Structural Grid Dimensioning and Documentation for Large Scale Steel Roof Building

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Construction documentation
-work example

LETTERBOX BY OTHERS - 10 BOXES
4 merino st
SIGNAGE PLATE - FULL
HEIGHT AND WIDTH STREET
ADDRESS SIGNAGE
1 2
3 4 5 6
7 8 9 10
1340
490
PROPRIETARY
SCREENING - THE FENCE
DEPOT OR APPROVED
EQUIVALENT
REFER TO SCHEDULE
1500
AUSTRALIA POST GUIDELINES
NOMINATE THAT THE ELEVATION OF AN
APERTURE ABOVE GROUND LEVEL FOR
A GROUP MAIL BOXES MUST BE
BETWEEN 600mm AND 1600mm
910
1600
200
SCN-01
4800
2400
2400
SCN-01
RL
LEVEL 1
25800
1100
200
BAL-01
PROPRIETARY SCREENING -
OXWORKS BALUSTRADE SYSTEM
OR APPROVED EQUIVALENT
REFER TO SCHEDULE
200MM OVERHANG BELOW
THE SLAB LEVEL
RL
LEVEL 1
25800
1800
SCN-02
200
1460
200
A12.02
9
A12.02
10
A12.02 8
SCN-03
FG
D
E1.8
A12.02
26
1280
850
400
TYP. 400X200 RENDER BLOCKWORK
6270
400 EQ 400 EQ 400
200 X 400MM BLOCK
COLUMN
FEN-01
FEN-01
SCN-03
SCN-03
SCN-03
50
GATE
1240 850
200
1500
SCN-03
1500
400
ALUMINIUM
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GATE
400
1500
EQ
SCN-03 SCN-03
50
1500
EQ 200
200
6270
400 400
EQ EQ
6270
50
FEN-01
1800
FEN-01 1800 HIGH TIMBER PALLING FENCE
TYP. 400X 200 RENDERED BLOCKWORK
1500
RL
LEVEL 1
25800
BAL-02
1100
200
VARIES
6
A12.02
CL-01 - JAMES HARDIE
STRIA CLADDING
hello
upper
ground
2
1
4
3
6
5
10
9
900
600
LOCATION: MOUNTING HEIGHT TO BE
CONFIRMED ON SITE
ALUMINIUM POWDERCOATED SIGN WITH
CONTRASTING BLACK DIAGRAM AND TEXT
MOUNTED TO BLOCKWORK WALL USING
PROPRIETARY MASONRY SUITABLE
FIXINGS
ALL FIXINGS TO BE STAINLESS STEEL
7 8
*
FEN-01
1800
75
PROPRIETARY TIMBER
PALING FENCE- TIMBER
QUEENSLAND OR
APPROVED EQUIVALENT
REFER TO SCHEDULE
RL
GROUND
LEVEL
22800
PROPRIETARY SCREENING - THE
FENCE DEPOT OR APPROVED
EQUIVALENT
REFER TO SCHEDULE
1800
1500
1100
CL-01 CLADDING
PINE RAIL WITH NATURAL STAIN
CL-01 CLADDING
150
75MM STUD WALL
30
AWN
BAL-01
BAL-02
BD
CL-01
CL-02
COL
CL
DP
EG
FEN-01
FEN-02
FEN-03
MRS
SCN-01
SCN-02
SCN-03
SSH
WS
AWNING OVER DOOR
PROPRIETARY ALUMINIUM BALUSTRADE
CL-01 WALL BALUSTRADE
PWD SHARED ZONE BOLLARD
FC PLANK CLADDING
PAINTED FC GABLE END
COLUMN REFER TO STRUCTURAL ENGINEER'S DRAWINGS
CLOTHES LINE
DOWNPIPE
EAVES GUTTER
PROPRIETARY UNPAINTED TIMBER OVERLAPPED PALING FENCE
PROPRIETARY ALUMINIUM POWDERCOATED RAILING FENCE
PROPRIETARYALUMINIUM POWDERCOATED RAILING FENCE
METAL ROOF SHEETING
PROPRIETARY ALUMINIUM POWDERCOATED SCREEN TYPE 1
PROPRIETARY ALUMINIUM POWDERCOATED SCREEN TYPE 1
BIN STORE ALUMINIUM POWDERCOATED SCREEN
SHADE/PRIVACY SCREENING TO WINDOWS
WHEEL STOPS
REFER TO SPECIFICATION AND SCHEDULE
EXTERNAL LEGEND
1 : 50
FEN- 02 - POWDERCOATED ALUMINIUM
1 : 50
SCN-01 ALUMINIUM SCREEN
1 : 50
BAL-01 FRAMED ALUMINIUM
1 : 50
SCN - 02 - FRAMED ALUMINIUM SCREEN
1 : 50
BIN STORE FLOOR PLAN
REFER
1 : 50
A12.02
BIN STORE ELEVATION 2
8
8
REFER
1 : 50
A12.02
BIN STORE ELEVATION 1
9
9
REFER
1 : 50
A12.02
BIN STORE ELEVATON 3
10
10
FALL
FALL
FALL
FALL
1 : 50
BAL-02 -WALL BALUSTRADE
REFER
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SIGNAGE DETAIL - WAYFINDING
23
23
1 : 50
FEN - 01- TIMBER PALING FENCE
1 : 50
FEN -03 - POWDERCOATED ALUMINIUM
1 : 50
SCN 03 - FRAMED ALUMINIUM
PROPRIETARY BATTEN SYSTEM
ULLRICH ULLTRA BATTEN
UBEC5050 OR APPROVED
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REFER TO SCHEDULE
PROPRIETARY BATTEN
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APPROVED EQUIVALENT -
ALUMINIUM SCREENING
REFER TO SCHEDULE
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BAL-02 SECTION

SHR
A13.02
2
1
3
4
SHR
910
900
B01
TRH01
FW
HW
DR
WM
L
D
7.4
W
7.1
900 500
IW03
DR
150
600
900
2100
FFL
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BENCH
900
1200
CC
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SUPPLY AND INSTALL
DRYER MOUNT SUPPORT
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SH01
EW02
WC01
B01
CL02
TRH
700
TRH01
FRAMELESS
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AS
AS
SHN
MI
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CL02
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CC
150
600
900
2100
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SHR
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7
9
10
970
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900
FW 1:80
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DR
WM
WC01
SH01
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20090
1530
1610
900
IW03
700
FRAMELESS TOUGHENED
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CC
CL02
WC01
SH01
IW03
HOBLESS SHOWER
AS
AS
CC
CL02
B01
150
600
900
2000
FFL
CEILING
1200
SH01
MI
B01
HW
EW02 EW02
AS
AS
CC
CL02
SUPPLY AND INSTALL
BRACKET SUPPORT FOR
DRYER
B01
HW
DR
WM
900
IW01
IW01
EW02
DR
150
600
900
2000
FFL
CEILING
1200
AS
AS
CC
CL02
TR
TRH01
800
TIL-01
EW02
150
1200
900
2100
FFL
CEILING
WC01
CC
B01
SH01
FRAMELESS TOUGHENED
GLASS SHOWER SCREEN
SH01
EW02
CC
SH01
TR
WC01
TRH01
TIL-01
IW01
150
900
2100
FFL
CEILING
CC
800
TR
TRH01
WC01
IW01
TIL-01
CC
MI
B01
B
SHR
A13.02
11
12
13
14
SHR
900
SHR
900
CLEAR
2030
B01
FW
1:80
FALL
TRH01
TR
2050
500
ADJUSTABLE SHELF
BASIN WITH MIXER TYPE 1
BENCH TOP
CORNICE AS SPECIFIED
COAT HOOK
COOK TOP
DRYER
DISH WASHER
600mm GRAB/SHOWER RAIL
HOT WATER UNIT
KICK BOARD - AS SPECIFIED
LAUNDRY TUB
MIRROR
MICROWAVE
OPEN SHELF
WALL OVEN
RANGE HOOD
REFIGERATOR
AS
B01
B02
BT
CC
CH
CT
DR
DW
GR
HW
KB
LT
MI
MV
OS
OV
RH
REF
FIXTURE LEGEND:
SHOWER CURTAIN TRACK
STRIP/LINEAR DRAIN
SHOWER
SHOWER AND TAPWARE TYPE 1
SHOWER NICHE (350MMX 350MM)
SINK
COVED SKIRTING - MATCH FLOOR TILES
TOILET ROLL HOLDER STANDARD
TOILET ROLL HOLDER SEMI RECESSED
WATER CLOSET STANDARD
WATER CLOSET AMBULANT
WASHING MACHINE
SCT
SDR
SHR
SH01
SH02
SHN
SK
ST01
TRH01
THR02
WC01
WC02
WM
NOTES:
• REFER TO CONTRACT TECHNICAL SPECIFICATIONS
• ALL JOINERY DIMENSIONED FROM FINISHED FACE OF WALL
• DRAWINGS TO BE READ IN CONJUNCTION WITH CONTRACT DRAWINGS AND
CONFORM TO QUEENSLAND GOVERNMENT SOCIAL HOUSING GUIDELINES
REINFORCEMENT OF BATHROOM WALL PARTITIONS (RW):
PROVIDE NOGGINGS AND 12mm THICK PLYWOOD OR
APPROVED EQUIVALENT WITHIN THE DEPTH OF THE STUD
WHERE REQUIRED TO FACILTATE WALL REINFORCING FOR
POTENTIAL GOLD AND PLATINUM LEVEL GRABRAILS.
CIRCULATION SPACE
CLEAR CIRCULATION SPACE - AS PER QUEENSLAND
GOVERMENT DESIGN STANDARD FOR SOCIAL HOUSING
1 : 50
BATHROOM PLAN (UNIT-07)
REFER
1 : 50
A13.02
BATHROOM (UNIT-07) - ELEV. 1
1
1
REFER
1 : 50
A13.02
2
2
REFER
1 : 50
A13.02
3
3
REFER
1 : 50
A13.02
4
4
1 : 50
BATHROOM PLAN (UNIT-09)
REFER
1 : 50
A13.02
7
7
REFER
1 : 50
A13.02
BATHROOM (UNIT-09) - ELEV 2
8
8
REFER
1 : 50
A13.02
9
9
REFER
1 : 50
A13.02
10
10
REFER
1 : 50
A13.02
BATHROOM (UNIT-10) ELEV 1
11
11
REFER
1 : 50
A13.02
12
12
REFER
1 : 50
A13.02
13
13 REFER
1 : 50
A13.02
14
14
1 : 50
BATHROOM (UNIT-10)

