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PROJECT No:
STRUCTURAL DRAWINGSSTATUS:
SSANGYONG MOTORS VEHICLE LOGISTICS
39291
281 ALBANY HIGHWAY, ALBANY
PEER REVIEW
EXISTING SERVICES:
IT IS THE RESPONSIBILITY OF THE CONTRACTOR TO LOCATE & EXPOSE PIPELINES & SERVICES PRIOR TO COMMENCING EXCAVATING WORKS, DRILLING PILE HOLES OR DRIVING PILES ON SITE TO ENSURE THE REQUIRED CLEARANCES TO SERVICES ARE ACHIEVED.
PRECAST PANELS
THE PRECAST PANEL SUB-CONTRACTOR IS TO PROVIDE A PS3 & PS4 PRODUCER STATEMENT FOR ALL PRECAST PANELS.
PRESTRESSED FLOORING UNITS & BEAMS
THE PRESTRESSED FLOORING AND PRESTRESSED BEAM SUB-CONTRACTOR IS TO PROVIDE A PS1, PS3 & PS4 PRODUCER STATEMENT FOR ALL PRECAST FLOORING UNITS.SETOUT OF THE UNITS ARE THE RESPONSIBILTY OF THE SUB-CONTRACTOR.RIBS AND HANGERS SHALL BE POSITIONED AWAY FROM COLUMN LOCATIONS.
HD16 TRIMMERS BARSAT OPENINGSTYP.
REINF. AS NOTED
REINF. AS NOTED
PC PANEL NOTES
HD16 TRIMMER BAR3 SIDES TYP.
2 HD10 TOPTRIM 60 GAUGE
1. TYPICAL REINFORCING
2. DIMENSIONS SHOWN ON ELEVATIONS ARE NOMINAL ONLY. THE CONTRACTOR'S SHOP DRAWINGS MUST ALLOW FOR CLEARANCESBETWEEN PANELS AS SPECIFIED
3. FOR FIRE RATING REQUIREMENTS REFER TO ARCHITECTS DRAWINGS.
4. REBATE & JOINT LOCATIONS SHOULD BE COORDINATED WITH THE ARCHITECT'S DRAWINGS PRIOR TO DETAILING
5. CONTRACTOR TO ALLOW FOR SUPPLY OF LIFTING DETAILS AND LIFTING LUGS
6. PC PANEL WELD PLATE TO USE 8mm FWAR UNO
7. ALL SITE WELDS TO PANEL WELD PLATES TO BE WIRE BRUSHED AND TREATED WITH "GALV STICK" OR SIMILAR APPROVED THEN TOTALLY PAINTED WITH COLD GALV. PAINT OR SIMILAR APPROVED
8. TYPICAL OPENING TRIMMER DIAGRAM
ALL OPENINGS TO HAVE 1-HD16 TRIMMER BAR AROUND THE PERIMETER AND 1-HD16 DIAGONAL TRIMMER (1000 LONG) AT THE CORNERS REFER TO ELEVATIONS FOR OPENING LOCATIONS TO BE COORDINATED WITH ARCHITECT'S DOCUMENTATION
9. THE CONTRACTOR SHALL ALLOW FOR AND PROVIDE ANY ADDITIONAL REINFORCEMENT, LIFTING EYES ANDSTRONGBACK BRACING REQUIRED FOR LIFTING, TRANSPORT AND ERECTION OF PRECAST CONCRETE ELEMENTS
16x D
IA.
ALL RIGHTS RESERVED - NO PART OF THIS DOCUMENT MAY BE REPRODUCED IN ANY FORM WITHOUT WRITTEN APPROVAL FROM
MSC CONSULTING GROUP LIMITED
COPYRIGHT
REVISIONDWG No
JOB NoCLIENT
A3 SCALEA1 SCALEDESIGNED
DRAWN
DATE
CHECKED
DO NOT SCALE - IF IN DOUBT ASK
BAs indicated
14/03/2018 8:52:17 AM
MAR 2018 S000
39291SSANGYONG MOTORS VEHICLE
LOGISTICS
DRAWING INDEX SHEET SCHEDULES AND 3D
VIEWS
281 ALBANY HIGHWAY, ALBANYAuthor
BEAM SCHEDULE
MARK DECRIPTION
B1 410 UB 53.7
B2 310 UB 46.2
B3 310 UC 96.8
B4 310 UB 32.0
B6 250x150x9.0RHS
B7 250 PFC
B8 300 PFC
B9 380 PFC
B10 150 UC 30.0
COLUMN SCHEDULE
MARK DESCRIPTION
C1 410 UB 53.7
C2 273.1 x 12.7CHS
C3 200 UC 46.2
C4 89 x 89 x 6.0 SHS
C5 150 UC 30.0
DRAWING INDEX
NUMBER TITLE REVISION
S00 COVER SHEET B
S000 DRAWING INDEX SHEET SCHEDULES AND 3D VIEWS B
S001 STANDARD NOTES AND DETAILS B
S101 SITE PLAN B
S102 FOUNDATION AND GROUND FLOOR PLAN B
S103 MEZZANINE PLAN B
S104 BRACING PLAN B
S105 ROOF PLAN B
S201 ELEVATIONS AND SECTIONS - SHEET 1 B
S202 ELEVATIONS AND SECTIONS - SHEET 2 B
S301 CONCRETE DETAILS -SHEET 1 B
S302 CONCRETE DETAILS - SHEET 2 B
S303 CONCRETE DETAILS - SHEET 3 B
S304 CONCRETE DETAILS - SHEET 4 A
S305 CONCRETE SIGN DETAILS - SHEET 1 B
S401 STEEL DETAILS - SHEET 1 B
S402 STEEL DETAILS - SHEET 2 B
S403 STEEL DETAILS - SHEET 2 B
S404 STEEL DETAILS - SHEET 4 B
S405 STEEL DETAILS - SHEET 5 B
S410 STEEL STAIR DETAILS - SHEET 1 B
S415 STEEL SIGN DETAILS - SHEET 1 B
FOUNDATION SCHEDULE
MARK DESCRIPTION
F1 1400 SQ x 400 PAD
F2 1000 SQ x 400 PAD
F3 700 SQ x 400 PAD
F4 1200 x 1700 x 300 DEEP FOOTING
F5 900x300 STRIP FOOTING
F6 600x200 STRIP FOOTING
F7 300x300 STRIP FOOTING
F8 300x200 STRIP FOOTING
F9 500x200 STRIP FOOTING
WALL SCHEDULE
MARK DESCRIPTION
LBW 90x45 SG8 AT 400 CRS. NOG AT 800 CRS +GS1-N BRACING
W1 150 PRECAST PANEL
W2 200 PRECAST PANEL
REV DATE AMENDMENT BY
B 14.03.18 RE-ISSUE FOR PEER REVIEW DCG
A 08.03.18 PEER REVIEW DCG
EDITIONDWG No.JOB No.
