ssangyong motors vehicle logistics - … · existing services: it is the responsibility of the...

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





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





WALL SCHEDULE

MARK DESCRIPTION

LBW 90x45 SG8 AT 400 CRS. NOG AT 800 CRS +GS1-N BRACING

W1 150 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



COPYRIGHT

REVISIONDWG No

JOB NoCLIENT


DRAWN

DATE

CHECKED


B1 : 200

14/03/2018 8:52:18 AM

MAR 2018 S101


LOGISTICSSITE PLAN


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







WALL SCHEDULE

MARK DESCRIPTION







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



COPYRIGHT

REVISIONDWG No

JOB NoCLIENT


DRAWN

DATE

CHECKED


B1 : 100

14/03/2018 8:52:19 AM

KZ MAR 2018

MP

S102


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







WALL SCHEDULE

MARK DESCRIPTION







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



COPYRIGHT

REVISIONDWG No

JOB NoCLIENT


DRAWN

DATE

CHECKED


B1 : 100

14/03/2018 8:52:21 AM

MAR 2018 S103


LOGISTICSMEZZANINE PLAN


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







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


2 ROWS OF FASTBRACE


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



COPYRIGHT

REVISIONDWG No

JOB NoCLIENT


DRAWN

DATE

CHECKED


B1 : 100

14/03/2018 8:52:22 AM

MAR 2018 S105


LOGISTICSROOF PLAN


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







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



COPYRIGHT

REVISIONDWG No

JOB NoCLIENT


DRAWN

DATE

CHECKED


B1 : 100

14/03/2018 8:52:25 AM

MAR 2018 S201


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







WALL SCHEDULE

MARK DESCRIPTION







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



COPYRIGHT

REVISIONDWG No

JOB NoCLIENT


DRAWN

DATE

CHECKED


B1 : 100

14/03/2018 8:52:27 AM

MAR 2018 S202


LOGISTICSELEVATIONS AND SECTIONS - SHEET 2


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







WALL SCHEDULE

MARK DESCRIPTION




1 : 100

ELEVATION GRID 1a

1 : 100

ELEVATION GRID 21 : 100

ELEVATION GRID 3

1 : 100S102

SECTION BB

1 : 100S103

SECTION CC




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