KB
SK
AS AS
AS
AS
AS
AS
AS
IW02 IW02
AS
VOID
VOID
TIL-01
BROOM CUPBOARD -
MINIMUM 600mm
BR
CC
P
EQ EQ EQ 600 620 600
1595
470
750
250
600 1000
50mm RECESSED KB
AS AS
AS
ALLOCATION
FOR FRIDGE
TIL-01
KB
IW02
200
900
FFL
CEILING
900
1500
CC
2400
IW02
900 480 1920
EQ EQ EQ EQ
615
320
50mm RECESSED KB
AS
VOID
AS
AS
AS
AS
AS
VOID
AS
AS
TIL-01
IW02
IW02
KB
AS
200
900
FFL
CEILING
900
1500
BR
CC
2400
P
610 480 950 600 600 620
330
50mm RECESSED KB
IW02
TIL-01
ALLOCATION
FOR FRIDGE
AS
AS
KB
CC
CC
900 530 1030 590
AS
50mm RECESSED KB
A14.02
6
5
REF SK
CT
ALL KITCHEN JOINERY:
20mm BENCH OVERHANG
DOUBLE BULLNOSE EDGE
REFER TO TYPICAL
DETAIL
900 2390 620
3950
595
1020
600
620
615
2860
A14.02
8
KITCHEN
7
3080
REF
600
P
CT
SK
MW/O
BR
600
620
640
1400
900 1540 610
ADJUSTABLE SHELF
BENCH TOP
COAT HOOK
COOK TOP
DRYER
DISH WASHER
HOT WATER UNIT
LAUNDRY TUB
MIRROR
MICROWAVE
OPEN SHELF
WALL OVEN
RANGE HOOD
REFIGERATOR
AS
B01
B02
BT
CC
CH
CT
DR
DW
GR
HW
KB
LT
MI
MV
OS
OV
RH
REF
FIXTURE LEGEND:
STRIP/LINEAR DRAIN
SHOWER
SINK
WASHING MACHINE
SCT
SDR
SHR
SH01
SH02
SHN
SK
ST01
TRH01
THR02
WC01
WC02
WM
NOTES:
KITCHEN
P REF
A14.02
9
4
615
CT
SK
MW/O
BR
895
1550 600 600
4340
1900
600
3150
A13.02
7
P
REF
A14.02 13
10
1790
KITCHEN
BRM
CT
SK
MW/O
600 900
3960
620
620
1140
600
600
3020
REF
P
A14.02 15
14
2960
CT
SK
MW/O
620
600
615
1730
3620
900 1400 610
ALL KITCHEN
JOINERY: 20mm
BENCH OVERHANG
DOUBLE BULLNOSE
EDGE
REFER TO TYPICAL
DETAIL
VOID
AS
AS
AS
AS
AS
VOID
VOID
AS
AS
TIL-01
KB
595
CC CC
570
1000
IW01
IW02
600 600 900
460
770
250
200
RL
LEVEL 1
25800
200
900
FFL
CEILING
AS
TIL-01
AS
KB
900
1500
2400
BR
IW02 IW02
600 550 950 440
AS
600
330
50mm RECESSED KB
ALLOCATION
FOR FRIDGE
AS
AS
AS
AS
200
900
FFL
CEILING
900
1500
2400
BR
IW02
IW02
CC
600 900 530 1270 610
KB
TIL-01
330
EQ
EQ
EQ
50mm RECESSED KB
KB
AS
AS
AS
VOID
VOID
AS
AS
AS
AS
AS
AS
SKT
TIL-01
320
600 1160 600 600
1440
EQ EQ EQ
470
750
250
200
50mm RECESSED KB
ALLOCATION
FOR FRIDGE
AS AS
AS
SK
CT
TIL-01
IW01 IW01
CC
900 430 990 595
700
EQ
EQ
EQ
EQ
EQ
EQ
EQ
EQ
2020
50mm RECESSED KB
VOID
VOID
AS
AS
AS
AS
AS
AS
AS
200
900
FFL
CEILING
900
1500
2400
595 470 870 410 600 620
270
790
450
690
315
EQ
EQ
EQ
EQ
50mm RECESSED KB
KITCHEN REQUIREMENTS
RBC - WORK SURFACES: REMOVEABLE BASE
CABNET
AS - ADJUSTABLE SELVING AND SUPPORT -
ADJUST TO SUITABLE HEIGHT FOR INTENDED
TENNANT - REFER TO SOCIAL HOUSING
DESIGN GUIDELINES
REFER
1 : 50
A14.02
KITCHEN (UNIT-05 & 06) ELEV. 1
5
5
REFER
1 : 50
A12.01
KITCHEN (UNIT-05 & 06) ELEV. 2
6
6
REFER
1 : 50
A12.01
KITCHEN (UNIT-08) ELEV. 2
7
7
REFER
1 : 50
A14.02
8
8
1 : 50
KITCHEN PLAN (UNIT-05 & 06)
1 : 50
KITCHEN PLAN (UNIT-08)
1 : 50
1 : 50
1 : 50
REFER
1 : 50
A14.02
4
4
REFER
1 : 50
A14.02
9
9
REFER
1 : 50
A14.02
KITCHEN (UNIT-09) ELEV 1
10
10
REFER
1 : 50
A14.02
13
13
REFER
1 : 50
A14.02
14
14
REFER
1 : 50
A14.02
15
15
MW/O
P
BRM

OS
AS
TIL-01
1450
850
FFL
LT
850
LT
906
DR
WM
OS
A14.03
5
6
LINE OF OS
BR
LT
L
WM DR
A14.03
7
8
LINE OF OS
LT
LT
OS
TIL-01
900
WM
DR
A14.03 21
20
ROBE
LINEN
HANGING ROD
1110
600
400
890
AS
AS
AS
KB
1110 600 400 890
AS
AS
KB
AS AS
AS
AS
200
1800
FFL
HANGING
ROD
A14.03
23
24
W/D
A14.03
18
LINE
OF
OS
LT
1500
2295
WM
OS
LT
200
1600
FFL
500 1000
TIL-01
AS
740
DR
850
OS
AS
600
50mm RECESSED KB
ADJUSTABLE SHELF
BENCH TOP
COAT HOOK
COOK TOP
DRYER
DISH WASHER
HOT WATER UNIT
LAUNDRY TUB
MIRROR
MICROWAVE
OPEN SHELF
WALL OVEN
RANGE HOOD
REFIGERATOR
AS
B01
B02
BT
CC
CH
CT
DR
DW
GR
HW
KB
LT
MI
MV
OS
OV
RH
REF
FIXTURE LEGEND:
STRIP/LINEAR DRAIN
SHOWER
SINK
WASHING MACHINE
SCT
SDR
SHR
SH01
SH02
SHN
SK
ST01
TRH01
THR02
WC01
WC02
WM
NOTES:
A14.03
2
1
ROBE
L
HANGING ROD
890 890 1790
EQ EQ
AS
AS
AS
890 890 1780
HANGING
ROD
KB KB
AS
AS
AS
AS
AS
AS
890 880
AS
AS
200
1800
FFL
550
AS
AS
50mm RECESSED KB
A14.03
11
12
560
LINEN
HANGING ROD
700 1190 630
AS
AS
AS
AS
AS
AS
LINEN
630
1190
700
HANGING
ROD
KB KB
AS
AS
TYP. MELAMINE BOARD AND
SELVES - REFER TO
SPECIFICATIONS
200
1800
FFL
AS
560
50mm RECESSED KB
A14.03
18
17
BR
HW
654
641
680
601
EC
HW
641
654 601
2100
FFL
EC
HW
BR
2100mm HIGH MELAMINE
BOARD BACKING - NO
TOP BOARD
A14.03
26
600
14
690
AS
AS
AS
AS
KB
50mm RECESSED KB
AS
AS
KB
550
AS
50mm RECESSED KB
ROBE
A14.03
29
30
LINEN
HANGING ROD
1290
450
880
900
AS
AS
KB
900 880 450 1290
AS
AS
AS
AS
AS
AS
HANGING
ROD
AS
AS
AS
AS
200
1800
FFL
KB
550
50mm RECESSED KB
OS
200
1500
FFL
850
550
LT
1500
EQ
EQ
300
A14.03
32
33
550
900 900
HANGING ROD AS
AS
AS
200
1800
FFL
550
KB
50mm RECESSED KB
AS
AS
AS
AS
KB
900 900
HANGING
ROD
AS
AS
AS
AS
KB
620
REFER
1 : 50
A14.03
LDRY (UNIT-03) - ELEV 1.
5
5
REFER
1 : 50
A14.03
LDRY (UNIT-03) - ELEV 2
6
6
1 : 50
LDRY (UNIT-03)
1 : 50
LDRY PLAN (UNIT-04)
REFER
1 : 50
A13.01
LDRY (UNIT-04) - ELEV 1
7
7
1 : 50
LINEN & ROBE CPBD (UNIT-09)
REFER
1 : 50
A14.03
LINEN CPBD (UNIT-09) ELEV. 1
21
21
1 : 50
LDRY PLAN (UNIT-10)
REFER
1 : 50
A14.03
LDRY (UNIT-10) ELEV 1.
23
23 REFER
1 : 50
A14.03
LDRY (UNIT-10) 2.
24
24
1 : 50
ROBE PLAN 1-6,9,10
REFER
1 : 50
A14.03
ROBE (UNIT 1-6,9-10) ELEV. 1
1
1
REFER
1 : 50
A14.03
ROBE (UNIT 1-6,9,10) ELEV. 2
2
2
1 : 50
ROBE& LINEN (UNIT 7,8 MIRRORED)
REFER
1 : 50
A14.03
ROBE& LINEN (UNIT 7,8 MIRRORED) ELEV. 1
11
11
REFER
1 : 50
A13.02
ROBE& LINEN (UNIT 7,8 MIRRORED) ELEV. 2
12
12
1 : 50
BROOM, HOTWATER & EC CPBD (UNIT 10)
REFER
1 : 50
A14.03
BROOM CPBD (UNIT 10) ELEV. 1
17
17
REFER
1 : 50
A14.03
BROOM CPBD (UNIT 10) ELEV. 2
18
18
1 : 50
LINEN CPBD( UNIT 7, 8)
1 : 50
LINEN CPBD (UNIT 7,8) ELEV.2
REFER
1 : 50
A14.03
LINEN & ROBE CPBD (UNIT -09) ELEV. 2
20
20
1 : 50
LINEN & ROBE CPBD (UNIT 10)
REFER
1 : 50
A14.03
LINEN & ROBE CBPD ( UNIT 10 ) ELEV. 1
29
29
REFER
1 : 50
A14.03
LINEN & ROBE CBPD (UNIT 10) ELEV. 2
30
30
REFER
1 : 50
A14.03
LDRY (UNIT- 04) - ELEV 2
8
8
1 : 50
TYPICAL ROBE (UNIT 1, 2, 3, 4, 5 & 6)
REFER
1 : 50
A14.03
WARDROBE ELEV. 2
32
32
REFER
1 : 50
A14.03
ROBE ELEV. 1
33
33
AS - ADJUSTABLE SELVING AND SUPPORT - ADJUST TO SUITABLE HEIGHT FOR
INTENDED TENNANT - REFER TO SOCIAL HOUSING DESIGN GUIDELINES
REFER
1 : 50
A13.02
LINEN CPBD (UNIT 7,8) ELEV. 1
14
14