ALL RIGHTS RESERVED - NO PART OF THIS DOCUMENTMAY BE REPRODUCED IN ANY FORM WITHOUT WRITTEN
APPROVAL FROM MSC CONSULTING GROUP LIMITED
COPYRIGHT
S001
STANDARD NOTES & DETAILS
TBC
NL
FW
HD
FWARSVBWDVBWSBBWDBBW
CFW
HD GALV
C/W
RPCD
TOS
CRS
DIA
U/ST/O
STRTRM
STA
CVR
SCNF
FF
EFEW
T
H
V
ABSABR
LAR
B
CCAR
TYP
RCPS
REO
UNO
CJ
PCP
EXTGES
SED
NTS
COS
LG
FLGL
TBASFL
PC
OUTSIDE FACE
INSIDE FACE
SC
SC
SC
SC
SC
7575 75
30/4040 40
25/30
20/25
--
-- 35
40
40/4550 50
550
900 15001200 1900
900700 1100
2400
1400
650 850 1050 1300
14501100 22501800
2100
1250
--
400
--
550
RADIUSPITCH CIRCLE DIAMETER
COMPLETE WITH
FILLET WELD
SINGLE V BUTT WELD
SINGLE BEVEL BUTT WELDDOUBLE V BUTT WELD
FILLET WELD ALL ROUND
CONTINUOUS FILLET WELD
HOT DIP GALVANISEDHOLDING DOWN (BOLTS)
EXISTING
SMALL END DIAMETER
NOT TO SCALE
CHECK ON SITEEQUALLY SPACED
FINISHED LEVELGROUND LEVEL
UNDERSIDE
TOP OF STEEL
DIAMETER
CENTRES
TOP OF
SAWCUT
COVER ALL ROUND
BOTTOM
CENTRAL
NEAR FACE
EACH FACE
TO BE CONFIRMED
REINFORCED CONCRETEREINFORCEMENT
PRESTRESSED CONCRETE
TYPICAL
FAR FACEEACH WAY
UNLESS NOTED OTHERWISE
TO BE ADVISED
COVERCONSTRUCTION/CONTROL JOINT
HORIZONTAL
VERTICAL
PRECAST CONCRETE PANEL
ALTERNATE BAR REVERSEDALTERNATE BAR STAGGEREDLAP AT RANDOMNO LAP
STIRRUPTRIMMER
STARTER(S)
STRUCTURAL FINISHED LEVEL
TOP
LONG
DOUBLE BEVEL BUTT WELD
PRECAST CONCRETE
TRUE PROJECTION.
BOLTS SHALL GENERALLY BE SNUG FIT HIGH STRENGTH BOLTS TO AS 1252.
BOLTS DESIGNATED Mxx/8.8 SHALL BE HIGH STRENGTH BOLTS TO AS 1252
FULLY TENSIONED IN ACCORDANCE WITH NZS 3404.
UNLESS OTHERWISE SPECIFIED ALL STEELWORK SHALL BE PAINTED WITH ONE COAT
MANUFACTURERS RECOMMENDATIONS. PREPARATION OF THE STEEL SURFACE FOR
PAINTING SHALL BE IN ACCORDANCE WITH BS 7079, PART A1, CONDITION St2
OF AN APPROVED ZINC PHOSPHATE PRIMER IN ACCORDANCE WITH THE
UNLESS NOTED OTHERWISE IN THE MANUFACTURER'S RECOMMENDATIONS.
DO NOT PAINT STEELWORK TO BE ENCASED IN CONCRETE OR SURFACES FORMING
PART OF A TENSIONED BOLTED CONNECTION.
WELDING SHALL COMPLY WITH AS 1554.1 IN CONJUNCTION WITH NZS 3404 APPENDIX D
MATERIALS AND WORKMANSHIP SHALL BE IN ACCORDANCE WITH NZS 3404
TYPICAL BAR DESIGNATIONS ARE AS FOLLOWS:-
REINFORCEMENT IS REPRESENTED DIAGRAMMATICALLY AND NOT NECESSARILY IN
DRAWINGS OR AS OTHERWISE APPROVED BY THE ENGINEER. SPLICE LENGTHS SHALL
BE NOT LESS THAN THE FOLLOWING UNLESS SHOWN OTHERWISE
WELDS (6mm FOR MANUAL WELDS) AS APPROPRIATE UNLESS NOTED OTHERWISE.
MATERIALS AND WORKMANSHIP SHALL BE IN ACCORDANCE WITH NZS 4210
TO BE PLACED UPSIDE DOWN. ALL CELLS ARE TO BE FILLED.
ALL MASONRY UNITS SHALL BE OPEN END REINFORCING UNITS, THE BOTTOM COURSE
REINFORCEMENT SHALL BE NEW ZEALAND MANUFACTURED TO AS/NZS 4671.
BARS SHALL BE 3.0m MINIMUM LENGTH BUT WHERE ACCURATE PLACING IS CRITICAL BARS
MAY BE LAPPED AT RANDOM IN A STAGGERED PATTERN.
LONGER THAN 3.0m MAY INCORPORATE ONE LAP COMPLYING WITH THE ABOVE TABLES.
STARTERS SHALL BE TIED IN PLACE.
SLAB REINFORCEMENT SHALL BE SUPPORTED ON STOOLS OR OTHER APPROVED METHODS.
SHALL PROVIDE CONTINUOUS INSPECTION.
ALL BLOCKWORK SHALL BE DIRECTLY SUPERVISED BY A REGISTERED MASON WHO
PROVIDE CLEAN OUT PORTS AT EVERY VERTICAL BAR AND AT THE BOTTOM OF EVERY LIFT
FOR HEIGHTS OVER 1.2m THE 'HIGH LIFT' METHOD OF GROUTING SHALL BE USED.
WELDS TO BE CONTINUOUS SINGLE BEVEL BUTT OR 5mm CONTINUOUS FILLET
BASEPLATES SHALL BEAR DIRECTLY ON 25 NOMINAL THICKNESS DRY PACK MORTAR UNLESS NOTED.
WASHERS, TAPERED WHERE NECESSARY, ARE TO BE USED UNDER BOLT HEADS AND NUTS
HOLLOW SECTION MEMBERS SHALL BE CAPPED AND ALL JOINTS SEALED
FOR HOT DIP GALVANISED ITEMS ALLOW FOR TOLERANCES, VENT HOLES ETC.
