metal direct @ 600c
Application:
Live Load:
Point Load: 3.6 kN
5 kPa
Dance halls, studios, gymnasiums, bars, public lounges, shopping malls
Ver:
Date:
Page:
Std Carpet + Underlay (8 kg/m²)
Concrete Masonry (51 kg/m²)
Design: AS1720.1-2010Quantity: 4
(TN-008-049)
6 of 25
1Laminations:
Client: CARUMAG
Site: 658 MARION RD
PARK HOLME SA 5043 AUS
Ref:
16 High St,, Dry Creek, SA 5094
Trusstech SA Pty Ltd Job No:
Weight:
Total Weight:
TT06814F
29.65 kg
29.65 kg
Joists: FT1161
Joist Name: FT6 Type: SJ 450
Vert. Reactions at Supports (LSD)
Joint Nail Plate
Restraint
TIMBER / PLATES
Member Size
BC1 90x35-HC H0 MAN
LEW1 90x35-MGP10 H0 ADS
TC1 90x35-HC H0 MAN
LEW2 90x35-MGP10 H0 ADS
W1 90x35-MGP10 H0 ADS
W2 90x35-MGP10 H0 ADS
W3 90x35-MGP10 H0 ADS
Plating
JD5
JD5
JD5
JD5
JD5
JD5
JD5
600
T1
BL1
BL1-1
B1
T2
T3
B2 75x150-MN
100x150-MN
25x75-MN
125x200-MN
25x75-MN
25x75-MN
100x200-MN
Applied Load
DL
LL
WL Up
WL Dn (kN)
(kN)
(kN)
(kN)
W4
W5
W6
W7
W8
W9 90x35-MGP10 H0 ADS
90x35-MGP10 H0 ADS
90x35-MGP10 H0 ADS
90x35-MGP10 H0 ADS
90x35-MGP10 H0 ADS
90x35-MGP10 H0 ADS JD5
JD5
JD5
JD5
JD5
JD5
- 5 more members were not shown -
T4 25x75-MN
T5 75x100-MN
B3 75x150-MN
T6 25x75-MN
B4 125x200-MN
T7 100x150-MN
Joint
T8
BR1-1
BR1
T9 100x200-MN
25x75-MN
25x75-MN
25x75-MN
Nail Plate
DL
DL + LL (kN)
(kN)
S1
0.69
5.01
S2
0.69
5.02
0
450
0
450
0 395092
533568
1053 14941529
2015 24212456
2941 33823417
S1 S2
11 1 1 1 1 11
Wall plates must be placed at supports only.conjunction with Multinail Technical sheets.All dimensions in milimetres. This drawing should be read in
14/10/2016
Floor 1.5.3
Trevor WallaceSpan:
Overhang:
Spacing:
3950
0/0
300
Floor Material:
Floor Covering:
Ceiling Material:
Ceiling Fixing:
Plaster 10mm Supa Span (8.2 kg/m²)
Metal direct @ 600c
Application:
Live Load:
Point Load: 3.6 kN
5 kPa
Dance halls, studios, gymnasiums, bars, public lounges, shopping malls
Ver:
Date:
Page:
Std Carpet + Underlay (8 kg/m²)
Concrete Masonry (51 kg/m²)
Design: AS1720.1-2010Quantity: 1
(TN-008-049)
7 of 25
1Laminations:
Client: CARUMAG
Site: 658 MARION RD
PARK HOLME SA 5043 AUS
Ref:
16 High St,, Dry Creek, SA 5094
Trusstech SA Pty Ltd Job No:
Weight:
Total Weight:
TT06814F
7.49 kg
52.44 kg
Joists: FT1162, FT1163, FT1164, FT1165, FT1166, FT1167, FT1168
Joist Name: FT7 Type: SJ 450
Vert. Reactions at Supports (LSD)
Joint Nail Plate
Restraint
TIMBER / PLATES
Member Size
BC1 90x35-MGP10 H0 ADS
LEW1 90x35-MGP10 H0 ADS
TC1 90x35-HC H0 MAN
LEW2 90x35-MGP10 H0 ADS
W1 90x35-MGP10 H0 ADS
W2 90x35-MGP10 H0 ADS
W3 90x35-MGP10 H0 ADS
Plating
JD5
JD5
JD5
JD5
JD5
JD5
JD5
600
T1
BL1
BL1-1
B1
T2
BR1
T3 75x100-MN
25x75-MN
25x75-MN
75x100-MN
25x75-MN
25x75-MN
75x100-MN
Applied Load
DL
LL
WL Up
WL Dn (kN)
(kN)
(kN)
(kN)
REW1 90x35-MGP10 H0 ADS JD5
DL
DL + LL (kN)
(kN)
S1
0.16
1.09
S2
0.15
1.04
0
450
0
450
0 860100
327362
S1 S2
11 1
Wall plates must be placed at supports only.conjunction with Multinail Technical sheets.All dimensions in milimetres. This drawing should be read in
14/10/2016
Floor 1.5.3
Trevor WallaceSpan:
Overhang:
Spacing:
860
0/0
300
Floor Material:
Floor Covering:
Ceiling Material:
Ceiling Fixing:
Plaster 10mm Supa Span (8.2 kg/m²)
Metal direct @ 600c
Application:
Live Load:
Point Load: 3.6 kN
5 kPa
Dance halls, studios, gymnasiums, bars, public lounges, shopping malls
Ver:
Date:
Page:
Std Carpet + Underlay (8 kg/m²)
Concrete Masonry (51 kg/m²)
Design: AS1720.1-2010Quantity: 7
(TN-008-049)
8 of 25
1Laminations:
Client: CARUMAG
Site: 658 MARION RD
PARK HOLME SA 5043 AUS
Ref:
16 High St,, Dry Creek, SA 5094
Trusstech SA Pty Ltd Job No:
Weight:
Total Weight:
TT06814F
32.73 kg
589.19 kg
Joists: FT1170, FT1171, FT1172, FT1173, FT1174, FT1175, FT1176, FT1177, FT1178, FT1179, FT1180, FT1181, FT1182,
Joist Name: FT8 Type: SJ 450
Vert. Reactions at Supports (LSD)
Joint Nail Plate
Restraint
TIMBER / PLATES
Member Size
BC1 90x35-HC H0 MAN
LEW1 90x35-MGP10 H0 ADS
TC1 90x35-HC H0 MAN
LEW2 90x35-MGP10 H0 ADS
W1 90x35-MGP10 H0 ADS
W2 90x35-MGP10 H0 ADS
W3 90x35-MGP10 H0 ADS