SCALE (@ A1)
CHECKED BY
TITLE
PROJECT NUMBER
CLIENT
PROJECT
DRAWING NUMBER REV
DRAWN BY DATE
STATUS PURPOSE OF ISSUE
CODE SUITABILITY DESCRIPTION
9/03/2022
8:25:34
PM
renders
001
Blossum House
RG
RG
A100.5
RG 03/02/22
Rev Description Date

SCALE (@ A1)
CHECKED BY
TITLE
PROJECT NUMBER
CLIENT
PROJECT
DRAWING NUMBER REV
DRAWN BY DATE
9/03/2022
8:25:50
PM
renders 2
001
Blossum House
RG
RG
A100.6
RG 03/02/22

1
2
4
5
7
15
17
LIFT
18
3000
6651
10301
13301
5004
19
5000
20
5000
21
5000
22
5000
3500
WA-1
WA-1
SF-2
SF-1
CLM-01
WA-1
WA-1
WA-1
WA-1
WA-1
CLM-01
CLM-01
SF-1
LT
28544
13607
SCALE (@ A1)
CHECKED BY
TITLE
PROJECT NUMBER
CLIENT
PROJECT
DRAWING NUMBER REV
DRAWN BY DATE
1 : 100
9/03/2022
8:25:57
PM
Lower Ground Plan
001
Blossum House
RG
RG
A101
RG 02/13/22
1 : 100
lower ground
1
REFUSE

1
2
4
3000
5
7 7
15 15
5004
28504
5152
ELECTRONICS STORE
CAFE
DRIVEWAY
MAIN
ENTRANCE
REAR ENTRANCE
DRIVEWAY
17
91.86m2
24.96m2
18
19 19
20 20
21 21
22 22
SF-1
SF-2
SF-2
?
FEN-
01
SF-1
DR- 1
GT-1
DR- 1
WA-1
SF-1
WA-1
D-2
DRW-1
DR-02
SK-1
SK-1
CF-1
CF-1
REF
WA-1
WA-1
BC-0
BC-0
LT
SLD
SLD
SLD
SLD
SLD
SLD
SLD
SLD
SLD
SLD
OV/C OV/C
OV/C
OV/C OV/C
GALLERY
DRIVEWAY
DWN
UTL
COMMS
STAIRWELL
A119
1
1
A129
A129
2
5
3
4
A130
2 A130 3
A130
1
4
A130
A117
1
A118
1
A120 2
FFL
150
1200
2100
900
CEILING
FFL
150
1200
2100
900
CEILING
SCALE (@ A1)
CHECKED BY
TITLE
PROJECT NUMBER
CLIENT
PROJECT
DRAWING NUMBER REV
DRAWN BY DATE
1 : 100
9/03/2022
8:26:20
PM
Ground Plan
001
Blossum House
RG
RG
A102
RG 02/23/22
1 : 100
Ground
1

chim
ney
1
2
4
5
7
15
LIVING ROOM
STUDY
DINING
KITCHEN
BATH
L'DRY
MBATH
W/C
BEDROOM 1
BEDROOM 2
MASTERBED
LIFT
Robe
Robe
Balcony
STAIRWELL
COMMS
9.40m2
5.36m2
13.40m2
17.63m2
11.81m2
8.51m2
6.71m2
8.82m2
16.63m2
8.82m2
11.41m2
42.40m2
32.40m2
5004
3000
17
3650
3652
UNIT 1
18
19
20
21
22
WA-1
WL-02
WA-1
WL-02
WL-02
UTL
WA-1
WA-1
WL-02
WA-1
WA-1
WA-1
WA-1
BS1
MIR
TRH TR
GTR
W/C
LINEN
ROBE
LINEN
W/D
TRH TR
W/C
GTR BS1
MIR
REF MO
MO
M/O
CK
BS1
MIR
GTR
TV
W/C SF-2
Desk LINEN
P
5525
3895
1098
1102
3222
4475
1837
1802
602
1096
1500
620
1702
722
WA-1
WL-02
WL-02
WL-02
WA-1
WL-02
L10
L10
L10
L10
L10
L10
L10
DR-02
L10
L10
L10
L10
LV-1
LV-1
LV-1
LV-1
LV-1
LV-1
L10
LV-1
L10
L10
LV-1
L10
L10
D-2
SLD-01
SLD-01
D-2
DR-02
SLD-01
SLD-01
SLD-01
SLD-01
SF-1
SLD-01
A127
5
6 8
7
A127
10
A127
4
3
2
1
12
13
A127
14
A127
15
A127
A128
1
2
3
4
5
A128
A128
7
9
8
6
10
A128
A128
11
14
13
-
12
A128
A128
16
18
17
19 20
A128
A117
1
5000
5000
5000
5000
3500
876
1164
734
300
3775
300
326
1500
1802
1500
1332
583
2825 3000 2832
1020
4000
1680
700
1754
700
248
700
325
700
700
275
325
700
4016
659
1725
700
574
700
1942
3541
659
700
655
1295
628 700
6
9
5
6
0
0
6
3
6
5
0
5
4
4
6
9
11
2
A132
SCALE (@ A1)
CHECKED BY
TITLE
PROJECT NUMBER
CLIENT
PROJECT
DRAWING NUMBER REV
DRAWN BY DATE
1 : 75
9/03/2022
8:34:51
PM
Level 1
001
Blossum House
RG
Checker
A103
RG 02/23/22
1 : 75
Level 1
1

- -
1
2
4
5
7
15
17
18
19
20
21
22
LIFT
COMMS
ROBE
LINEN
WA-1
WA-1
WA-1
WA-1
WA-1
L10
GTR
BS1
MIR
D-2
W/C SHR
TR
TRH
REF
P
MW/O
CK
SNK 1
SK-1
BED 1
13.50m2
7.81m2
BATH 1
TRH
W/C
SHW
UTL
BS1
MIR
LINEN
ROBE
BED 1
12.48m2
BED 2
12.48m2
ROBE
LINEN
CPBD DR
W+
O/C
ROBELINEN
CPBD
O/C
DR
W+
BED 2
11.45m2
DESK
DESK
DESK
SNK 1
P
REF CK
MW
/O
CK
DR-02
L10
L10
L10
WA-1
LV-1
L10
LV-1
LV-1
LV-1
LV-1
LV-1
LV-1
L10
LV-1
L10
LV-1
L10
L10
L10
L10
L10
L10
L10
L10
SLD-01
SLD-01
SLD-01
SLD-01
SLD-01
SLD-01
D-3
SLD-01
SLD-01
SLD-01
A127 3
A127.5
3
1
2
4
5
A127.5
6
A127.5
A127.5
8
9
7
A128
1
1
A124
659
3541
659
10
SCALE (@ A1)
CHECKED BY
TITLE
PROJECT NUMBER
CLIENT
PROJECT
DRAWING NUMBER REV
DRAWN BY DATE
1 : 100
9/03/2022
8:35:51
PM
Level 2,3,4,5,6
001
Blossum House
RG
Checker
A104
RG 02/23/22
1 : 100
Level 2,3,4,5,6
1