VENT HOLES SHALL BE SEALED AFTER GALVANISING
WIRE MESH SHALL BE IN ACCORDANCE WITH NZS 3422, TO MIN GRADE 500MPa
THE INTERNAL RADIUS OF BENDS SHALL BE AS LIMITED BY NZS 3109 AND NZS 3101
DENOTES 16No PACIFIC GRADE 500E DEFORMED 20 DIA BARS AT 300 CENTRES IN EACH FACE
DENOTES 9No GRADE 300E PLAIN ROUND 10 DIA TIES AT 200 CENTRES
TEMPLATE FOR POSITION, PLUMB AND LEVEL BEFORE CONCRETING.
HOLDING DOWN BOLTS AND CAST-IN ITEMS SHALL BE SET ACCURATELY BY
UNLESS SHOWN ON THE DRAWINGS.
AND TO NZS 4230 MASONRY STANDARD GRADE B.
CONTROL JOINTS ARE TO BE PROVIDED AT 6.0m MAXIMUM CENTRES UNLESS SHOWN
OTHERWISE ON THE DRAWINGS.
TYPICALLY ON THE DRAWINGS UNLESS SPECIFICALLY NOTED OR DETAILED.
ALL CONNECTONS SPLICES AND BASEPLATES SHALL BE TO HERA REPORT R4-100 AS SHOWN
ALL REINFORCEMENT TO BE HIGH DUCTILITY CLASS E.
ON THE DRAWINGS, OR AS SPECIFICALLY APPROVED BY THE ENGINEER.
UPWARD CAMBER OF 2mm PER 1000mm OF SPAN.
CONSTRUCTION JOINTS SHALL BE PROPERLY FORMED AS DETAILED AND WHERE SHOWN
INSITU AND PRECAST SUSPENDED SLABS AND BEAMS SHALL BE GIVEN A POSITIVE
ALLOWANCES SHALL BE MADE FOR CAMBER WHEN SETTING OUT LEVELS.
ALLOW FOR ALL CAST-IN CLEATS, HOLDING DOWN BOLTS AND THE LIKE.
SLABS ON GROUND SHALL BE SAWCUT 1/4 SLAB THICKNESS TO THE LAYOUT ON THE DRAWINGS OR 5000 x 5000 MAXIMUM GRID BETWEEN 24 & 48 HOURS AFTER POURING. NO LAPS SHALL OCCUR AT JOINTS. POURS IN SLABS OR STRIPS MAY SUPERSEDE THESE DETAILS WITH THE APPROVAL OF THE ENGINEER.
LIGHT TIMBER FRAMED CONSTRUCTION SHALL BE IN ACCORDANCE WITH NZS 3604
ALL WORKMANSHIP AND MATERIALS SHALL BE IN ACCORDANCE WITH NZS 3602 & NZS 3603
PROVIDE D12 TRIMMER BARS TO ALL SLAB EDGES.
ALL WORKMANSHIP AND MATERIAL SHALL BE IN ACCORDANCE WITH NZS 3109
UNLESS NOTED OTHERWISE MINIMUM COVER TO PRINCIPAL REINFORCEMENT SHALL BE:-
COMMENCED. THE ENGINEERS DRAWINGS SHALL NOT BE SCALED.
ALL EXISTING STRUCTURES FORMING PART OF, OR AFFECTED BY, THE WORKS.
SHALL BE OVERSTRESSED UNDER CONSTRUCTION ACTIVITIES. THIS INCLUDES
MAINTAINING THE STRUCTURE IN A STABLE CONDITION AND ENSURING NO PART
DURING CONSTRUCTION THE CONTRACTOR SHALL BE RESPONSIBLE FOR
VERIFIED BY THE CONTRACTOR BEFORE CONSTRUCTION AND FABRICATION IS
ALL DIMENSIONS RELEVANT TO SETTING OUT AND OFF-SITE WORK SHALL BE
THE REQUIRED STRENGTH TO BE SELF SUPPORTING.
THE CONTRACTOR SHALL DESIGN AND PROVIDE PROPPING TO SUPPORT ALL
CAST INSITU AND PRECAST CONCRETE WORK UNTIL SUCH CONCRETE HAS REACHED
AND ISSUE SUCH INSTRUCTIONS AS ARE CONSIDERED NECESSARY.
CONTRACTOR SHALL IMMEDIATELY NOTIFY THE ENGINEER WHO SHALL INVESTIGATE
IF DURING CONSTRUCTION ANY PART OF THE WORKS SHOW SIGNS OF DISTRESS,
EXCESSIVE DEFLECTION, CONFLICT OF COMPONENTS OR OTHER PROBLEMS, THE
BY THE ENGINEER.ACCORDANCE WITH THE PLANS AND SPECIFICATIONS BEFORE CONFIRMING AN INSPECTION
THE CONTRACTOR MUST BE SATISFIED THAT THE WORKS HAVE BEEN COMPLETED IN
ADEQUATE NOTICE IS REQUIRED BY THE ENGINEER FOR INSPECTION OF THE WORKS.
THE DRAWINGS SHOW THE DESIGN INTENT.
SHOP DETAILING IS THE RESPONSIBILITY OF THE CONTRACTOR.
THE STRUCTURAL DRAWINGS SHALL BE READ IN CONJUNCTION WITH ALL
ARCHITECTURAL AND OTHER CONSULTANTS DRAWINGS AND SPECIFICATIONS AND
WITH SUCH OTHER INSTRUCTIONS AS MAY BE ISSUED DURING THE COURSE OF
THE CONTRACT. REFER TO THE ARCHITECTURAL DRAWINGS FOR ALL SETTING OUT,
ALL DISCREPANCIES SHALL BE REFERRED TO THE PRINCIPAL
CONSULTANT OR THE ENGINEER BEFORE PROCEEDING WITH THE WORK.
NIBS, REBATES, SETDOWNS AND THE LIKE.
APPROVAL OF THE ENGINEER.
THE STRUCTURAL DRAWINGS SHALL BE MADE IN CONCRETE MEMBERS WITHOUT THE
NO HOLES , CHASES OR EMBEDMENT OF PIPES OTHER THAN THOSE SHOWN ON
BUILDING CODE, THE CURRENT EDITION OF THE RELEVANT NEW ZEALAND STANDARDS,
MATERIALS AND WORKMANSHIP SHALL BE IN ACCORDANCE WITH THE NEW ZEALAND
INCLUDING ASSOCIATED STANDARDS, AND LOCAL AUTHORITY REGULATIONS EXCEPTWHERE VARIED BY THE CONTRACT DOCUMENTS.