Plating
JD5
JD5
JD5
JD5
JD5
JD5
JD5
600
T1
BL1
BL1-1
B1
T2
T3
B2 75x150-MN
100x150-MN
25x75-MN
125x300-MN
25x75-MN
25x75-MN
125x200-MN
Applied Load
DL
LL
WL Up
WL Dn (kN)
(kN)
(kN)
(kN)
W4
W5
W6
W7
W8
W9 90x35-MGP10 H0 ADS
90x35-MGP10 H0 ADS
90x35-MGP10 H0 ADS
90x35-MGP10 H0 ADS
90x35-MGP10 H0 ADS
90x35-MGP10 H0 ADS JD5
JD5
JD5
JD5
JD5
JD5
- 7 more members were not shown -
T4 25x75-MN
T5 75x100-MN
B3 75x100-MN
T6 75x100-MN
T7 25x75-MN
B4 75x150-MN
Joint
T8
B5
T9
BR1-1
BR1
T10 125x200-MN
25x75-MN
25x75-MN
25x75-MN
125x300-MN
100x150-MN
Nail Plate
DL
DL + LL (kN)
(kN)
S1
0.73
5.33
S2
0.73
5.33
0
450
0
450
0 419092
533568
1053 14941529
20242163
2220 26612696
3181 36223657
S1 S2
11 1 1 1 1 1 11
Wall plates must be placed at supports only.conjunction with Multinail Technical sheets.All dimensions in milimetres. This drawing should be read in
14/10/2016
Floor 1.5.3
Trevor WallaceSpan:
Overhang:
Spacing:
4190
0/0
300
Floor Material:
Floor Covering:
Ceiling Material:
Ceiling Fixing:
Plaster 10mm Supa Span (8.2 kg/m²)
Metal direct @ 600c
Application:
Live Load:
Point Load: 3.6 kN
5 kPa
Dance halls, studios, gymnasiums, bars, public lounges, shopping malls
Ver:
Date:
Page:
Std Carpet + Underlay (8 kg/m²)
Concrete Masonry (51 kg/m²)
Design: AS1720.1-2010Quantity: 18
(TN-008-049)
9 of 25
1Laminations:
Client: CARUMAG
Site: 658 MARION RD
PARK HOLME SA 5043 AUS
Ref:
16 High St,, Dry Creek, SA 5094
Trusstech SA Pty Ltd Job No:
Weight:
Total Weight:
TT06814F
32.57 kg
423.44 kg
Joists: FT1183, FT1184, FT1185, FT1186, FT1187, FT1188, FT1189, FT1190, FT1191, FT1192, FT1193, FT1194, FT1195
Joist Name: FT9 Type: SJ 450
Vert. Reactions at Supports (LSD)
Joint Nail Plate
Restraint
TIMBER / PLATES
Member Size
BC1 90x35-HC H0 MAN
LEW1 90x35-MGP10 H0 ADS
TC1 90x35-HC H0 MAN
LEW2 90x35-MGP10 H0 ADS
W1 90x35-MGP10 H0 ADS
W2 90x35-MGP10 H0 ADS
W3 90x35-MGP10 H0 ADS
Plating
JD5
JD5
JD5
JD5
JD5
JD5
JD5
600
T1
BL1
BL1-1
B1
T2
T3
B2 75x150-MN
100x150-MN
25x75-MN
125x300-MN
25x75-MN
25x75-MN
100x200-MN
Applied Load
DL
LL
WL Up
WL Dn (kN)
(kN)
(kN)
(kN)
W4
W5
W6
W7
W8
W9 90x35-MGP10 H0 ADS
90x35-MGP10 H0 ADS
90x35-MGP10 H0 ADS
90x35-MGP10 H0 ADS
90x35-MGP10 H0 ADS
90x35-MGP10 H0 ADS JD5
JD5
JD5
JD5
JD5
JD5
- 7 more members were not shown -
T4 25x75-MN
T5 75x100-MN
B3 75x100-MN
T6 75x100-MN
T7 25x75-MN
B4 75x150-MN
Joint
T8
B5
T9
BR1-1
BR1
T10 100x200-MN
25x75-MN
25x75-MN
25x75-MN
125x300-MN
100x150-MN
Nail Plate
DL
DL + LL (kN)
(kN)
S1
0.68
5.28
S2
0.68
5.28
User Def. Load A1
53.00 kg/m²
WET AREA
0
450
0
450
0 419092
533568
1053 14941529
20242163
2220 26612696
3181 36223657
S1 S2
A1
11 1 1 1 1 1 11
Wall plates must be placed at supports only.conjunction with Multinail Technical sheets.All dimensions in milimetres. This drawing should be read in
14/10/2016
Floor 1.5.3
Trevor WallaceSpan:
Overhang:
Spacing:
4190
0/0
300
Floor Material:
Floor Covering:
Ceiling Material:
Ceiling Fixing:
Plaster 10mm Supa Span (8.2 kg/m²)
Metal direct @ 600c
Application:
Live Load:
Point Load: 3.6 kN
5 kPa
Dance halls, studios, gymnasiums, bars, public lounges, shopping malls
Ver:
Date:
Page:
Std Carpet + Underlay (8 kg/m²)
Concrete Masonry (51 kg/m²)
Design: AS1720.1-2010Quantity: 13
(TN-008-049)
10 of 25
1Laminations:
Client: CARUMAG
Site: 658 MARION RD
PARK HOLME SA 5043 AUS
Ref:
16 High St,, Dry Creek, SA 5094
Trusstech SA Pty Ltd Job No:
Weight:
Total Weight:
TT06814F
27.22 kg
1170.27 kg
Joists: FT1201, FT1202, FT1203, FT1204, FT1205, FT1206, FT1207, FT1208, FT1209, FT1210, FT1211, FT1212, FT1213,
Joist Name: FT10 Type: SJ 450
Vert. Reactions at Supports (LSD)
Joint Nail Plate
Restraint
TIMBER / PLATES
Member Size
BC1 90x35-HC H0 MAN
LEW1 90x35-MGP10 H0 ADS
TC1 90x35-HC H0 MAN
LEW2 90x35-MGP10 H0 ADS
W1 90x35-MGP10 H0 ADS
W2 90x35-MGP10 H0 ADS
W3 90x35-MGP10 H0 ADS
Plating
JD5
JD5
JD5
JD5
JD5
JD5
JD5
600
T1
BL1
BL1-1
B1
T2
T3
B2 75x150-MN
100x150-MN
25x75-MN
100x200-MN
25x75-MN
25x75-MN
100x150-MN
Applied Load
DL
LL
WL Up
WL Dn (kN)
(kN)
(kN)
(kN)
W4
W5