-
-
-
---
-
---
166
181
185
1
2
4
5
7
15
-
---
-
---
17
18
19
20
21
22
A119
1
A118
1
SS
SS
SS
SS
SS
SS
SS
9
11
SCALE (@ A1)
CHECKED BY
TITLE
PROJECT NUMBER
CLIENT
PROJECT
DRAWING NUMBER REV
DRAWN BY DATE
1 : 100
9/03/2022
8:36:24
PM
RCP 1
001
Blossum House
RG
RG
A110
RG 02/23/22
1 : 100
Ground
1

- -
- -
1
2
4
5
7
15
17
18
19
20
21
22
A127.5
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
1
2
4
5
7
15
17
18
19
20
21
22
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
SCALE (@ A1)
CHECKED BY
TITLE
PROJECT NUMBER
CLIENT
PROJECT
DRAWING NUMBER REV
DRAWN BY DATE
1 : 100
9/03/2022
8:36:50
PM
RCP 2
001
Blossum House
RG
RG
A111
RG 02/23/22
1 : 100
Level 1
1
1 : 100
Level 2,3,4,5,6
2

-
- -
-
-
- -
-
-
---
-
---
1
2
4
5
7
15
-
---
-
---
-
---
-
---
-
---
17
18
19
20
21
22
A119
1
A117
1
A120 2 SS
SCALE (@ A1)
CHECKED BY
TITLE
PROJECT NUMBER
CLIENT
PROJECT
DRAWING NUMBER REV
DRAWN BY DATE
1 : 100
9/03/2022
8:37:00
PM
RCP 3
001
Blossum House
RG
RG
A113
RG 02/23/22
1 : 100
Level 7
1

Level 1
0
Ground
-3200
-
---
-
---
-
--- -
---
Level 2,3,4,5,6
2800
Level 3
5600
Level 4
8400
Level 5
11200
Level 6
14000
Level 7
16800
-
---
1
2
4 17
18
ROOF
20000
acr-01
acr-01
LV-1
LV-1
LV-1
LV-1
LV-1
LV-1
LV-1
LV-1
LV-1
LV-1
LV-1
LV-1
LV-1
LV-1
LV-1
LV-1
LV-1
LV-1
L10
L10
L10
L10
L10
DRW-1 BIF-01
WA-1
FEN-
01
WA-1
WA-1
H11
H11
3
A132
SCALE (@ A1)
CHECKED BY
TITLE
PROJECT NUMBER
CLIENT
PROJECT
DRAWING NUMBER REV
DRAWN BY DATE
1 : 100
9/03/2022
8:28:06
PM
ELEVATION
001
Blossum House
RG
RG
A119
RG 02/23/22
1 : 100
1 - b1
1

Level 1
0
Ground
-3200
-
---
Level 2,3,4,5,6
2800
Level 3
5600
Level 4
8400
Level 5
11200
Level 6
14000
Level 7
16800
lower ground
-6400
5 7 15
19 20 21 22
ROOF
20000
L10 L10
L10
L10 L10 L10
L10
L10
L10
L10
L10
L10
L10 L10 L10
L10 L10 L10 L10
L10
L10
L10
L10
L10
L10
L10
L10
L10 L10 L10 L10
L10 L10 L10 L10
L10
L10
L10 LV-1
LV-1
LV-1
LV-1 L10 LV-1
L10
LV-1
L10
LV-1
L10
LV-1
L10 LV-1 L10 LV-1
L10 LV-1 L10 LV-1
L10 LV-1
L10 LV-1
L10 LV-1 L10 LV-1
L10
L10
L10
L10
L10
L10
WA-1
WA-1
WA-1
WA-1
WA-1
WA-1
R01
R01
R01
R01
R01
R01
WA-1
H11 H11
H11 H11 H11 H11 H11 H11 H11
H11
H11 H11 H11 H11 H11
H11
RF-01
RF-01
F10 F10
GT-1
L10
BIF-01 BIF-01
LV-1
LV-1
DRW-1
MET-01
MET-01
SCALE (@ A1)
CHECKED BY
TITLE
PROJECT NUMBER
CLIENT
PROJECT
DRAWING NUMBER REV
DRAWN BY DATE
1 : 100
9/03/2022
8:29:02
PM
ELEVATION
001
Blossum House
RG
RG
A120
RG 02/23/22
1 : 100
7 - a
2

Level 1
0
Ground
-3200
-
---
Level 2,3,4,5,6
2800
Level 3
5600
Level 4
8400
Level 5
11200
Level 6
14000
Level 7
16800
lower ground
-6400
5
7
15 19
20
21
22
ROOF
20000
L10
LV-1
LV-1
L10
L10
LV-1
LV-1
L10
L10 L10
L10
L10
L10
L10
L10
L10
L10
L10
L10
L10
L10
L10
L10 L10
L10
L10
L10
L10
L10
L10
L10 L10
L10 L10
L10
L10
L10
L10
L10
L10
R01
R01
R01
R01
R01
R01
R01
R01
R01
R01
R01
LT
SCALE (@ A1)
CHECKED BY
TITLE
PROJECT NUMBER
CLIENT
PROJECT
DRAWING NUMBER REV
DRAWN BY DATE
1 : 100
9/03/2022
8:30:07
PM
SECTION 1
001
Blossum House
RG
Checker
A121
RG 02/23/22
1 : 100
Section 13
1

Level 1
0
Ground
-3200
-
---
Level 2,3,4,5,6
2800
Level 3
5600
Level 4
8400
Level 5
11200
Level 6
14000
Level 7
16800
lower ground
-6400
-
---
-
---
1 2 4
-
---
-
---
-
---
-
---
-
---
17 18
ROOF
20000
SCALE (@ A1)
CHECKED BY
TITLE
PROJECT NUMBER
CLIENT
PROJECT
DRAWING NUMBER REV
DRAWN BY DATE
1 : 100
9/03/2022
8:30:53
PM
SECTION 2
001
Blossum House
RG
RG
A122
RG 02/23/22
1 : 100
Section 14
1

-
-
---
-
1
2
4
5
7
15
17
18
19
20
21
22
A119
1
A127
5
6 8
7
A127
10
A127
4
3
2
1
12
A128
1
2
3
4
A128
7
9
8
6
A128
11
14
13
-
A128
16
18
17
19
A118
1
chim
ney
LIVING ROOM
STUDY
DINING
KITCHEN
BATH
L'DRY
MBATH
W/C
BEDROOM 1
BEDROOM 2
MASTERBED
LIFT
Robe
Robe
Balcony
STAIRWELL
COMMS
9.40m2
5.36m2
13.40m2
17.63m2
11.81m2
8.51m2
6.71m2
8.82m2
16.63m2
8.82m2
11.41m2
42.40m2
32.40m2
5004
3000
3650
3652
UNIT 1
WA-1
WL-02
WA-1
WL-02
WL-02
UTL
WA-1
WA-1
WL-02
WA-1
WA-1
WA-1
WA-1
BS1
MIR
TRH TR
GTR
W/C
LINEN
ROBE
LINEN
W/D
TRH TR
W/C
GTR BS1
MIR
REF MO
MO
M/O
CK
BS1
MIR
GTR
TV
W/C SF-2
Desk LINEN
P
5525
3895
1098
1102
3222
4475
3775
1837
1802
602
1096
1500
620
1702
722
WA-1
WL-02
WL-02
WL-02
WA-1
WL-02
L10
L10
L10
L10
L10
L10
L10
DR-02
L10
L10
L10
L10
LV-1
LV-1
LV-1
LV-1
LV-1
LV-1
L10
LV-1
L10
L10
LV-1
L10
L10
D-2
SLD-01
SLD-01
D-2
DR-02
SLD-01
SLD-01
SLD-01
SLD-01
SF-1
SLD-01
9
11
SCALE (@ A1)
CHECKED BY
TITLE
PROJECT NUMBER
CLIENT
PROJECT
DRAWING NUMBER REV
DRAWN BY DATE
1 : 75
9/03/2022
8:31:24
PM
Apartment plans
001
Blossum House
RG
RG
A123
RG 02/23/22
1 : 75
Level 1 Copy 1
1

-
A128
-
-
15
-
-
1
2
15
17
21
22
A119
1
A127.5
8
9
7
A128
1
10
SK-1
BS1
W/C TL-01
SHW-01
GTR
SLD-01
MIR
SK-01
WA-1
L10
LV-1
L10
LV-1
LV-1
LV-1
L10
L10
L10
LV-1
LV-1
LV-1
L10
LV-1
L10
LV-1
LT
SLD-01
SLD-01
SLD-01
D-2
SLD-01
WL-02
D-2
WL-02
SLD-01
SLD-01
D-3
D-4
D-2
TR
TRH
DESK
SLD-01
SCALE (@ A1)
CHECKED BY
TITLE
PROJECT NUMBER
CLIENT
PROJECT
DRAWING NUMBER REV
DRAWN BY DATE
1 : 50
9/03/2022
8:31:35
PM
Apartment Plans
001
Blossum House
RG
RG
A124
RG 03/02/22
1 : 50
Unit 2,4,6,8,10
1
LINEN
W/D
P
CK
REF M/O
DESK
LINEN ROBE
ROBE
LINEN
COMMS
UTL