THE SPECIFICATION AND DRAWINGS SHALL TAKE PRECEDENCE OVER THESE
NOTES AND DETAILS.
ASSUMPTIONS INCORPORATED INTO THE CALCULATIONS AND REPORTS FOR THE PROJECT.
THE DESIGN ADEQUACY INCORPORATED IN THESE DRAWINGS IS SUBJECT TO THE
REQUIREMENTS INCLUDED IN THE SPECIFICATION FOR THE WORKS AND THE DESIGN
12d O
R300 M
IN
LAP LENGTH
R20 x600 - 1 PER BOND BEAM.
300 DENSO TAPE WRAPPINGOR SIMILAR BOND BREAK
WALL BAR
TO BE POSITIONED TRULYHORIZONTAL AND PARALLEL TO
70 EACH SIDE OF JOINT
SEE ARCHITECTURAL FOR SEALING AND FIRE RATING SEALANT (SIKA FIRETATE)
SIKAFLEX CONSTRUCTION SEALANT (COLOUR MATCH) ON BACKING ROD TO OUTSIDE FACE
STOP BOND BEAM BARS
THE LONGITUDINAL WALL CENTRELINE
1200 WHERE POSSIBLE
300 MIN LEG12d OR
WHERE LAPS ARE NOT SPECIFICALLY SHOWN BARS
LAP LENGTH
12d OR300 MIN
12d O
R300 M
IN
SHALL BE MADE ONLY IN THE POSITION SHOWN ON THE
LAP LENGTHTYPICAL
300 MIN LEG12d OR
300 MIN LEG12d OR
D16 TRM - TYP
20mm POLYSTYRENEAROUND COLUMN AT FLOORSLAB. ALL AS ABOVE
12d OR300 MIN
15 CHAMFERS - TYP
LAP LENGTH
12d OR300 MIN
HAND TROWELLING OF CONCRETEAROUND COLUMN IS REQUIRED TOPROVIDE SMOOTH WORKMANLIKE FINISH.
CONTOUR FIT 20mm POLYSTYRENE AROUND COLUMN AT FLOOR SLAB. GLUE OR TAPE IN POSITION TO ELIMINATE MOVEMENT DURING POUR. REMOVE AFTER SET AND FILL WITH "SIKAFLEX 11FC" OR SIMILAR APPROVED FLEXIBLE SEALANT.
D16 TRM - TYP
SEALANT TO (COLOUR MATCH)
MINIMUM CONCRETE STRENGTH SHALL BE IN ACCORDANCE WITH NZS 3101:1995
CHAPTER 5 FOR DURABILITY.
MINIMUM COVER TO BE IN ACCORDANCE WITH NZS 4210:2001 TABLE 2EI FOR DURABILITY.
MINIMUM GROUT STRENGTH TO BE IN ACCORDANCE WITH NZS 4210:2001 CLAUSE 2.3.2.1
FOR THE APPROPRIATE DURABILITY ZONE.
SOME COMMON ABBREVIATIONS
BLOCKWORK
GRADE 500E
BAR SIZE
GRADE 300E
STEELWORK
REINFORCEMENT
3
4
10
6
7
8
9
5
7
5
4
8
TIMBER
1
2
6
34
4
1
2
5
6
3
4SLABS, WALLS
& RIBSEXPOSURE
CAST AGAINST OR
EXPOSED TO EARTH
FOUNDATIONSCOLUMNS
DIA <24 / DIA = or >24
BEAMS &
5
2
1
CONCRETE
7
6
5
8
INSPECTION
1
2
1
TO WEATHER PRECAST
NOT EXPOSED
TO WEATHER PRECAST
INSITU
2
3
EXPOSED INSITU
1
2
2
GENERAL
1
3
WALL JUNCTIONS AND TERMINATIONS
BLOCKWALL CONTROL JOINT
VERTICAL PC PANEL JOINT
EXTERNAL COLUMN
SINGLE LAYER REINFORCING
FOUNDATION JUNCTIONS
D12 D20D16 D32
BLOCKWORK
D12 D16 D20
D25
D25
D28D10
BAR SIZE
GRADE 500E
GRADE 300E
INSITU & PRECAST CONCRETE
D10
WALL & SLAB PENETRATIONS
DOUBLE LAYER REINFORCING
INTERNAL COLUMN
TYPICAL COLUMN ISOLATIONSTEEL & CONCRETE COLUMNS
FOUNDATION STEPS
NOTE:
9
7
6
CO
NC
RE
TE
&
R
EIN
FO
RC
EM
EN
TW
EL
DIN
GS
TE
EL
GE
NE
RA
L
16 - HD20 - 300 EF
9 - R10 TIES - 200
SPLICES IN REINFORCEMENT
LAPPED AT RANDOM BARS:
16 GAP
THESE DETAILS APPLY UNLESS DETAILED OTHERWISE
LAPS TO BE STANDARD UNLESS DETAILED OTHERWISE
STANDARD SPLICE LENGTHOR 600 MIN
PENETRATIONS LESS THAN 300 GREATEST DIMENSION ARE GENERALLY NOT SHOWN ON THE DRAWINGS
TRIMMERS SHALL BE PROVIDED FOR ALL PENETRATIONS WITH ONE DIMENSION GREATER THAN 200 OR 200 DIAMETER
TRIMMERS TO BE:- 1-D16 FOR THICKNESS UP TO 150 2-D16 FOR THICKNESS 155 - 300
WALL OFFSETS SIMILAR
LAP LENGTH
REFER ARCHITECTURAL DRAWINGS FOR ALL DIMENSIONAL
SETOUT, LEVELS, SETDOWNS, NIBS, REBATES, DUCTS THRU
FLOOR & WALLS ETC. AND ALL OTHER DIMENSIONAL SETOUT
UNLESS SHOWN. ANY DISCREPENCIES SHALL BE REFERRED
TO THE ARCHITECT FOR RESOLUTION. DO NOT SCALE
THE STRUCTURAL DRAWINGS MUST BE READ
INCONJUNCTION WITH THE ARCHITECTURAL
DRAWINGS AND OTHER CONSULTANTS'
DRAWINGS
SIKAFLEX CONSTRUCTION
ON BACKING ROD TO OUTSIDE FACE
12.17
REFER TO MSC DURABILITY
SPECIFICATION. TO BE READ IN
CONJUNCTION WITH THE
ARCHITECTURAL SPECIFICATION.