W6
W7
W8
W9 90x35-MGP10 H0 ADS
90x35-MGP10 H0 ADS
90x35-MGP10 H0 ADS
90x35-MGP10 H0 ADS
90x35-MGP10 H0 ADS
90x35-MGP10 H0 ADS JD5
JD5
JD5
JD5
JD5
JD5
- 4 more members were not shown -
T4 25x75-MN
T5 75x100-MN
B3 75x100-MN
T6 100x150-MN
T7 25x75-MN
B4 100x200-MN
Joint
BR1-1
BR1
T8 100x150-MN
25x75-MN
25x75-MN
Nail Plate
DL
DL + LL (kN)
(kN)
S1
0.63
4.58
S2
0.63
4.58
0
450
0
450
0 361092
533568
1053 14941529
20812116
2601 30423077
S1 S2
11 1 1 1 1 11
Wall plates must be placed at supports only.conjunction with Multinail Technical sheets.All dimensions in milimetres. This drawing should be read in
14/10/2016
Floor 1.5.3
Trevor WallaceSpan:
Overhang:
Spacing:
3610
0/0
300
Floor Material:
Floor Covering:
Ceiling Material:
Ceiling Fixing:
Plaster 10mm Supa Span (8.2 kg/m²)
Metal direct @ 600c
Application:
Live Load:
Point Load: 3.6 kN
5 kPa
Dance halls, studios, gymnasiums, bars, public lounges, shopping malls
Ver:
Date:
Page:
Std Carpet + Underlay (8 kg/m²)
Concrete Masonry (51 kg/m²)
Design: AS1720.1-2010Quantity: 43
(TN-008-049)
11 of 25
1Laminations:
Client: CARUMAG
Site: 658 MARION RD
PARK HOLME SA 5043 AUS
Ref:
16 High St,, Dry Creek, SA 5094
Trusstech SA Pty Ltd Job No:
Weight:
Total Weight:
TT06814F
45.51 kg
1956.88 kg
Joists: FT1095, FT1096, FT1097, FT1098, FT1099, FT1100, FT1101, FT1102, FT1103, FT1104, FT1105, FT1106, FT1107,
Joist Name: FT11 Type: SJ 450
Vert. Reactions at Supports (LSD)
Joint Nail Plate
Restraint
TIMBER / PLATES
Member Size
BC1 90x35-HS+ H0 MAN
LEW1 90x35-MGP10 H0 ADS
TC1 90x35-MGP10 H0 ADS
LEW2 90x35-MGP10 H0 ADS
W1 90x35-MGP10 H0 ADS
W2 90x35-MGP10 H0 ADS
W3 90x35-MGP10 H0 ADS
Plating
JD5
JD5
JD5
JD5
JD5
JD5
JD5
600
T1
BL1
BL1-1
B1
T2
T3
B2 125x300-MN
125x300-MN
25x75-MN
150x300-MN
25x75-MN
25x75-MN
150x200-MN
Applied Load
DL
LL
WL Up
WL Dn (kN)
(kN)
(kN)
(kN)
W4
W5
W6
TC2
W7
W8 90x35-MGP10 H0 ADS
90x35-MGP10 H0 ADS
90x35-MGP10 H0 ADS
90x35-MGP10 H0 ADS
90x35-MGP10 H0 ADS
90x35-MGP10 H0 ADS JD5
JD5
JD5
JD5
JD5
JD5
- 13 more members were not shown -
T4 25x75-MN
T5 75x150-MN
T6 100x150-MN
B3 75x150-MN
T8 75x100-MN
T7 25x75-MN
Joint
B4
T9
T10
B5
T11
T12
B6
B7
T13
BR1-1
BR1
T14 150x200-MN
25x75-MN
25x75-MN
25x75-MN
150x300-MN
75x150-MN
125x300-MN
25x75-MN
125x200-MN
100x150-MN
25x75-MN
75x150-MN
Nail Plate
DL
DL + LL (kN)
(kN)
S1
1.05
7.68
S2
1.05
7.68
0
450
0
450
0 603892
533568
1053 14941529
2014 24552490
2972 35483583
4068 45094544
50290
603854705505
S1 S2
11 1 2 3 3 2 1 1 11
Wall plates must be placed at supports only.conjunction with Multinail Technical sheets.All dimensions in milimetres. This drawing should be read in
14/10/2016
Floor 1.5.3
Trevor WallaceSpan:
Overhang:
Spacing:
6038
0/0
300
Floor Material:
Floor Covering:
Ceiling Material:
Ceiling Fixing:
Plaster 10mm Supa Span (8.2 kg/m²)
Metal direct @ 600c
Application:
Live Load:
Point Load: 1.8 kN
5 kPa
User Defined
Ver:
Date:
Page:
Std Carpet + Underlay (8 kg/m²)
Concrete Masonry (51 kg/m²)
Design: AS1720.1-2010Quantity: 43
(TN-008-049)
12 of 25
1Laminations:
Client: CARUMAG
Site: 658 MARION RD
PARK HOLME SA 5043 AUS
Ref:
16 High St,, Dry Creek, SA 5094
Trusstech SA Pty Ltd Job No:
Weight:
Total Weight:
TT06814F
18.73 kg
393.42 kg
Joists: FT920, FT921, FT923, FT924, FT925, FT926, FT927, FT928, FT929, FT930, FT931, FT932, FT933, FT934, FT935, FT936,
Joist Name: FT12 Type: SJ 450
Vert. Reactions at Supports (LSD)
Joint Nail Plate
Restraint
TIMBER / PLATES
Member Size
BC1 90x35-HC H0 MAN
LEW1 90x35-MGP10 H0 ADS
TC1 90x35-MGP10 H0 ADS
LEW2 90x35-MGP10 H0 ADS
W1 90x35-MGP10 H0 ADS
W2 90x35-MGP10 H0 ADS
W3 90x35-MGP10 H0 ADS
Plating
JD5
JD5
JD5
JD5
JD5
JD5
JD5
600
300
T1
BL1
BL1-1
B1
T2
T3
B2 75x100-MN
75x100-MN
25x75-MN
100x200-MN
25x75-MN
25x75-MN
100x150-MN
Applied Load
DL
LL
WL Up
WL Dn (kN)
(kN)
(kN)
(kN)
W4
W5
W6
W7
W8
REW2 90x35-MGP10 H0 ADS
90x35-MGP10 H0 ADS
90x35-MGP10 H0 ADS
90x35-MGP10 H0 ADS
90x35-MGP10 H0 ADS
90x35-MGP10 H0 ADS JD5
JD5
JD5
JD5
JD5
JD5
- 1 more member was not shown -
T4 75x100-MN
B3 100x200-MN
T5 25x75-MN