1
2
5
7
17
19
20
A127.5
3
1
2
4
LIFT
LINEN
7.81m2
BATH 1
TRH
W/C
SHW
UTL
BS1
MIR
LINENROBE
BED 1
12.48m2
BED 2
12.48m2
ROBE
LINEN
CPBD DR
W+
O/C
DESK
SNK 1
P
REF CKMW
/O
CK
DR-02
L10
L10
L10
WA-1
LV-1
L10
L10
L10
L10
L10
SLD-01
SLD-01
SLD-01
SLD-01
SLD-01
SCALE (@ A1)
CHECKED BY
TITLE
PROJECT NUMBER
CLIENT
PROJECT
DRAWING NUMBER REV
DRAWN BY DATE
1 : 75
9/03/2022
8:31:45
PM
Apartment Plans
001
Blossum House
RG
RG
A125
RG 03/02/22
1 : 75
Level 2,3,4,5,6 babab
1

KB
CC
CC
KB
W/C
MIR
BS1
SK-01
L10
KB
CC
MIR
TL-01
BS1
SLD-01
GTR
W/C
SLD-01
MIR
BS1
SK-01
KB
CC
1
A122
W/C
TR
KB
CC
MIR
2
KB
CC
MIR
BS1
SK-01
GTR
TL-01
CC
W/C
TR
TRH
MIR
2
TR
TRH
W/C
TL-01
SHR-01
MX-01
KB
CC
Level 1
0
Level 2,3,4,5,6
2800
MX-01
SHR-01
TR
TL-01
BS1
MIR
LV-1
KB
CC
CC
KB
BS1
GTR
TL-01
MIR
19
A127
5
6 8
7
GTR
MIR
BS1
WL-02
SK-01
A127
10
12
9
11
GTR
MIR
SK-01 BS1
MX-01
SHR-01
TR
TRH
W/C
300
400
700
450
A127
4
3
2
1
GTR
MIR
BS1
SHR-01
MX-01
W/C
TRH
TR
700
400
300
450
Level 1
0
1
A122
BS1
SK-01
MIR
LV-1
MX-01
TR
SHR-01
2
W/C
TRH
TR
TL-01
SHR-01
MX-01
CC
KB
SCALE (@ A1)
CHECKED BY
TITLE
PROJECT NUMBER
CLIENT
PROJECT
DRAWING NUMBER REV
DRAWN BY DATE
As indicated
9/03/2022
8:31:59
PM
wet areas
001
Blossum House
RG
RG
A127
RG 02/23/22
1 : 50
Guest Bathroom (E. 1)
5 1 : 50
6 1 : 50
7 1 : 50
8
1 : 50
Bathroom 1 (E.3)
10
1 : 50
Bathroom 1( E.2)
12
1 : 50
Bathroom 2, (E4)
1
1 : 50
Bathroom 2,(E2)
2
1 : 50
Bathroom 2, (E2)
3
1 : 50
Bathroom 2,( E1)
4
1 : 25
Unit 1, Guest Bathroom
13
1 : 25
Unit 1, Bathroom 1
14
1 : 25
Level 1 - Callout 3
15
1 : 50
Bathroom 1 (E.1)
9
1 : 50
Bathroom 1 (E.4)
11
FFL
150
900
1200
2100
2800
FFL
150
900
1200
2100
2800
FFL
150
900
1200
2100
2800
FFL
150
900
1200
2100
2800
FFL
150
900
1200
2100
2800
FFL
150
900
1200
2100
2800

KB
W/C TRH
BS1
SK-01
MIR
KB
BS1
SK-01
MIR
CC
SHR-01
MX-01
TL-01
W/C
MIR
TL-01
A127.5
3
1
2
4
TRH MIR
BS1
SK-01
W/C
1500
300
525
SLD-01
444
1500
1742
450
300
A127.5
8
9
7 10
GTR
SK-01
BS1
MIR
W/C
TRH TR
MX-01
300
1310
400
1250
1100
700
450
TR
W/C TL-01
MIR
CC
KB
TR
W/C
TRH
TL-01
CC
KB KB
GTR
MIR
BS1
TL-01
CC
MIR
KB
LV-1
TL-01
CC
TL-01
SCALE (@ A1)
CHECKED BY
TITLE
PROJECT NUMBER
CLIENT
PROJECT
DRAWING NUMBER REV
DRAWN BY DATE
As indicated
9/03/2022
8:32:07
PM
wet areas
001
Blossum House
RG
RG
A127.5
RG 03/02/22
1 : 50
Bathroom 1, (E1)
1 1 : 50
Bathroom 1, (E2)
2 1 : 50
Bathroom 1, (E3)
3 1 : 50
Bathroom 1,(E4)
4
1 : 25
Unit 2,3,4,5,6,7,8,9,10,11( Plan)
5
1 : 25
Unit 2,3,4,5,6,7,8.9.10,11(Plan)
6
1 : 50
Bathroom 2,(E1)
7 1 : 50
Bathroom 2. ,(E2)
8 1 : 50
Bathroom 2 , (E3)
9 1 : 50
Bathroom 2. (E4)
10
FFL
150
900
1200
2100
2800
FFL
150
900
1200
2100
2800
FFL
150
900
1200
2100
2800
FFL
150
900
1200
2100
2800

2438
2489
2100
794 910
1980
2145
670
2110
1510
2110
1959
1284
1043
2071
SCALE (@ A1)
CHECKED BY
TITLE
PROJECT NUMBER
CLIENT
PROJECT
DRAWING NUMBER REV
DRAWN BY DATE
1 : 50
9/03/2022
8:32:12
PM
schedule 1
001
Blossum House
RG
RG
A127.6
RG 03/07/22
1 : 50
doors legends
Keynote Legend
Key Value Keynote Text
acr-01
BC-0
BIF-01
BS1
BS2
CC
CF-1
CLM-01
CT
D-2
D-3
D-4
DR-02
DR- 1
DRW-1
F10
FA-01
FEN- 01
GT-1
GTR
H11
KB
L10
LT
LV-1
MET-01
MIR
MO
MX-01
OV
R01
REF
RF-01
SF-1
SF-2
SHR-01
SHW-01
SK-1
SK-01
SLD
SLD-01
SNK 1
TL-01
TR
TRH
TV
W/C
WA-1
WL-02
1 : 50
window legend

MO
OV
REF
CT CT
-
---
2
SNK 1
CT
SNK 1
OV
MO
REF
-
---
2
21
A128
1
2
3
4
REF M/O
CT
O/C
SNK 1
?
SK-1
620
860
1
A121
AS
AS
AS
AS
AS
AS
EQ
EQ
EQ
EQ
EQ
EQ
EQ
EQ
EQ
EQ
EQ
EQ
EQ
EQ
AS
AS
AS
AS
AS
AS
20
-
---
-
---
-
---
-
---
-
---
17
1
A121
AS
AS
AS
AS
AS
AS
17
20
A128
7
9
8
6
1
A121
1800
2
A128
-
-
15
-
2
A128
11
14
13
-
Level 1
0
AS
TL-01
AS
2
AS
AS
WS
DR
BS2
Level 1
0
-
-
-
-
-
A128
16
18
17
19
2280
725
601
2881
1502
SCALE (@ A1)
CHECKED BY
TITLE
PROJECT NUMBER
CLIENT
PROJECT
DRAWING NUMBER REV
DRAWN BY DATE
As indicated
9/03/2022
8:32:21
PM
joinery details
001
Blossum House
RG
RG
A128
RG 02/23/22
1 : 50
Elevation 8 - a
1 1 : 50
Elevation 6 - d
2 1 : 50
Elevation 6 - c
3 1 : 50
Elevation 6 - b
4
1 : 25
Level 1 - Callout 4
5
1 : 50
CBD, (ELEV. 1)
6 1 : 50
CBD, (ELEV.2)
7 1 : 50
CBD, (ELEV.4)
8
1 : 50
CBD, ( ELEV.3)
9
1 : 25
Level 1 - Callout 5
10
1 : 50
L'DRY, (ELEV.1).
11
1 : 25
Level 1 - Callout 6
12
1 : 50
L'DRY, (ELEV.2 )
13 1 : 50
L'DRY, (ELEV.3)
14 1 : 50
L'DRY, (ELEV.4).
15
1 : 50
Study - (Elev.1)
16 1 : 50
Study - (Elev.2)
17 1 : 50
Study -(Elev.3)
18 1 : 50
Study -(Elev.4).
19
1 : 25
Level 1 - Callout 7
20
FFL
200
900
1500
2400
CEILING
FFL
150
900
1200
2100
2800
FFL
200
850
2400
CEILING
FFL
150
900
2100
2800
2050
FFL
200
900
1900
CEILING
FFL
150
900
1200
2100
2800
1300
AS
AS
FFL
200
900
CEILING
FFL
150
900
1200
2100
2800
1500