IT IS THE RESPONSIBILITY OF THE CONTRACTOR TO
LOCATE & EXPOSE PIPELINES & SERVICES PRIOR TO
COMMENCING EXCAVATING WORKS, DRILLING PILE
HOLES OR DRIVING PILES ON SITE TO ENSURE THE
REQUIRED CLEARANCES TO SERVICES ARE ACHIEVED.
ALL REINFORCING STEEL TO BE MICRO ALLOY8
CLIENT
NOT DRAWN TO SCALE
14/03/2018 8:52:17 AM
SSANGYONG MOTORS
VEHICLE LOGISTICS
39291
Visitors
Parking
Albany Highway
-0.7%
50.017m
49.800m
49.415m
49.511m
49.804m
49.852m
50.390m
50.390m
50.390m
49.950m50.094m
50.000m
49.431m
48.368m
49.058m
49.948m
50.130m
50.525m
50.511m
50.218m
49.538m
49.599m
49.800m
48.962m
48.819m
48.999m
50.401m
50.493m
48.428m
50.001m
50.257m
48.393m
48.336m
48.884m
49.303m
49.470m
49.797m
49.851m
49.649.7
49.749.7
49.849.8
49.8
49.8
49.8
49.9
49.9
49.9
49.949.9
49.9
49.9
49.9
50.1
50.1
50.2
50.2
50.3
50.3
50.3
50.4
50.450.4 50.4
50.6
50.6 48.4 48.6 48.7 48.8 48.9 49.1 49.2 49.3 49.4 49.6 49.7 49.8 49.9
50.1
50.1
50.1
50.0
50.0
50.5
50.5 48.5 49.0 49.5 50.0 50.0
50.0 50.0
48.8 48
.8
48.9
48.9
50.1
50.2
50.3
50.4
50.4
47.1
47.2
47.3
47.4
47.6
47.7
47.8
47.948.148.248.348.4
48.648.748.848.949.149.249.349.449.649.749.849.9
50.4
47.8 47.847.9 47.9 47.9
47.9
48.1
48.1
48.2
48.2
48.3
48.3
48.448.648.748.8
49.1
49.2
49.3
49.4
49.6
49.7
49.8
49.9
49.949.9
49.9
49.0
49.0
49.0
50.5
50.5
47.0
47.548.0
48.5
49.0
49.550.0
50.5
48.0 48.0
48.5
49.5
6.00
3
C D E F G H I J K L
1
A
1a
2
BA+
5150 3530 6930 6930 6930 10120 7540 7540 5560 5560 5560
6940
7060
100
BOUNDARYBOUNDARY
BO
UN
DA
RY
BOUNDARY
BOUNDARY
BUILDING
SFL 50400
11S302
W2
REFER TO S305 & S415FOR SIGN DETAILS
SIGN
25S304
26S304
27S304
ALL RIGHTS RESERVED - NO PART OF THIS DOCUMENT MAY BE REPRODUCED IN ANY FORM WITHOUT WRITTEN APPROVAL FROM
MSC CONSULTING GROUP LIMITED
COPYRIGHT
REVISIONDWG No
JOB NoCLIENT
A3 SCALEA1 SCALEDESIGNED
DRAWN
DATE
CHECKED
DO NOT SCALE - IF IN DOUBT ASK
B1 : 200
14/03/2018 8:52:18 AM
MAR 2018 S101
39291SSANGYONG MOTORS VEHICLE
LOGISTICSSITE PLAN
281 ALBANY HIGHWAY, ALBANYAuthor
1 : 200
SITE PLAN
FOUNDATION SCHEDULE
MARK DESCRIPTION
F1 1400 SQ x 400 PAD
F2 1000 SQ x 400 PAD
F3 700 SQ x 400 PAD
F4 1200 x 1700 x 300 DEEP FOOTING
F5 900x300 STRIP FOOTING
F6 600x200 STRIP FOOTING
F7 300x300 STRIP FOOTING
F8 300x200 STRIP FOOTING
F9 500x200 STRIP FOOTING
WALL SCHEDULE
MARK DESCRIPTION
LBW 90x45 SG8 AT 400 CRS. NOG AT 800 CRS +GS1-N BRACING
W1 150 PRECAST PANEL
W2 200 PRECAST PANEL
REV DATE AMENDMENT BY
B 14.03.18 RE-ISSUE FOR PEER REVIEW DCG
A 08.03.18 PEER REVIEW DCG
EXISTING SERVICES:
IT IS THE RESPONSIBILITY OF THE CONTRACTOR TO LOCATE & EXPOSE PIPELINES & SERVICES PRIOR TO COMMENCING EXCAVATING WORKS, DRILLING PILE HOLES OR DRIVING PILES ON SITE TO ENSURE THE REQUIRED CLEARANCES TO SERVICES ARE ACHIEVED.
40MPa UNO
BLOCKWORK INFILL 20MPa
MINIMUM SPECIFIED 28 DAY CONCRETE STRENGTH
FOUNDATIONS
FLOOR SLAB ON GRADE 35MPa
25MPa
PRECAST CONCRETE
PRECAST PANELS
THE PRECAST PANEL SUB-CONTRACTOR IS TO PROVIDE A PS3 & PS4 PRODUCER STATEMENT FOR ALL PRECAST PANELS.
PRESTRESSED FLOORING UNITS & BEAMS
THE PRESTRESSED FLOORING AND PRESTRESSED BEAM SUB-CONTRACTOR IS TO PROVIDE A PS1, PS3 & PS4 PRODUCER STATEMENT FOR ALL PRECAST FLOORING UNITS.SETOUT OF THE UNITS ARE THE RESPONSIBILTY OF THE SUB-CONTRACTOR.RIBS AND HANGERS SHALL BE POSITIONED AWAY FROM COLUMN LOCATIONS.