BR1-1 25x75-MN
T6 100x150-MN
BR1 25x75-MN
DL
DL + LL (kN)
(kN)
S1
0.32
4.33
S2
0.32
4.33
0
450
0
450
0 243092
533568
1057 13641421
18621897
S1 S2
11 1 1 1 11
Wall plates must be placed at supports only.conjunction with Multinail Technical sheets.All dimensions in milimetres. This drawing should be read in
14/10/2016
Floor 1.5.3
Trevor WallaceSpan:
Overhang:
Spacing:
2430
0/0
450
Floor Material:
Floor Covering:
Ceiling Material:
Ceiling Fixing:
Plaster 10mm Supa Span (8.2 kg/m²)
Metal direct @ 600c
Application:
Live Load:
Point Load: 1.8 kN
5 kPa
User Defined
Ver:
Date:
Page:
Std Carpet + Underlay (8 kg/m²)
Particle (13.9 kg/m²)
Design: AS1720.1-2010Quantity: 21
(TN-008-049)
13 of 25
1Laminations:
Client: CARUMAG
Site: 658 MARION RD
PARK HOLME SA 5043 AUS
Ref:
16 High St,, Dry Creek, SA 5094
Trusstech SA Pty Ltd Job No:
Weight:
Total Weight:
TT06814F
4.15 kg
4.15 kg
Joists: FT922
Joist Name: FT13 Type: SJ 450
Vert. Reactions at Supports (LSD)
Joint Nail Plate
Restraint
TIMBER / PLATES
Member Size
BC1 90x35-MGP10 H0 ADS
LEW1 90x35-MGP10 H0 ADS
TC1 90x35-MGP10 H0 ADS
W1 90x35-MGP10 H0 ADS
REW2 90x35-MGP10 H0 ADS
REW1 90x35-MGP10 H0 ADS
Plating
JD5
JD5
JD5
JD5
JD5
JD5
600
300
T1
BL1
TR1-1
TR1
B1 75x100-MN
25x75-MN
25x75-MN
25x75-MN
75x100-MN
Applied Load
DL
LL
WL Up
WL Dn (kN)
(kN)
(kN)
(kN)
DL
DL + LL (kN)
(kN)
S1
0.05
0.63
S2
0.06
0.70
0
450
0
450
0 40163
S1 S2
1
Wall plates must be placed at supports only.conjunction with Multinail Technical sheets.All dimensions in milimetres. This drawing should be read in
14/10/2016
Floor 1.5.3
Trevor WallaceSpan:
Overhang:
Spacing:
401
0/0
450
Floor Material:
Floor Covering:
Ceiling Material:
Ceiling Fixing:
Plaster 10mm Supa Span (8.2 kg/m²)
Metal direct @ 600c
Application:
Live Load:
Point Load: 1.8 kN
5 kPa
User Defined
Ver:
Date:
Page:
Std Carpet + Underlay (8 kg/m²)
Particle (13.9 kg/m²)
Design: AS1720.1-2010Quantity: 1
(TN-008-049)
14 of 25
1Laminations:
Client: CARUMAG
Site: 658 MARION RD
PARK HOLME SA 5043 AUS
Ref:
16 High St,, Dry Creek, SA 5094
Trusstech SA Pty Ltd Job No:
Weight:
Total Weight:
TT06814F
21.23 kg
297.22 kg
Joists: FT937, FT1278, FT1279, FT1280, FT1281, FT1282, FT1283, FT1284, FT1285, FT1286, FT1287, FT1288, FT1289, FT1290
Joist Name: FT14 Type: SJ 450
Vert. Reactions at Supports (LSD)
Joint Nail Plate
Restraint
TIMBER / PLATES
Member Size
BC1 90x35-HC H0 MAN
LEW1 90x35-MGP10 H0 ADS
TC1 90x35-MGP10 H0 ADS
LEW2 90x35-MGP10 H0 ADS
W1 90x35-MGP10 H0 ADS
W2 90x35-MGP10 H0 ADS
W3 90x35-MGP10 H0 ADS
Plating
JD5
JD5
JD5
JD5
JD5
JD5
JD5
600
300
T1
BL1
BL1-1
B1
T2
T3
B2 75x100-MN
75x150-MN
25x75-MN
125x200-MN
25x75-MN
25x75-MN
100x150-MN
Applied Load
DL
LL
WL Up
WL Dn (kN)
(kN)
(kN)
(kN)
W4
W5
W6
W7
W8
W9 90x35-MGP10 H0 ADS
90x35-MGP10 H0 ADS
90x35-MGP10 H0 ADS
90x35-MGP10 H0 ADS
90x35-MGP10 H0 ADS
90x35-MGP10 H0 ADS JD5
JD5
JD5
JD5
JD5
JD5
- 2 more members were not shown -
T4 25x75-MN
T5 75x150-MN
B3 125x200-MN
T6 25x75-MN
BR1 25x75-MN
BR1-1 25x75-MN
Joint
T7 100x150-MN
Nail Plate
DL
DL + LL (kN)
(kN)
S1
0.37
5.03
S2
0.37
5.03
0
450
0
450
0 282292
533568
1053 14941529
1813 22542289
S1 S2
11 1 1 1 11
Wall plates must be placed at supports only.conjunction with Multinail Technical sheets.All dimensions in milimetres. This drawing should be read in
14/10/2016
Floor 1.5.3
Trevor WallaceSpan:
Overhang:
Spacing:
2822
0/0
450
Floor Material:
Floor Covering:
Ceiling Material:
Ceiling Fixing:
Plaster 10mm Supa Span (8.2 kg/m²)
Metal direct @ 600c
Application:
Live Load:
Point Load: 1.8 kN
5 kPa
User Defined
Ver:
Date:
Page:
Std Carpet + Underlay (8 kg/m²)
Particle (13.9 kg/m²)
Design: AS1720.1-2010Quantity: 14
(TN-008-049)
15 of 25
1Laminations:
Client: CARUMAG
Site: 658 MARION RD
PARK HOLME SA 5043 AUS
Ref:
16 High St,, Dry Creek, SA 5094
Trusstech SA Pty Ltd Job No:
Weight:
Total Weight:
TT06814F
18.64 kg
149.16 kg
Joists: FT938, FT1254, FT1255, FT1256, FT1257, FT1258, FT1259, FT1260
Joist Name: FT15 Type: SJ 450
Vert. Reactions at Supports (LSD)
Joint Nail Plate