19
A129
2
5
3
4
7322
8618
609
605
733
273
1131
601
722
1330
2217
SCALE (@ A1)
CHECKED BY
TITLE
PROJECT NUMBER
CLIENT
PROJECT
DRAWING NUMBER REV
DRAWN BY DATE
1 : 50
9/03/2022
8:32:30
PM
joinery details 2
001
Blossum House
RG
RG
A129
RG 03/02/22
1 : 50
ELECTRONICS SHOP
1
1 : 50
Shopfront (E.1)
2
1 : 50
Shopfront (E.2)
3
1 : 50
Shopfront ( E.3)
4
1 : 50
Shopfront ( E.4)
5
ELECTRONICS SHOP
6
FFL
200
900
CEILING
FFL
200
900
1300
2100
2800
1300
FFL
200
900
CEILING
FFL
200
900
1300
2100
2800
1300
FFL
200
900
CEILING
FFL
200
900
1300
2100
2800
1300
FFL
200
900
CEILING
FFL
200
900
1300
2100
2800
1300
FFL
200
900
1300
2100
2800
FFL
200
900
1300
2100
2800
FFL
200
900
1300
2100
2800
FFL
200
900
1300
2100
2800

AS
AS
AS
AS
AS
AS
AS AS AS
AS AS
AS
AS
AS AS AS AS
Ground
-3200
AS
AS AS
AS
A130 5
6
7
8
150
AS AS AS AS
AS
AS
AS
AS
SCALE (@ A1)
CHECKED BY
TITLE
PROJECT NUMBER
CLIENT
PROJECT
DRAWING NUMBER REV
DRAWN BY DATE
As indicated
9/03/2022
8:32:39
PM
Joinery Detail 3
001
Blossum House
RG
RG
A130
RG 03/02/22
1 : 50
Shopfront, (E.7)
1
1 : 50
Shopfront, (E.5)
2 1 : 50
Shopfront, (E.6)
3
1 : 25
Cafe
4
1 : 50
Cafe, (E.1)
5 1 : 50
Cafe, (E.2)
6
1 : 50
Cafe, (E.4)
7
FFL
200
900
CEILING
FFL
200
900
1300
2100
2800
1300
FFL
200
900
1300
2100
2800

Level 5
11200
Level 6
14000
Level 7
16800
1
1
SHS
SHS
FACADE
SCALE (@ A1)
CHECKED BY
TITLE
PROJECT NUMBER
CLIENT
PROJECT
DRAWING NUMBER REV
DRAWN BY DATE
As indicated
9/03/2022
8:32:45
PM
screen details
001
Blossum House
RG
RG
A132
RG 02/23/22
1 : 25
FACADE FRONT
1
1 : 10
PLAN PROFILE
2 FACADE JUNCTION
1 : 25
SIDE PROFILE
3
LBRACKET
INTERLOCK
JUNCTION
SHS
LBRACKET
INTERLOCK
JUNCTION
SHS
slab

1
2
4
5
7
15
17
19
20
21
22
500
500
600
A118
1
1
2
4
5
7
15
20
21
22
500
500
600
597
Depression in slab -300
slab cut out for lift shaft
A118
1
SCALE (@ A1)
CHECKED BY
TITLE
PROJECT NUMBER
CLIENT
PROJECT
DRAWING NUMBER REV
DRAWN BY DATE
1 : 100
9/03/2022
8:32:52
PM
slab setout plan
001
Blossum House
RG
RG
A133
RG 02/23/22
1 : 100
slab set out plan lv2,3,4,5,6
1 1 : 100
Slab set out plan- lvl 1
2

Construction documentation
-uni example

A
Scale at A1
Course Code
Group No./Name
Due Date
Project number
Imaginary School of
Architecture - COVE
10/Tecktonics
BLDG3220
Coordinator Chris Landorf
10 November, 2016
Assignment 3
Project Name
Client
The University of
Queensland
Sheet Title
Project Logo
Sheet Number
1 : 100
No. Description Date
1 : 100
Basement
1
PLANT ROOM
UP
MAINTAINANCE
ROOM
STORAGE
PWD
TLS
MALE TOILET
TLS
FEMALE TOILET
TLS
D03 D03
D08
D08
D08
D08
D08
D05
LIFT LIFT
CLM1
CLM1
WT4
WT4
UR UR
TL ATL
ATL
TL
TL
TL
DTL
WB WB WB WB
WB WB WB WB
WT5
WB
D06
1
2
3
4
5
6
7
8
9
10
11
12
13
11
15
16
17
18
19
20
21
22
23
24
25
UP
D01
WT4
FIRE STAIR
CONC
FHR
B1
1
2
3
4
5
6
7
8
9
10
11
12
13
11
15
17
18
19
20
21
22
23
24
25
26
16
UP
D01
FIRE STAIR
CONC
CLM1
FHR
CLM1
CLM1
CLM1
CLM1
WORKSHOP
AREA 220m2 CONC
A
F
C
D
E
B
-
A1CD.305
A1CD.305.1
B
C
D
0
0
0
1
0
8
9
6
7340
0
7
6
5
0
7
1
8
2400
210
9880
1670
210
2300
210
3540
210
3540
N
210
5440
210
5420
210
2400
286
10490
3280
210
1300
3250
2680
3250
1200
3000
5330
286
3910
200
A1CD.305
1 4
2 3
6600 0
5
6
6 0
0
0
7
286
2950
286 10500 210 286
WT3
WT4
CLM1 CLM1
286
5900
210
6040
210
7620
210
D04 D04
CLM1
WT4
Basement Plan
FHR Fire Hydrant Reel
WT4 210mm Thick
200 Core-Filled Concrete Block
10mm Concrete Render - External Clad
10mm Gyprock Aquachek - Internal Clad
WT3 190mm Thick
Retaining Earth on Basement and
GroundLevels
Concrete Blockwork Exposed Internally
B1 Balustrade 1 - Steel Rail
SR 50mm Diameter Steel Rod
CLM1 300x300 Concrete Column Through
All Levels - Supporting Truss
Refer to Structural Engineer AS/NZS1163
WB Wash Basin (Refer to Bathroom Detail)
TL Toilet Suite (Refer to Bathroom Detail)
UR Urinal (Refer to Bathroom Detail)
General
Walls
Abbreviations
A1CD.201
D01 Single Timber Door - Timber Frame
915 x 2134
D03 Aluminium Elevator Door -
Aluminium Frame 2100 x 1100
D04 Four Panel Timber Bifolding Door
- Timber Frame 2134 x 2720
864 x 2134
D08 Single Timber Door - Timber Frame w/
150mm Aluminum Kickboard 915 x 2134
Doors
A1CD.304.1

Ground Floor
0
Level 1
5000
Level 2
9000
Level 3
13000
Level 4
17000
Level 5
21000
Level 6
25000
1
4 2
3
Level 7 - Roof
29000
Scale at A1
Course Code
Group No./Name
Due Date
Project number
Imaginary School of
Architecture - COVE
10/Tecktonics
BLDG3220
10 November, 2016
Assignment 3
Project Name
Client
The University of
Queensland
Sheet Title
Project Logo
Sheet Number
1 : 100
Section B & C
A1CD.305
1 : 100
Section B
1
-
Basement
-5000
6
2
3
1
4 2
3
-
5
210
6700
200
6400
210
7620
210
A
210
6700
200
6400
210
7620
210
A
1 : 100
Section C
1
WB WB WB WB
WB WB WB WB
WB WB WB WB
WB WB WB WB
WB WB WB WB
WB WB WB WB
WB WB WB WB
WB WB WB WB
WT1
B2
B2
B2
B2
B2
B2
CLM1
CLM1
CLM1
CLM1
CLM1
CLM1
CLM1
CLM1
CLM1
CLM1
CLM1
CLM1
CLM1
CLM1
CLM1
CLM1
WT3
4
CLM1
CLM1
CLM1
CLM1
CLM1
CLM1
CLM1
CLM1
CLM1
CLM1
CLM1
CLM1
CLM1
CLM1
CLM1
CLM1
210
6900
180
2700
180
11200
160
Reinforced Foundation Slab &
concrete thickening. Refer to
Structural Engineering notes
Reinforced 200 Retaining Block
Wall- Refer to Structural
Engineering notes
SLB1
SLB1
SLB1
SLB1
SLB1
SLB1
SLB1
Abbreviations
WT4 210mm Thick
SLB1 150MM One Way Concrete Slab (In-situ)
w/ 300MM Edge Thickening.
WT3 190mm Thick
GroundLevels
B2 Balustrade 2 - Steel Rail w/Glass
WB Wash Basin (Refer to Bathroom Detail)
210
6900
180
2700
180
11200
160
Engineering notes
B2
SLB1
B2
SLB1
B2
SLB1
B2
SLB1
B2
SLB1
B2
SLB1
D04
D04
D04
D03
D03
D03
D03
D03
D03
D03
D03
D03
D03
D03
D03
D03
D03
D03
D03
D05
D05
D05
D05
D05
D05
D05
D05
A1CD.503
A1CD.501
A1CD.501.1
A1CD.504
A1CD.503.1
Tilted Truss Roof system-
Refer to Roof plan Tilted Truss Roof system-
Refer to Roof plan
General
Walls
Flooring
A1CD.304.1
A1CD.304.1
D03 Aluminium Elevator Door -
Aluminium Frame 2100 x 1100
D04 Four Panel Timber Bifolding Door
- Timber Frame 2134 x 2720
Doors
864 x 2134