3
C D E F G H I J K L
1 1
A
1a
2
B
BS202
5150 3530 6930 6930 4049 2881 10120 7540 7540 5560 5560 5560
A+
6940
7060
71350
W1
W1
W1
W1
W1
W1
W1W1 W1 W1 W1 W1 W1 W1 W1
F6
F6
F6
F5F5 F5 F5 F5 F5 F5 F5 F5
F6
F6
F1
F1 F1 F1 F1
F2 F3
F4F4F4 F4 F4
F1
F1
F1F1F1
F2
F3 F3 F3 F3
F3C4
C1
C1
C1
C1
C1
C1
C1
C1
C1
C2
C2
C2
C2
C2
C2
C2
C2
C2
C4
C3
C4
C4
C4
C4
C4 4
185
150mm CONCRETE SLAB WITH SE72 MESH (30 TOP CVR) ON 2 LAYER OF DPM ON 25mm SAND BLINDING ON
150mm GAP 40 BASECOURSE
3S301
4S301
SFL 50400
AS201
7S302
8S302
9S302
7S302
S.C
S.C
S.C
S.C
S.C
S.C
S.C
S.C
S.C
S.C
S.C
S.C
S.C
S.C
S.C
S.C
S.C
S.C
S.C
S.C
S.C S.C
F8F8
F8
F8 F8 F
8
F8
LBW
LBW LBW
LB
W
LB
W
10S302
F8
LB
W
250mm CONCRETE SLAB WITH SE82 MESH (30 TOP CVR) ON 2 LAYER OF DPM ON 25mm SAND BLINDING ON
150mm GAP 40 BASECOURSE
6S301
10S302
1S301
5S301
2S301
DESCRIPTIONSYMBOL
SC
LEGEND
40x5 SAWCUTS CUT WITHIN 24 HRS OF POURING SLAB. MESH TO BE SUPPORTED ON STOOLS WITH 50mm TOP COVER
ALL RIGHTS RESERVED - NO PART OF THIS DOCUMENT MAY BE REPRODUCED IN ANY FORM WITHOUT WRITTEN APPROVAL FROM
MSC CONSULTING GROUP LIMITED
COPYRIGHT
REVISIONDWG No
JOB NoCLIENT
A3 SCALEA1 SCALEDESIGNED
DRAWN
DATE
CHECKED
DO NOT SCALE - IF IN DOUBT ASK
B1 : 100
14/03/2018 8:52:19 AM
KZ MAR 2018
MP
S102
39291SSANGYONG MOTORS VEHICLE
LOGISTICSFOUNDATION AND GROUND FLOOR PLAN
281 ALBANY HIGHWAY, ALBANYDCG
1 : 100
FOUNDATION AND GROUND FLOOR PLAN
BEAM SCHEDULE
MARK DECRIPTION
B1 410 UB 53.7
B2 310 UB 46.2
B3 310 UC 96.8
B4 310 UB 32.0
B6 250x150x9.0RHS
B7 250 PFC
B8 300 PFC
B9 380 PFC
B10 150 UC 30.0
COLUMN SCHEDULE
MARK DESCRIPTION
C1 410 UB 53.7
C2 273.1 x 12.7CHS
C3 200 UC 46.2
C4 89 x 89 x 6.0 SHS
C5 150 UC 30.0
FOUNDATION SCHEDULE
MARK DESCRIPTION
F1 1400 SQ x 400 PAD
F2 1000 SQ x 400 PAD
F3 700 SQ x 400 PAD
F4 1200 x 1700 x 300 DEEP FOOTING
F5 900x300 STRIP FOOTING
F6 600x200 STRIP FOOTING
F7 300x300 STRIP FOOTING
F8 300x200 STRIP FOOTING
F9 500x200 STRIP FOOTING
WALL SCHEDULE
MARK DESCRIPTION
LBW 90x45 SG8 AT 400 CRS. NOG AT 800 CRS +GS1-N BRACING
W1 150 PRECAST PANEL
W2 200 PRECAST PANEL
REV DATE AMENDMENT BY
B 14.03.18 RE-ISSUE FOR PEER REVIEW DCG
A 08.03.18 PEER REVIEW DCG
3
C D E F G H I J K L
1
A
1a
2
B
BS202
A+
AS201
CS202
B8
B2
B2
2 ROWS FASTBRACE
300/18 DHS PURLIN AT 1200 CRS MAX.
ANCON 500 SS 16Ø TENSION SYSTEM OR SIMILAR
2530 2530 2530 2530
W1
W1
B2
W1 W1
B4
W1
B8
W1
W1
B6
W1
W1
B2
W1
B2
W1
B4
W1 W1 W1
B4
W1
W1
W1B6
B6
B6
B6B6B2B6B6
B3
B2 B2
5150 3530 6930 6930 6930 10120 7540 7540 5560 5560 5560
6940
7060
LB
W
LBW
C4
C4
C4
C4
C4
C1
C1
C1
C1
C2
C2
C2C
2C2
C5
C2
C4
C3C
3
C1
C1
C2
C2
C2
C1C
4
C1
C1
LB
W LBW
LBWLBW
LB
W
LB
W
B8
4185
65S403
90S410
B7
B7
B7
B7
66S403
SIM
71S404
72S404
73S404
58S403
62S403
78S404
BEAM CANTILEVERS FROM POST 71
S404
71S404
72S404
78S404
78S404
B8 B2
B8
DESCRIPTIONSYMBOL
LEGEND
300 x 45 TIMBER JOIST AT 400 CRS. NOGS AT 600 CRS
ALL RIGHTS RESERVED - NO PART OF THIS DOCUMENT MAY BE REPRODUCED IN ANY FORM WITHOUT WRITTEN APPROVAL FROM
MSC CONSULTING GROUP LIMITED
COPYRIGHT
REVISIONDWG No
JOB NoCLIENT
A3 SCALEA1 SCALEDESIGNED
DRAWN
DATE
CHECKED
DO NOT SCALE - IF IN DOUBT ASK
B1 : 100
14/03/2018 8:52:21 AM
MAR 2018 S103
39291SSANGYONG MOTORS VEHICLE
LOGISTICSMEZZANINE PLAN
281 ALBANY HIGHWAY, ALBANYAuthor
1 : 100
MEZZANINE PLAN
BEAM SCHEDULE
MARK DECRIPTION
B1 410 UB 53.7
B2 310 UB 46.2
B3 310 UC 96.8
B4 310 UB 32.0
B6 250x150x9.0RHS
B7 250 PFC
B8 300 PFC
B9 380 PFC
B10 150 UC 30.0
WALL SCHEDULE
MARK DESCRIPTION
LBW 90x45 SG8 AT 400 CRS. NOG AT 800 CRS +GS1-N BRACING
W1 150 PRECAST PANEL
W2 200 PRECAST PANEL
REV DATE AMENDMENT BY
B 14.03.18 RE-ISSUE FOR PEER REVIEW DCG
A 08.03.18 PEER REVIEW DCG
COLUMN SCHEDULE
MARK DESCRIPTION
C1 410 UB 53.7
C2 273.1 x 12.7CHS
C3 200 UC 46.2
C4 89 x 89 x 6.0 SHS
C5 150 UC 30.0
3
C D E F G H I J K L
1
A
2
B
BS202
A+
AS201
6940
7060
5150 3530 6930 6930 6930 10120 7540 7540 5560 5560 5560
2 ROWS OF FASTBRACE
DHS 250/13 PURLIN AT 1200 CRS MAX.