Restraint
TIMBER / PLATES
Member Size
BC1 90x35-HC H0 MAN
LEW1 90x35-MGP10 H0 ADS
TC1 90x35-MGP10 H0 ADS
LEW2 90x35-MGP10 H0 ADS
W1 90x35-MGP10 H0 ADS
W2 90x35-MGP10 H0 ADS
W3 90x35-MGP10 H0 ADS
Plating
JD5
JD5
JD5
JD5
JD5
JD5
JD5
600
300
T1
BL1
BL1-1
B1
T2
T3
B2 75x100-MN
75x100-MN
25x75-MN
100x200-MN
25x75-MN
25x75-MN
100x150-MN
Applied Load
DL
LL
WL Up
WL Dn (kN)
(kN)
(kN)
(kN)
W4
W5
W6
W7
W8
REW2 90x35-MGP10 H0 ADS
90x35-MGP10 H0 ADS
90x35-MGP10 H0 ADS
90x35-MGP10 H0 ADS
90x35-MGP10 H0 ADS
90x35-MGP10 H0 ADS JD5
JD5
JD5
JD5
JD5
JD5
- 1 more member was not shown -
T4 75x100-MN
B3 100x200-MN
T5 25x75-MN
BR1-1 25x75-MN
T6 100x150-MN
BR1 25x75-MN
DL
DL + LL (kN)
(kN)
S1
0.42
4.39
S2
0.52
4.47
User Def. Load A1
53.00 kg/m²
WET AREA
0
450
0
450
0 241092
533568
1058 13441401
18421877
S1 S2
A1
11 1 1 1 11
Wall plates must be placed at supports only.conjunction with Multinail Technical sheets.All dimensions in milimetres. This drawing should be read in
14/10/2016
Floor 1.5.3
Trevor WallaceSpan:
Overhang:
Spacing:
2410
0/0
450
Floor Material:
Floor Covering:
Ceiling Material:
Ceiling Fixing:
Plaster 10mm Supa Span (8.2 kg/m²)
Metal direct @ 600c
Application:
Live Load:
Point Load: 1.8 kN
5 kPa
User Defined
Ver:
Date:
Page:
Std Carpet + Underlay (8 kg/m²)
Particle (13.9 kg/m²)
Design: AS1720.1-2010Quantity: 8
(TN-008-049)
16 of 25
1Laminations:
Client: CARUMAG
Site: 658 MARION RD
PARK HOLME SA 5043 AUS
Ref:
16 High St,, Dry Creek, SA 5094
Trusstech SA Pty Ltd Job No:
Weight:
Total Weight:
TT06814F
18.64 kg
74.58 kg
Joists: FT1245, FT1246, FT1247, FT1248
Joist Name: FT15 Type: SJ 450
Vert. Reactions at Supports (LSD)
Joint Nail Plate
Restraint
TIMBER / PLATES
Member Size
BC1 90x35-HC H0 MAN
LEW1 90x35-MGP10 H0 ADS
TC1 90x35-MGP10 H0 ADS
LEW2 90x35-MGP10 H0 ADS
W1 90x35-MGP10 H0 ADS
W2 90x35-MGP10 H0 ADS
W3 90x35-MGP10 H0 ADS
Plating
JD5
JD5
JD5
JD5
JD5
JD5
JD5
600
300
T1
BL1
BL1-1
B1
T2
T3
B2 75x100-MN
75x100-MN
25x75-MN
100x200-MN
25x75-MN
25x75-MN
100x150-MN
Applied Load
DL
LL
WL Up
WL Dn (kN)
(kN)
(kN)
(kN)
W4
W5
W6
W7
W8
REW2 90x35-MGP10 H0 ADS
90x35-MGP10 H0 ADS
90x35-MGP10 H0 ADS
90x35-MGP10 H0 ADS
90x35-MGP10 H0 ADS
90x35-MGP10 H0 ADS JD5
JD5
JD5
JD5
JD5
JD5
- 1 more member was not shown -
T4 75x100-MN
B3 100x200-MN
T5 25x75-MN
BR1-1 25x75-MN
T6 100x150-MN
BR1 25x75-MN
DL
DL + LL (kN)
(kN)
S1
0.36
4.33
S2
0.47
4.43
User Def. Load A1
53.00 kg/m²
WET AREA
0
450
0
450
0 241092
533568
1058 13441401
18421877
S1 S2
A1
11 1 1 1 11
Wall plates must be placed at supports only.conjunction with Multinail Technical sheets.All dimensions in milimetres. This drawing should be read in
14/10/2016
Floor 1.5.3
Trevor WallaceSpan:
Overhang:
Spacing:
2410
0/0
450
Floor Material:
Floor Covering:
Ceiling Material:
Ceiling Fixing:
Plaster 10mm Supa Span (8.2 kg/m²)
Metal direct @ 600c
Application:
Live Load:
Point Load: 1.8 kN
5 kPa
User Defined
Ver:
Date:
Page:
Std Carpet + Underlay (8 kg/m²)
Particle (13.9 kg/m²)
Design: AS1720.1-2010Quantity: 4
(TN-008-049)
17 of 25
1Laminations:
Client: CARUMAG
Site: 658 MARION RD
PARK HOLME SA 5043 AUS
Ref:
16 High St,, Dry Creek, SA 5094
Trusstech SA Pty Ltd Job No:
Weight:
Total Weight:
TT06814F
17.89 kg
89.43 kg
Joists: FT1249, FT1250, FT1251, FT1252, FT1253
Joist Name: FT16 Type: SJ 450
Vert. Reactions at Supports (LSD)
Joint Nail Plate
Restraint
TIMBER / PLATES
Member Size
BC1 90x35-MGP10 H0 ADS
LEW1 90x35-MGP10 H0 ADS
TC1 90x35-MGP10 H0 ADS
LEW2 90x35-MGP10 H0 ADS
W1 90x35-MGP10 H0 ADS
W2 90x35-MGP10 H0 ADS
W3 90x35-MGP10 H0 ADS
Plating
JD5
JD5
JD5
JD5
JD5
JD5
JD5
600
300
T1
BL1
BL1-1
B1
T2
T3
B2 75x100-MN
75x100-MN
25x75-MN
100x200-MN
25x75-MN
25x75-MN
100x150-MN
Applied Load
DL
LL
WL Up
WL Dn (kN)
(kN)
(kN)
(kN)
W4
W5
W6
W7
W8
REW2 90x35-MGP10 H0 ADS
90x35-MGP10 H0 ADS
90x35-MGP10 H0 ADS
90x35-MGP10 H0 ADS
90x35-MGP10 H0 ADS
90x35-MGP10 H0 ADS JD5
JD5
JD5
JD5
JD5
JD5
- 1 more member was not shown -
T4 75x100-MN
B3 100x200-MN
T5 25x75-MN
BR1-1 25x75-MN
T6 100x150-MN
BR1 25x75-MN
DL