Ground Floor
0
Level 1
5000
Level 2
9000
Level 3
13000
Level 4
17000
Level 5
21000
Level 6
25000
1
4 2
3
Level 7 - Roof
29000
Richard Gorzki -
- Harsh Bavishi
1 : 100
1 : 100
Section D
1
-
Basement
-5000
210
6700
200
6400
210
7620
210
A
Engineering notes
CLM1
CLM1
CLM1
CLM1
CLM1
CLM1
CLM1
CLM1
CLM1
CLM1
CLM1
CLM1
CLM1
CLM1
CLM1
A1CD.304.1
CLM1
SR
SR
SR
SR
SR
SR
WT4 210mm Thick
SLB1 150MM One Way Concrete Slab (In-situ)
w/ 300MM Edge Thickening.
WT3 190mm Thick
GroundLevels
SR 50mm Diameter Steel Rod w/
100mm Gaps - Spanning from Level 1
to Roof to Conceal Fire Stairs
General
Walls
Flooring
Tilted Truss Roof system-
Refer to Roof plan
WT1
Scale at A1
Course Code
Group No./Name
Due Date
Project number
Imaginary School of
Architecture - COVE
10/Tecktonics
BLDG3220
10 November, 2016
Assignment 3
Project Name
Client
The University of
Sheet Title
Sheet Number
1 : 100
Section D
A1CD.305.1
D01
D01
Fire-Isolated Staircase - Refer to
Staircase Detail Page
915 x 2134
Doors

Richard Gorzki - Byung Kim
Ralph Valencia - Harsh Bavishi
Scale at A1
Course Code
Group No./Name
Due Date
Project number
Project Address
133 Mary Street - Brisbane City
QLD 4000
Imaginary School of
Architecture - COVE
10/Tecktonics
BLDG3220
10 November, 2016
Assignment 3
Project Name
Client
The University of
Queensland
Sheet Title
Project Logo
Sheet Number
1 : 5
A1CD.503
1 : 5
Atrium Balustrade Joint Detail (AXO)
2
1 : 5
Atrium Balustrade Section Cut
1
-
2. The double glass panel is slotted between the rubber
gaskets, placed between the inner aluminium framing and
the curved alunimium casing, which the two are then
fastened by the third 30MM bolt.
30MM BOLT
DOUBLE GLASS PANEL
RUBBER SEAL
STEEL HANDLE
ALUMINIUM CASING
RUBBER GASKET
INNER ALUMINIUM FRAMING
INT.
GLASS THICKNESS: 16-20MM
EXT.
1. Inner aluminium framing is bolted onto the concrete slab
to ensure secure installation of the balustrade system. The
maxinmum length of the framing is dependent on the length
of the slab, specified by the manufacturer to meet the
requirements of the balustrade system.
3. The pre-made steel handle with the inner rubber seal is
then placed on the double glass panel to ensure a safe
hand-rail system without exposing the glass edge. Also
further creates bonding force for the double glass panel.
The glass balustrade spans 1000mm with steel rods
dividing the glass and providing support for the glass.
Balustrade Section Detail

Scale at A1
Course Code
Group No./Name
Due Date
Project number
Project Address
QLD 4000
Imaginary School of
Architecture - COVE
10/Tecktonics
BLDG3220
10 November, 2016
Assignment 3
Project Name
Client
The University of
Queensland
Sheet Title
Project Logo
Sheet Number
1 : 5
1 : 5
Atrium Ceiling Joint Detail (AXO)
1
1 : 5
Atrium Ceiling Section Cut
2
LOW E THERMOPANE UNIT
BUTAL TAPE SEALANT
PVC DRAFT SEAL
WEEPING HOLES
SELF-TAPPING SCREWS
ALUMINIUM MAIN FRAME
COUNTER FLASHING
1.5” WOODEN CURB
SHINGLES
AIR TUNNELS
CAULKING
PVC RIGID VINYL THERMAL BARRIER
0.5” AIR SPACE
INT.
EXT.
1.1.5” Wooden curb is placed onto the edge of the singles
on top of the concrete slab to provide support for the heavy
aluminium mainframe & low thermopane unit (glass system)
2.1.5” Wooden curb is wrapped by step flashing & counter
flashing to protect the component from dampness .
3. Aluminium mainframe is placed on top of the wooden
curb to provide structural support.
4. Airtunnels on top of the mainframe provide air pressure
equalisation to ensure water does not seep through the
frame. Weeping holes assist in the same role to create equal
pressure on the both exterior and interior of the structure.
5. Low E thermopane unit is placed between the main frame
and retainer frame, with 0.5” air space which allows for
temperature regulation and condensation regulation.
INT.
EXT.
A1CD.503.1
Atrium Ceiling Detail

Scale at A1
Course Code
Group No./Name
Due Date
Project number
Project Address
QLD 4000
ABBREVIATIONS
Imaginary School of
Architecture - COVE
10/Tecktonics
BLDG3220
10 November, 2016
Assignment 3
Project Name
Client
The University of
Queensland
Sheet Title
Project Logo
Sheet Number
1 : 100
12
1 : 50
6th Floor Fire Isolated Staircase Plan
4
1 : 100
Stair- Section 1
5
1 : 50
Basement Fire Isolated Staircase Plan
1
1 : 50
Ground Floor Fire Isolated Staircase Plan
2
1 : 50
1st-5th Floor Fire Isolated Staircase Plan
3
1
2
3
4
5
6
7
8
9
10
11
12
13
11
15
17
18
19
20
21
22
23
24
25
26
16
UP
D01
WT4
FIRE STAIR
CONC
D01
1
2
3
4
5
6
7
8
9
10
11
12
13
11
15
17
18
19
20
21
22
23
24
25
26
16
UP
D01
WT4
FIRE STAIR
CONC
Ground Floor
4236
Level 1
9236
Level 2
13236
Level 3
17236
Level 4
21236
Level 5
25236
Level 6
29236
A
-
---
Level 7 - Roof
33246
1 : 100
Stair - Section 2
6
Basement
FHR
FHR
UP
CONC
CONC
FIRE STAIR
UP
1
2
3
4
5
6
7
8
9
10
11
12
13
14
15
16
17
18
19
20
2
3
4
5
6
7
8
9
10
11
12
13
14
15
16
17
18
19
20
210
2400
286
286
5900
200
210
2400
286
210
2400
286
210
2400
286
286
5900
200
Fire-Isolated Stair Details
FHR
FHR
286
4900
200
286
4900
200
FHR Fire Hydrant Reel
WT4 210mm Thick
915 x 2134
D01
D01
WT1
WT1
WT1
WT3
WT1 286mm Thick
FRL Insulation - 240m R0.54
10mm Gyprock Plus Plasterboard
-Internal Clad
13mm Gyprock Standard Plasterboard
-External Clad
WT3 190mm Thick
GroundLevels
1 : 50
&
WT1
WT3
WT4
WT4
B1
B1
B1 Balustrade 1 - Steel Rail

A
1
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Technical work
-student example

BLDG 1220
RICHARD GORZKI /
DRAWING SUBMISSION 1
10/09/17

WK 2 - Section 2 / 1:50 WK 2 - Section 1 / 1:50
BLDG 1220
RICHARD GORZKI /
10/09/17

WK 2 - Wall Isometric / 1:50
BLDG 1220
RICHARD GORZKI /
10/09/17
Retaining Wall
Platform
Wall

Retaining Wall
Retaining Wall
WK 3 - Plan / 1:50
BLDG 1220
RICHARD GORZKI /
10/09/17
14.5 M
15. 5 M
15 M
14M
15.5
M
RL
for Platform
16M

WK 3 - Section 1 / 1:50 WK 3 - Section 2 / 1:50
BLDG 1220
RICHARD GORZKI /
10/09/17
Soft Bearer
Ceiling Joist
Lintel
Jam Stud
Fascia
Hanging Beam
Common
Stud
Rafter
Hanging Beam
Ceiling Joist
Rafter
Jamb Stud
Jack Stud Jack Stud
Top Wall Plate
Rafter
Top Wall Plate
Bearer

1008 2394
2390
1141
2709
399
6968
WK 3 - Elevation 1/ 1:50 WK 3 - Elevation 2 / 1:50
3200
2285
BLDG 1220
RICHARD GORZKI /
10/09/17

929
2278 2237
1254
6698
1130
2692
968
2260
2700
FEMALE
BATHROOM
MALE
BATHROOM
PAVILION
UNDERCROFT
LINE OF
ROOF
LINE OF
GUTTER
DWP
745
7443
Wk 3 - Floor Plan / 1:50
6820
BLDG 1220
RICHARD GORZKI /
10/09/17

DWP
DWP
LINE OF GUTTER
6445
3377
WK 3 - Roof Plan / 1:50
BLDG 1220
RICHARD GORZKI /
10/09/17

BLDG 1220
RICHARD GORZKI /
10/09/17
WK 3 - Model Photos

WK 4 - Iso of Stool
BLDG 1220
RICHARD GORZKI /
10/09/17
1:5

85
450
85
450
450
85
450
85
95
410
95
410
27
72
27
72
42
300
300
42
BLDG 1220
RICHARD GORZKI /
10/09/17
11
56
8
7
6
5
4
3
2
1
11
56
11
11
56
11
56
11
56
11
11
56
56
56
90
12
90
12
5
53
STOOL
SEGMENT
PLAN
5
53
5
53
5
53

DECK
NORTH
POOL
SOUTH WESTERN
WINDS
SUN EXPOSURE
- Desirable for winter heating
-Position of sun in the sky allows easy shading
-North Facing walls and windows receive more solar
radiation in the winter months.
- Longer walls on the Northern Face to minimize
exposure in the winter months and maximise it in the
summer months.
NORTHERN ORIENTATION
TREE CANOPIES
PROVIDE SHADING
FROM EASTERLY SUN
Neighbouring
property buffers
prevailing sun from
the west.
WK 6 - PLAN DIAGRAM: Siting and Orientation
BLDG 1220
RICHARD GORZKI /
10/09/17