2 ROWS OF FASTBRACE
DHS 300/18 PURLIN AT 900 CRS MAX.
2 ROWS OF FASTBRACE
DHS 250/13 PURLIN AT 1200 CRS MAX.
W1B7
W1B7
W1B7
W1B7
W1B9
W1B7
W1B7
W1B7
W1B7
W1B7
W1
W1
W1
B8
W1
W1
B6 B6 B6 B6 B6 B6 B6
B6
B6
B1
B1
B1
B1
B1
B1
B1
B1
B1
DOUBLE PURLINDOUBLE PURLIN
DOUBLE PURLIN
85S405
F.B
F.B
F.B
F.B
F.B
F.B
F.B
F.B
F.B
F.B
F.B
F.B
F.B
F.B
F.B
F.B
F.B
F.B
F.B
F.B
B7B
7
B8B8 B8
ANCON 500 SS 16Ø TENSION SYSTEM OR SIMILAR
RB16 RB16 RB16
F.B
F.B
F.B
F.B
F.B
F.B
190
80S405
81S405
82S405
83S405
84S405
B8
B10
B8
B10
B10
B10
74S404
75S404
76S404
77S404
76S404
SIM
B8
B7
77S404
58S403
59S403
59S403
80BS405
73S404
B6
ALL RIGHTS RESERVED - NO PART OF THIS DOCUMENT MAY BE REPRODUCED IN ANY FORM WITHOUT WRITTEN APPROVAL FROM
MSC CONSULTING GROUP LIMITED
COPYRIGHT
REVISIONDWG No
JOB NoCLIENT
A3 SCALEA1 SCALEDESIGNED
DRAWN
DATE
CHECKED
DO NOT SCALE - IF IN DOUBT ASK
B1 : 100
14/03/2018 8:52:22 AM
MAR 2018 S105
39291SSANGYONG MOTORS VEHICLE
LOGISTICSROOF PLAN
281 ALBANY HIGHWAY, ALBANYAuthor
1 : 100
ROOF PLAN
BEAM SCHEDULE
MARK DECRIPTION
B1 410 UB 53.7
B2 310 UB 46.2
B3 310 UC 96.8
B4 310 UB 32.0
B6 250x150x9.0RHS
B7 250 PFC
B8 300 PFC
B9 380 PFC
B10 150 UC 30.0
WALL SCHEDULE
MARK DESCRIPTION
LBW 90x45 SG8 AT 400 CRS. NOG AT 800 CRS +GS1-N BRACING
W1 150 PRECAST PANEL
W2 200 PRECAST PANEL
REV DATE AMENDMENT BY
B 14.03.18 RE-ISSUE FOR PEER REVIEW DCG
A 08.03.18 PEER REVIEW DCG
GROUND LEVEL
50400
MEZZANINE DECK
53900
TOP OF PARAPET
58100
123
W1 W1 W1
W1
F6F6
B8
58S403
58S403
77S404
GROUND LEVEL
50400
MEZZANINE DECK
53900
TOP OF PARAPET
58100
23
F1F6 F6
W1 W1
W1
B1
20S303
C2
76S404
SIM
WP
WP450 450
150
60S403
B8 W1
GROUND LEVEL
50400
MEZZANINE DECK
53900
3 1
TOP OF PARAPET
58100
2
W1
W1
B2
C4
F6
7060 6940
1650
1200 1200 1200 1200 1200 1200 1200 1200 1200 1200
47S402
SIM
57S403
62S403
GROUND LEVEL
50400
MEZZANINE DECK
53900
3 1
TOP OF PARAPET
58100
2
B1
B4
C1
C2
W1
F1F1
B8
7060 6940
1730
1200 1200 1200 1200 1200 1200 1200 1200 1200 1200
3°
55S403
54S402
56S403
F.BF.B
F.B
SP
LIC
E
1200
SP
LIC
E
SP
LIC
E
SP
LIC
E
1200 1200
1200
350
B8
REFER DETAIL 42/S401 FOR PFC CONN. DETAIL
42S401
SIM.
B8
6S301
GROUND LEVEL
50400
MEZZANINE DECK
53900
3 1
TOP OF PARAPET
58100
2
B1
C1C
2
F4
F1
W1
7060 6940
40S401
41S401
42S401
43S401
SP
LIC
E F.BF.B
F.B
F.B
44S401
45S401
46S401
12001200S
PLIC
E690
150
ADDITIONAL PFC & BEAM EXTENDED 690mm FROM COLUMN ON GRID D ONLY
B8B8
GROUND LEVEL
50400
MEZZANINE DECK
53900
3 1
TOP OF PARAPET
58100
2
B1
C1C
2
B2 B2
W1
F1F2
F4
7060 6940
C3
900 900 900 900 900 900 900 900 900 900 900 900 900 900
335940 1200 1200 1200 1200
B8B8
B2
ANCON 500 SS 16Ø TENSION SYSTEM
50S402
49S402
48S402
47S402
F.BF.B
F.B
F.B
51S402
52S402
44S401
54S402
53S402
SP
LIC
E
1200 1200
SP
LIC
E
SP
LIC
E
SP
LIC
E
1200 1200
SP
LIC
E
61S403 1200
B8
43S401
61S403
GROUND LEVEL
50400
MEZZANINE DECK
53900
1
TOP OF PARAPET
58100
2
B1
C4
C1C
2
F1
F3
F4
W1
6940
1670
F.B F.BF.B
F.B
SP
LIC
E
1200SP
LIC
E
1200
GROUND LEVEL
50400
MEZZANINE DECK
53900
1
TOP OF PARAPET
58100
W1W1
F6 F6
W1
B7
1a4185
ALL RIGHTS RESERVED - NO PART OF THIS DOCUMENT MAY BE REPRODUCED IN ANY FORM WITHOUT WRITTEN APPROVAL FROM
MSC CONSULTING GROUP LIMITED
COPYRIGHT
REVISIONDWG No
JOB NoCLIENT
A3 SCALEA1 SCALEDESIGNED
DRAWN
DATE
CHECKED
DO NOT SCALE - IF IN DOUBT ASK
B1 : 100
14/03/2018 8:52:25 AM
MAR 2018 S201
39291SSANGYONG MOTORS VEHICLE
LOGISTICSELEVATIONS AND SECTIONS - SHEET 1
281 ALBANY HIGHWAY, ALBANYAUTHOR
1 : 100
ELEVATION GRID A1 : 100S102
ELEVATION GRID B+A1 : 100
ELEVATION GRID B1 : 100
ELEVATION GRID C