DL + LL (kN)
(kN)
S1
0.32
4.29
S2
0.32
4.29
0
450
0
450
0 241092
533568
1058 13441401
18421877
S1 S2
11 1 1 1 11
Wall plates must be placed at supports only.conjunction with Multinail Technical sheets.All dimensions in milimetres. This drawing should be read in
14/10/2016
Floor 1.5.3
Trevor WallaceSpan:
Overhang:
Spacing:
2410
0/0
450
Floor Material:
Floor Covering:
Ceiling Material:
Ceiling Fixing:
Plaster 10mm Supa Span (8.2 kg/m²)
Metal direct @ 600c
Application:
Live Load:
Point Load: 1.8 kN
5 kPa
User Defined
Ver:
Date:
Page:
Std Carpet + Underlay (8 kg/m²)
Particle (13.9 kg/m²)
Design: AS1720.1-2010Quantity: 5
(TN-008-049)
18 of 25
1Laminations:
Client: CARUMAG
Site: 658 MARION RD
PARK HOLME SA 5043 AUS
Ref:
16 High St,, Dry Creek, SA 5094
Trusstech SA Pty Ltd Job No:
Weight:
Total Weight:
TT06814F
12.05 kg
180.79 kg
Joists: FT1261, FT1262, FT1263, FT1264, FT1265, FT1266, FT1267, FT1268, FT1269, FT1270, FT1271, FT1272, FT1273,
Joist Name: FT17 Type: SJ 450
BALCONY
Vert. Reactions at Supports (LSD)
Joint Nail Plate
Restraint
TIMBER / PLATES
Member Size
BC1 90x35-MGP10 H0 ADS
LEW1 90x35-MGP10 H0 ADS
TC1 90x35-HC H0 MAN
LEW2 90x35-MGP10 H0 ADS
W1 90x35-MGP10 H0 ADS
W2 90x35-MGP10 H0 ADS
W3 90x35-MGP10 H0 ADS
Plating
JD5
JD5
JD5
JD5
JD5
JD5
JD5
600
300
T1
BL1
BL1-1
B1
T2
T3
B2 75x100-MN
75x100-MN
25x75-MN
100x150-MN
25x75-MN
25x75-MN
75x150-MN
Applied Load
DL
LL
WL Up
WL Dn (kN)
(kN)
(kN)
(kN)
W4
W5
REW2
REW1 90x35-MGP10 H0 ADS
90x35-MGP10 H0 ADS
90x35-MGP10 H0 ADS
90x35-MGP10 H0 ADS JD5
JD5
JD5
JD5
BR1-1 25x75-MN
BR1 25x75-MN
T4 75x150-MN
DL
DL + LL (kN)
(kN)
S1
0.32
3.53
S2
0.32
3.53
User Def. Load A1
53.00 kg/m²
3 kPa, 2.7 kN
0
450
0
450
0 141092
533568
842877
S1 S2
A1
11 1 1 11
Wall plates must be placed at supports only.conjunction with Multinail Technical sheets.All dimensions in milimetres. This drawing should be read in
14/10/2016
Floor 1.5.3
Trevor WallaceSpan:
Overhang:
Spacing:
1410
0/0
450
Floor Material:
Floor Covering:
Ceiling Material:
Ceiling Fixing:
Plaster 10mm Supa Span (8.2 kg/m²)
Metal direct @ 600c
Application:
Live Load:
Point Load: 1.8 kN
5 kPa
User Defined
Ver:
Date:
Page:
Std Carpet + Underlay (8 kg/m²)
Particle (13.9 kg/m²)
Design: AS1720.1-2010Quantity: 15
(TN-008-049)
19 of 25
1Laminations:
Client: CARUMAG
Site: 658 MARION RD
PARK HOLME SA 5043 AUS
Ref:
16 High St,, Dry Creek, SA 5094
Trusstech SA Pty Ltd Job No:
Weight:
Total Weight:
TT06814F
11.54 kg
11.54 kg
Joists: FT1276
Joist Name: FT18 Type: SJ 450
Vert. Reactions at Supports (LSD)
Joint Nail Plate
Restraint
TIMBER / PLATES
Member Size
BC1 90x35-MGP10 H0 ADS
LEW1 90x35-MGP10 H0 ADS
TC1 90x35-MGP10 H0 ADS
LEW2 90x35-MGP10 H0 ADS
W1 90x35-MGP10 H0 ADS
W2 90x35-MGP10 H0 ADS
W3 90x35-MGP10 H0 ADS
Plating
JD5
JD5
JD5
JD5
JD5
JD5
JD5
600
300
T1
BL1
BL1-1
B1
T2
B2
T3 25x75-MN
75x150-MN
75x100-MN
75x100-MN
25x75-MN
25x75-MN
75x150-MN
Applied Load
DL
LL
WL Up
WL Dn (kN)
(kN)
(kN)
(kN)
W4
W5
REW1 90x35-MGP10 H0 ADS
90x35-MGP10 H0 ADS
90x35-MGP10 H0 ADS JD5
JD5
JD5
BR1 25x75-MN
T4 75x100-MNDL
DL + LL (kN)
(kN)
S1
0.21
2.80
S2
0.21
2.73
0
450
0
450
0 156492
533590
10311066
S1 S2
11 1 1
Wall plates must be placed at supports only.conjunction with Multinail Technical sheets.All dimensions in milimetres. This drawing should be read in
14/10/2016
Floor 1.5.3
Trevor WallaceSpan:
Overhang:
Spacing:
1564
0/0
450
Floor Material:
Floor Covering:
Ceiling Material:
Ceiling Fixing:
Plaster 10mm Supa Span (8.2 kg/m²)
Metal direct @ 600c
Application:
Live Load:
Point Load: 1.8 kN
5 kPa
User Defined
Ver:
Date:
Page:
Std Carpet + Underlay (8 kg/m²)
Particle (13.9 kg/m²)
Design: AS1720.1-2010Quantity: 1
(TN-008-049)
20 of 25
1Laminations:
Client: CARUMAG
Site: 658 MARION RD
PARK HOLME SA 5043 AUS
Ref:
16 High St,, Dry Creek, SA 5094
Trusstech SA Pty Ltd Job No:
Weight:
Total Weight:
TT06814F
14.31 kg
14.31 kg
Joists: FT1277
Joist Name: FT19 Type: SJ 450
Vert. Reactions at Supports (LSD)
Joint Nail Plate
Restraint
TIMBER / PLATES
Member Size
BC1 90x35-MGP10 H0 ADS