WINDOW WALL
(GLAZING = HEAVY)
STUD FRAMING
(TIMBER FRAMING= LIGHT)
BLOCKWORK WALL:
(MASONARY= HEAVY)
WK 6 - PLAN DIAGRAM: Heavy walls vs framed walls / 1:50
BLDG 1220
RICHARD GORZKI /
10/09/17

BEDROOM
WR
STUDY
LIVING
BRIDGE
Window Wall
Large glazed units create a sense of
openess and open the home up to Natural
Ventilation
Blockwork Walls work as the loadbearing
structure for the weight of the glazing
Blockwork sustains the load of the roof and
stud frame structure above.
Stud Framing
Window
Skillion Roof
Joists
Plasterboard
Stud frame construction is light
and flexible, allowing the mass
to have more extrusions .
The Catwalk structure works as a
lightwieght platform within the space. WK 6 - SECTION A: Structural Systems 1:50
BLDG 1220
RICHARD GORZKI /
10/09/17

BEDROOM
BATHROOM WARDROBE
RUMPUS ROOM
GLASS LOUVERS
Stud Wall
Blockwork Wall
Skillion Roof
Glazing
Plasterboard
Blockwork
Wall
Stud Wall
Joists
Stud frame construction is light
and flexible, allowing the mass
to have more extrusions .
Blockwork Wall provides
adequite loadbearing
support to the stud wall
framed structure and
skillion on the first floor.
Blockwork Wall provides
adequite loadbearing
support to the stud wall
framed structure and
skillion on the first floor.
Stud Wall
Timber Joist floor system .
Engineered Timber Joist floors
WK 6 - SECTION B: Structural Systems / 1:50
BLDG 1220
RICHARD GORZKI /
10/09/17

TIE DOWNS
Are inserted in the corners,
joining wall to roof, supporting
the components
BRACING
Bracing is placed in the external
walls preventing racking from
prevailing winds from the South,
West
BRACING
Bracing is placed in the external walls
preventing racking from prevailing winds
from the South West
TIE DOWNS
Are inserted in the corners,
joining wall to roof, supporting
the components.
BLDG 1220
RICHARD GORZKI /
10/09/17
WK 6 - BUILDING BRACING / 1 : 50

External
Plasterboard
Internal
Plasterboard
BLDG 1220
RICHARD GORZKI /
10/09/17
WK 6 - BUILDING LINING : Internal Vs External / 1:50

Damp Proof Membrane:
- The Damp proof membrane protects the concrete
slab from mositure attack that would result in
degradation of the slab, such as:
- Cracking
- Damaging expansion
The Stud wall is covered by a plasterboard rainscreen
protecting the structure from:
-Water infiltration
-Ultra-violet radiation
-Negative wind pressures
-Heat transfer into and out of the building
-Air infiltration
-Vapor transmission
BLDG 1220
RICHARD GORZKI /
10/09/17
WK 6 - Weatherproofing Diagram / 1:50

BLDG 1220
RICHARD GORZKI /
10/09/17
Axonometric
Bargeboard
Bargeboard
Bargeboard
Stirrup
Concrete Pier
Concrete
Pier
Concrete
Pier
Stirrup
Joist
Sill Former
Bearer
Lintel
Bearer
Outrigger
Solid Blocking Bargeboard
Post
Post
Post
Post
Balustrade
Stump

BLDG 1220
RICHARD GORZKI /
10/09/17
14.50M
15.00M
15.50M
16.00M
16.50M
RL 15.50M
Retaining Wall
Retaining Wall
Pavilion
Decking
A B C D E
1
2
3
4
A B C D E
1
2
3
4
N

WK 7 - Section 2 - 1:50
WK 7 - Section 1 - 1:50
Blockwork 390mmx 190mm
Rebar Wire
Slab on
ground
Edge Beam
Blockwork
390mmx
190mm
Rebar Wire
Compacted Sand
Blockwork 390mmx 190mm
Rebar Wire
Slab on
ground
Edge
Beam
BLDG 1220
RICHARD GORZKI /
10/09/17

16 Degrees
16 Degrees
DWP
Line of box gutter
Slope
3
Degrees
16 Degrees
16 Degrees
3460
8849
5597
2817 236
259
BLDG 1220
RICHARD GORZKI /
10/09/17
Roof Plan
1:50
RT
RT
SF
B
B
SF
O
NOTES
All timber members F5 Unseasoned
Cypruss hardwood
refer to appendix for all span tables
For Lintel sizes refer to Sections
Bargeboard
Outrigger
Blocking
5597mm L x 100mm W x 200mm D
5597mm L x 100mm W x 200mm D
3460mm W x 100mm D x 200mm D

2641
3963
7853
P A V I L I O N
4345
6444
T I M B E R D E C K I N G
T I M B E R D E C K I N G
T
I
M
B
E
R
D
E
C
K
I
N
G
T
I
M
B
E
R
D
E
C
K
I
N
G
B2
B3
B1
J6
J5
Bearer
P1
P2
P3
P4
P5
P6
P7
P8
P10
P11
P12
P14
P15
P16
P9
P13
J4
J3
J2
J7
J1
3963mm x50mm
3926mm x50mm
3926mm x50mm
3222mm x50mm
B4
B5
B6
B7
B8
B9
B10
3222mm x50mm
J8
J9
J10
J11
J12
J13
J14
BLDG 1220
RICHARD GORZKI /
10/09/17
Floor Framing Plan
1:200
A B C D E
1
2
3
4
A B C D E
1
2
3
4
NOTES
All timber members F5 Cyprus Unseasoned hardwood
refer to appendix for all span tables
Post No.
P1, P2 , P3
P4, P5 , P6
P7, P8 , P9
565mmx50mm
565mmx50mm
600mmx50mm
P10, P11,
P12, P13,
P14, P15,
P16
600mmx50mm
Dimensions
Bearer No. Dimensions
1, 2
3,4
5, 6
7,8
9,10
Joist No. Dimensions
2641mm x 50mm
1,2,3,4,5,6,
7
8,9,10,11,12 2641mm x 50mm

Lintel
Bearer
Post
Stirrup
Joist
Stump
Ballustrade
Lattice
Concrete Pier
Bargeboard
Blocking
Blocking
Bargeboard
Ridge Beam
Beam
Beam
Blocking
Lattice
Joist
Stump
Stirup
Concrete Pier
Steel Post
Bearer
Lintel
Post
Lattice
60mm x 180mm 60mm x 180mm 60mm x 180mm 60mm x 180mm
73mm x 142mm
BLDG 1220
RICHARD GORZKI /
10/09/17
Outrigger
Beam
Section One Section Two
1:50
1:50
NOTES
All timber members F5 Cypress
Unseasoned hardwood
-refer to appendix for all span tables
Lintel Bearer Beam Blocking Ridge Beam

BLDG 1220
RICHARD GORZKI /
10/09/17
Model Photo One Model Photo Two Model Photo Three

BLDG 1220
RICHARD GORZKI /
10/09/17
TOOWONG AFRICAN RESTURANT
Location : 1/5 Milton Street, Toowong
Plan :
Existing Building
Section :
Concrete Pier
Steel Post
Parrellel Chord Truss
triangulated structure
Structural Tubing
200mm D Cap Plate bolted
at junction of
structural tubing
End Plate and
anchor bolt
Steel fascia framing braces
truss structure
Steel fascia frames truss
structure and braces the
triangulated structure
preventing torsion
1:100 1:100
DEAD LOAD, WIND LOAD
Cap Plate
End Plate
Connection Details
Steel Plate
100mm
Bolts
Steel Rod
100mm Steel Plate
Hex bolts
Screw

BLDG 1220
RICHARD GORZKI /
10/09/17
NEW FARM FERRY TERMINAL
Location : 17 Macarther Avenue, New Farm
Plan : 1:100 Section 1:100
Connection Details
SHS
SHS SHS
Welding
SHS
SHS
End Plate
Held with steel
triangulaed brace
plate to prevent
torsion from the
current of the river
SHS
SHS
Pratt Truss
Canvas Sail
Pratt Truss Canvas Sail
SHS
SHS
18.5m
2.5m
Canvas Sail
DEAD LOAD
LIVE LOAD
Pratt Truss Detail
SHS SHS SHS
KEY: SHS Beam

FRONT ELEVATION
E = P/M
10.3 = 140
1450
Inclined End Post
Inclined End Post
Top Chord
Hip Vertical
Lower Chord
Top Chord
truss
substructure
Diagonal strut
substructure
Portal strut
Top Chord
Portal
Bracing
Top Lateral
Bracing
Floor Beam
SPAGHETTI BRIDGE
SIDE ELEVATION
BLDG 1220
RICHARD GORZKI /
10/09/17

TORSION
occured at the bracing of stringers and the
struts
2. Thicken diameter of end posts to reduce:
BENDING
was created at the end posts
HORIZONTAL
SHEAR
O
N
E
T
W
O
T
H
R
E
E
1. Strengthen the bracing attached to the stringers to
reduce:
Primary:
Strengthen structural elements of the bridge floor where
the weight is carried to prevent / delay the effects of
derformation under the applied load.
Secondary:
To reduce horizontal shear deformation increase spans of
hip verticals and increase bracing.
DESIGN
IMPROVEMENTS
was created at the end posts
HORIZONTAL SHEAR
3. Thicken stringers and increase count to four to reduce:
force caused deformation to stringers of the bridge and was
the primary defect
TORSION
TORSION
BENDING
4. Increase hip vertical count to reduce:
BENDING
BLDG 1220
RICHARD GORZKI /
10/09/17

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