1 : 100
ELEVATION GRID D (GRID H SIM. UNO)1 : 100
ELEVATION GRID F (GRID G SIM)1 : 100
ELEVATION GRID J (GRID K SIM)1 : 100
ELEVATION GRID L
BEAM SCHEDULE
MARK DECRIPTION
B1 410 UB 53.7
B2 310 UB 46.2
B3 310 UC 96.8
B4 310 UB 32.0
B6 250x150x9.0RHS
B7 250 PFC
B8 300 PFC
B9 380 PFC
B10 150 UC 30.0
COLUMN SCHEDULE
MARK DESCRIPTION
C1 410 UB 53.7
C2 273.1 x 12.7CHS
C3 200 UC 46.2
C4 89 x 89 x 6.0 SHS
C5 150 UC 30.0
FOUNDATION SCHEDULE
MARK DESCRIPTION
F1 1400 SQ x 400 PAD
F2 1000 SQ x 400 PAD
F3 700 SQ x 400 PAD
F4 1200 x 1700 x 300 DEEP FOOTING
F5 900x300 STRIP FOOTING
F6 600x200 STRIP FOOTING
F7 300x300 STRIP FOOTING
F8 300x200 STRIP FOOTING
F9 500x200 STRIP FOOTING
WALL SCHEDULE
MARK DESCRIPTION
LBW 90x45 SG8 AT 400 CRS. NOG AT 800 CRS +GS1-N BRACING
W1 150 PRECAST PANEL
W2 200 PRECAST PANEL
REV DATE AMENDMENT BY
B 14.03.18 RE-ISSUE FOR PEER REVIEW DCG
A 08.03.18 PEER REVIEW DCG
GROUND LEVEL
50400
MEZZANINE DECK
53900
C D E F G H I J K L
TOP OF PARAPET
58100
BA+
F5 F4 F4F4 F5
F4F5F4
F5
F4F5
F4F5 F4F5
F6F6
W1 W
1
C1 C1
C1
C1
C1
C1
C1
C1
B8
B7 B7 B7 B9 B7 B7 B7 B7 B7B7
556055605560754075401012069306930693035305150
W1 W1 W1 W1 W1 W1 W1 W1 W1 W1 W1W1 W1 W1 W1 W1 W1 W1 W1 W1
F.B F.B F.B F.B F.B F.B F.B F.B
63S403
64S403
3600 MAX.
21S303
22S303
F5F5
19000700012000700026590
F5
2100
2400
240
2700
3000
3300
F5F5
F5
25S304
26S304
27S304
GROUND LEVEL
50400
MEZZANINE DECK
53900
G H I J
408014802785475514254690
B4 B4
C4
C4
C4
C4
C4
F3 F3 F3 F3 F3
B2
556075407540
66S403
GROUND LEVEL
50400
MEZZANINE DECK
53900
C
TOP OF PARAPET
58100
B
F6 F6F6
W1
W1
B8
W1
3530CUT-OUT IN WALL TO
ALLOW FOR PFC
56S403
GROUND LEVEL
50400
MEZZANINE DECK
53900
C D E F G H I
TOP OF PARAPET
58100
B
B8 B8
B6 B6 B6
B6
B6 B6 B6
B6B6B6B2B6B6B6
F1 F1 F1 F1 F1 F1 F1
W1
C2
C2
C2
C2
C2
C2
C2
B6
75407540101206930693069303530
C5
CS202
58S403
68S403
B8 B8
59S403
59S403
ANCON 500 SS 16Ø TENSION SYSTEM TYP.
(UNO) ANCON 500 SS 36Ø TENSION SYSTEM
67S403
B8
GROUND LEVEL
50400
MEZZANINE DECK
53900
TOP OF PARAPET
58100B8
B6
B6
C2 C2
C2
B6 B6 B6
B6 B6
F1 F1 F1 F6 F6
W1
W1
74S404
ANCON 500 SS 16Ø TENSION SYSTEM TYP.
(UNO)
MEZZANINE DECK
53900
3
TOP OF PARAPET
58100
C5
B2
B6
B8
340
69S404
ANCON 500 SS 16Ø TENSION SYSTEM
B2
B8
ALL RIGHTS RESERVED - NO PART OF THIS DOCUMENT MAY BE REPRODUCED IN ANY FORM WITHOUT WRITTEN APPROVAL FROM
MSC CONSULTING GROUP LIMITED
COPYRIGHT
REVISIONDWG No
JOB NoCLIENT
A3 SCALEA1 SCALEDESIGNED
DRAWN
DATE
CHECKED
DO NOT SCALE - IF IN DOUBT ASK
B1 : 100
14/03/2018 8:52:27 AM
MAR 2018 S202
39291SSANGYONG MOTORS VEHICLE
LOGISTICSELEVATIONS AND SECTIONS - SHEET 2
281 ALBANY HIGHWAY, ALBANYAuthor
BEAM SCHEDULE
MARK DECRIPTION
B1 410 UB 53.7
B2 310 UB 46.2
B3 310 UC 96.8
B4 310 UB 32.0
B6 250x150x9.0RHS
B7 250 PFC
B8 300 PFC
B9 380 PFC
B10 150 UC 30.0
1 : 100
ELEVATION GRID 1
COLUMN SCHEDULE
MARK DESCRIPTION
C1 410 UB 53.7
C2 273.1 x 12.7CHS
C3 200 UC 46.2
C4 89 x 89 x 6.0 SHS
C5 150 UC 30.0
FOUNDATION SCHEDULE
MARK DESCRIPTION
F1 1400 SQ x 400 PAD
F2 1000 SQ x 400 PAD
F3 700 SQ x 400 PAD
F4 1200 x 1700 x 300 DEEP FOOTING
F5 900x300 STRIP FOOTING
F6 600x200 STRIP FOOTING
F7 300x300 STRIP FOOTING
F8 300x200 STRIP FOOTING
F9 500x200 STRIP FOOTING
WALL SCHEDULE
MARK DESCRIPTION
LBW 90x45 SG8 AT 400 CRS. NOG AT 800 CRS +GS1-N BRACING
W1 150 PRECAST PANEL
W2 200 PRECAST PANEL
1 : 100
ELEVATION GRID 1a
1 : 100
ELEVATION GRID 21 : 100
ELEVATION GRID 3
1 : 100S102
SECTION BB
1 : 100S103
SECTION CC
REV DATE AMENDMENT BY
B 14.03.18 RE-ISSUE FOR PEER REVIEW DCG
A 08.03.18 PEER REVIEW DCG