LEW1 90x35-MGP10 H0 ADS
TC1 90x35-MGP10 H0 ADS
LEW2 90x35-MGP10 H0 ADS
W1 90x35-MGP10 H0 ADS
W2 90x35-MGP10 H0 ADS
W3 90x35-MGP10 H0 ADS
Plating
JD5
JD5
JD5
JD5
JD5
JD5
JD5
600
300
T1
BL1
BL1-1
B1
T2
T3
B2 100x200-MN
75x100-MN
25x75-MN
100x200-MN
25x75-MN
25x75-MN
100x150-MN
Applied Load
DL
LL
WL Up
WL Dn (kN)
(kN)
(kN)
(kN)
W4
W5
W6
REW1 90x35-MGP10 H0 ADS
90x35-MGP10 H0 ADS
90x35-MGP10 H0 ADS
90x35-MGP10 H0 ADS JD5
JD5
JD5
JD5
T4 25x75-MN
BR1 25x75-MN
T5 100x100-MN
DL
DL + LL (kN)
(kN)
S1
0.27
3.61
S2
0.26
3.54
0
450
0
450
0 201492
533568
1040 14811516
S1 S2
11 1 1
Wall plates must be placed at supports only.conjunction with Multinail Technical sheets.All dimensions in milimetres. This drawing should be read in
14/10/2016
Floor 1.5.3
Trevor WallaceSpan:
Overhang:
Spacing:
2014
0/0
450
Floor Material:
Floor Covering:
Ceiling Material:
Ceiling Fixing:
Plaster 10mm Supa Span (8.2 kg/m²)
Metal direct @ 600c
Application:
Live Load:
Point Load: 1.8 kN
5 kPa
User Defined
Ver:
Date:
Page:
Std Carpet + Underlay (8 kg/m²)
Particle (13.9 kg/m²)
Design: AS1720.1-2010Quantity: 1
(TN-008-049)
21 of 25
1Laminations:
Client: CARUMAG
Site: 658 MARION RD
PARK HOLME SA 5043 AUS
Ref:
16 High St,, Dry Creek, SA 5094
Trusstech SA Pty Ltd Job No:
Weight:
Total Weight:
TT06814F
20.08 kg
301.13 kg
Joists: FT1291, FT1292, FT1293, FT1294, FT1295, FT1296, FT1297, FT1298, FT1299, FT1300, FT1301, FT1302, FT1303,
Joist Name: FT20 Type: SJ 450
Vert. Reactions at Supports (LSD)
Joint Nail Plate
Restraint
TIMBER / PLATES
Member Size
BC1 90x35-HC H0 MAN
LEW1 90x35-MGP10 H0 ADS
TC1 90x35-MGP10 H0 ADS
LEW2 90x35-MGP10 H0 ADS
W1 90x35-MGP10 H0 ADS
W2 90x35-MGP10 H0 ADS
W3 90x35-MGP10 H0 ADS
Plating
JD5
JD5
JD5
JD5
JD5
JD5
JD5
600
300
T1
BL1
BL1-1
B1
T2
T3
B2 75x100-MN
100x100-MN
25x75-MN
100x200-MN
25x75-MN
25x75-MN
100x150-MN
Applied Load
DL
LL
WL Up
WL Dn (kN)
(kN)
(kN)
(kN)
W4
W5
W6
W7
W8
REW2 90x35-MGP10 H0 ADS
90x35-MGP10 H0 ADS
90x35-MGP10 H0 ADS
90x35-MGP10 H0 ADS
90x35-MGP10 H0 ADS
90x35-MGP10 H0 ADS JD5
JD5
JD5
JD5
JD5
JD5
- 1 more member was not shown -
T4 75x100-MN
B3 100x200-MN
T5 25x75-MN
BR1-1 25x75-MN
T6 100x150-MN
BR1 25x75-MN
DL
DL + LL (kN)
(kN)
S1
0.35
4.83
S2
0.36
4.83
0
450
0
450
0 270892
533568
1049 16421699
21402175
S1 S2
11 1 1 1 11
Wall plates must be placed at supports only.conjunction with Multinail Technical sheets.All dimensions in milimetres. This drawing should be read in
14/10/2016
Floor 1.5.3
Trevor WallaceSpan:
Overhang:
Spacing:
2708
0/0
450
Floor Material:
Floor Covering:
Ceiling Material:
Ceiling Fixing:
Plaster 10mm Supa Span (8.2 kg/m²)
Metal direct @ 600c
Application:
Live Load:
Point Load: 1.8 kN
5 kPa
User Defined
Ver:
Date:
Page:
Std Carpet + Underlay (8 kg/m²)
Particle (13.9 kg/m²)
Design: AS1720.1-2010Quantity: 15
(TN-008-049)
22 of 25
1Laminations:
Client: CARUMAG
Site: 658 MARION RD
PARK HOLME SA 5043 AUS
Ref:
16 High St,, Dry Creek, SA 5094
Trusstech SA Pty Ltd Job No:
Weight:
Total Weight:
TT06814F
18.73 kg
18.73 kg
Joists: FT1306
Joist Name: FT12 Type: SJ 450
Vert. Reactions at Supports (LSD)
Joint Nail Plate
Restraint
TIMBER / PLATES
Member Size
BC1 90x35-HC H0 MAN
LEW1 90x35-MGP10 H0 ADS
TC1 90x35-MGP10 H0 ADS
LEW2 90x35-MGP10 H0 ADS
W1 90x35-MGP10 H0 ADS
W2 90x35-MGP10 H0 ADS
W3 90x35-MGP10 H0 ADS
Plating
JD5
JD5
JD5
JD5
JD5
JD5
JD5
600
300
T1
BL1
BL1-1
B1
T2
T3
B2 75x100-MN
75x100-MN
25x75-MN
100x200-MN
25x75-MN
25x75-MN
100x150-MN
Applied Load
DL
LL
WL Up
WL Dn (kN)
(kN)
(kN)
(kN)
W4
W5
W6
W7
W8
REW2 90x35-MGP10 H0 ADS
90x35-MGP10 H0 ADS
90x35-MGP10 H0 ADS
90x35-MGP10 H0 ADS
90x35-MGP10 H0 ADS
90x35-MGP10 H0 ADS JD5
JD5
JD5
JD5
JD5
JD5
- 1 more member was not shown -
T4 75x100-MN
B3 100x200-MN
T5 25x75-MN
BR1-1 25x75-MN
T6 100x150-MN
BR1 25x75-MN
DL
DL + LL (kN)
(kN)
S1
0.54
4.52
S2
0.54
4.53
User Def. Load A1
53.00 kg/m²
WET AREA
0
450
0
450
0 243092
533568
1057 13641421
18621897
S1 S2
A1
11 1 1 1 11
Wall plates must be placed at supports only.conjunction with Multinail Technical sheets.All dimensions in milimetres. This drawing should be read in
14/10/2016
Floor 1.5.3
Trevor WallaceSpan:
Overhang:
Spacing:
2430
0/0
450
Floor Material:
Floor Covering:
Ceiling Material:
Ceiling Fixing:
Plaster 10mm Supa Span (8.2 kg/m²)
Metal direct @ 600c
Application:
Live Load:
Point Load: 1.8 kN
5 kPa
User Defined
Ver:
Date:
Page:
Std Carpet + Underlay (8 kg/m²)
Particle (13.9 kg/m²)
Design: AS1720.1-2010Quantity: 1
(TN-008-049)
23 of 25
1Laminations:
Client: CARUMAG
Site: 658 MARION RD
PARK HOLME SA 5043 AUS
Ref:
16 High St,, Dry Creek, SA 5094
Trusstech SA Pty Ltd Job No:
Weight:
Total Weight:
TT06814F
18.73 kg
168.61 kg
Joists: FT1307, FT1308, FT1309, FT1310, FT1318, FT1319, FT1320, FT1321, FT1322
Joist Name: FT12 Type: SJ 450
Vert. Reactions at Supports (LSD)
Joint Nail Plate
Restraint
TIMBER / PLATES
Member Size
BC1 90x35-HC H0 MAN
LEW1 90x35-MGP10 H0 ADS
TC1 90x35-MGP10 H0 ADS
LEW2 90x35-MGP10 H0 ADS
W1 90x35-MGP10 H0 ADS
W2 90x35-MGP10 H0 ADS
W3 90x35-MGP10 H0 ADS
Plating
JD5
JD5
JD5
JD5
JD5
JD5
JD5
600
300
T1
BL1
BL1-1
B1
T2
T3
B2 75x100-MN
75x100-MN
25x75-MN
100x200-MN
25x75-MN
25x75-MN
100x150-MN
Applied Load
DL
LL
WL Up
WL Dn (kN)
(kN)
(kN)
(kN)
W4
W5
W6
W7
W8
REW2 90x35-MGP10 H0 ADS
90x35-MGP10 H0 ADS
90x35-MGP10 H0 ADS
90x35-MGP10 H0 ADS
90x35-MGP10 H0 ADS
90x35-MGP10 H0 ADS JD5
JD5
JD5
JD5
JD5
JD5
- 1 more member was not shown -
T4 75x100-MN
B3 100x200-MN
T5 25x75-MN
BR1-1 25x75-MN
T6 100x150-MN
BR1 25x75-MN
DL
DL + LL (kN)
(kN)
S1
0.54
4.52
S2
0.54
4.53
User Def. Load A1
53.00 kg/m²
WET AREA
0
450
0
450
0 243092
533568
1057 13641421
18621897
S1 S2
A1
11 1 1 1 11
Wall plates must be placed at supports only.conjunction with Multinail Technical sheets.All dimensions in milimetres. This drawing should be read in
14/10/2016
Floor 1.5.3
Trevor WallaceSpan:
Overhang:
Spacing:
2430
0/0
450
Floor Material:
Floor Covering:
Ceiling Material:
Ceiling Fixing:
Plaster 10mm Supa Span (8.2 kg/m²)
Metal direct @ 600c
Application:
Live Load:
Point Load: 1.8 kN
5 kPa
User Defined
Ver:
Date:
Page:
Std Carpet + Underlay (8 kg/m²)
Particle (13.9 kg/m²)
Design: AS1720.1-2010Quantity: 9
(TN-008-049)
24 of 25
1Laminations:
Client: CARUMAG
Site: 658 MARION RD
PARK HOLME SA 5043 AUS
Ref:
16 High St,, Dry Creek, SA 5094
Trusstech SA Pty Ltd Job No:
Weight:
Total Weight:
TT06814F
18.73 kg
37.47 kg
Joists: FT1316, FT1317
Joist Name: FT12 Type: SJ 450
Vert. Reactions at Supports (LSD)
Joint Nail Plate
Restraint
TIMBER / PLATES
Member Size
BC1 90x35-HC H0 MAN
LEW1 90x35-MGP10 H0 ADS
TC1 90x35-MGP10 H0 ADS
LEW2 90x35-MGP10 H0 ADS
W1 90x35-MGP10 H0 ADS
W2 90x35-MGP10 H0 ADS
W3 90x35-MGP10 H0 ADS
Plating
JD5
JD5
JD5
JD5
JD5
JD5
JD5
600
300
T1
BL1
BL1-1
B1
T2
T3
B2 75x100-MN
75x100-MN
25x75-MN
100x200-MN
25x75-MN
25x75-MN
100x150-MN
Applied Load
DL
LL
WL Up
WL Dn (kN)
(kN)
(kN)
(kN)
W4
W5
W6
W7
W8
REW2 90x35-MGP10 H0 ADS
90x35-MGP10 H0 ADS
90x35-MGP10 H0 ADS
90x35-MGP10 H0 ADS
90x35-MGP10 H0 ADS
90x35-MGP10 H0 ADS JD5
JD5
JD5
JD5
JD5
JD5
- 1 more member was not shown -
T4 75x100-MN
B3 100x200-MN
T5 25x75-MN
BR1-1 25x75-MN
T6 100x150-MN
BR1 25x75-MN
DL
DL + LL (kN)
(kN)
S1
0.36
4.36
S2
0.32
4.33
User Def. Load A1
53.00 kg/m²
WET AREA
0
450
0
450
0 243092
533568
1057 13641421
18621897
S1 S2
A1
11 1 1 1 11
Wall plates must be placed at supports only.conjunction with Multinail Technical sheets.All dimensions in milimetres. This drawing should be read in
14/10/2016
Floor 1.5.3
Trevor WallaceSpan:
Overhang:
Spacing:
2430
0/0
450
Floor Material:
Floor Covering:
Ceiling Material:
Ceiling Fixing:
Plaster 10mm Supa Span (8.2 kg/m²)
Metal direct @ 600c
Application:
Live Load:
Point Load: 1.8 kN
5 kPa
User Defined
Ver:
Date:
Page:
Std Carpet + Underlay (8 kg/m²)
Particle (13.9 kg/m²)
Design: AS1720.1-2010Quantity: 2
(TN-008-049)
25 of 25
OAKRIDGE BUILDING SERVICES
16048 WD02 - First Floor Plan 140816658 MARION COMMUNITY HALL FLOOR FRAME LAYOUT658 MARION FLOOR CERT [signed]658 MARION FLOOR TRUSS CALCS658 MARION RESIDENCE FLOOR FRAME LAYOUT