PALMERSTON ISLAND NEW CYCLONE SHELTERprocurement.gov.ck/wp-content/uploads/2018/05/710471... · 2018. 5. 18. · members a dry-pack mix by dry volume or weight shall consist of 1

GOVERNMENT OF THE COOK ISLANDS,INFRASTRUCTURE COOK ISLANDSPALMERSTON ISLAND

NEW CYCLONE SHELTER

SITE

SheetProject No Revision

710471 CVR B

Surveying

Urban Development

Infrastructure Buildings | Energy | Transport | Water

Engineering Civil | Structural | Environment | Marine

Project ManagementAsset Management

FOR TENDER

calibregroup.com

DRAWING SHEET LIST

NO. DESCRIPTION

S000 COVER

SN01 GENERAL NOTES- SHEET 1



S001 FOUNDATION PLAN AND DETAILS

S002 GROUND FLOOR PLAN AND DETAILS

S003 FIRST FLOOR PLAN AND DETAILS- SHEET 1

S004 FIRST FLOOR DETAILS- SHEET 2

S005 UPPER ROOF PLAN

S006 LOWER ROOF PLAN

S007 ELEVATIONS

S008 AWNING DETAILS

S009 RAMP AND STAIRS DETAILS

S010 TYPICAL WALL REINFORCING

H:\AKL\710471 ICI Palmerston Island\320 Drawings\3_Drawing\710471-SN01.dwg, Plotted By Gina Hunt at 9/01/2018 8:50:41 AM Scale 1:2

Surveyed

Designed

Drawn

Reviewed

Approved

Verify all dimensions on site before commencing work. Prioritise figured dimensions over scaling. Refer all discrepancies to Calibre.

This document and the copyright in this document remain the property of Calibre Consulting Limited. The contents of this document may not be reproduced either in

whole or in part by any means whatsoever without the prior written consent of Calibre Consulting Limited.


Sheet TitleClient Project Title Scale ( A1 Original )

SCALE NOT APPLICABLE

Revision App Date

710471 SN01 B

GOVERNMENT OF THE COOK

ISLANDS INFRASTRUCTURE

COOK ISLANDS

PALMERSTON ISLAND

NEW CYCLONE SHELTER

GENERAL NOTES

SHEET 1

SRG Sep-17

GH Sep-17

TD Sep-17

ND Sep-17A FOR TENDER SRG 29.09.17

B FOR TENDER SRG 31.10.17

PLACE DPC UNDER ALL FOUNDATIONS AND GROUND-BEARING SLABS.

WHERE REQUIRED PLACE 40 mm SITE CONCRETE UNDER FOUNDATIONS.

THE TOP SURFACE OF ALL HARDFILL TO RECEIVE A DPC IS TO BE CHOKED WITH SAND.

ANY SOFT SPOTS AT FORMATION LEVEL ARE TO BE DUG OUT AND REPLACED WITH WELL-COMPACTED

SAND.

ALLOWABLE WORKING SOIL STRESS = 100 KPa

FOUNDATIONS ARE TO BE FOUNDED ON ORIGINAL UNDISTURBED GROUND, AT A MINIMUM DEPTH OF 450

mm. BEFORE ANY CONCRETE IS PLACED A QUALIFIED ENGINEER SHALL VERIFY THAT THE SAFE BEARING

CAPACITY OF THAT GROUND IS AS FOLLOWS :

DIMENSIONS ARE AS FOLLOWS:

ALL DIMENSIONS TO EXISTING WORK SHALL BE VERIFIED BY SITE MEASUREMENT PRIOR TO FABRICATION

U.N.O.

DO NOT SCALE THE DRAWINGS.

ALL DIMENSIONS ARE IN MILLIMETRES, EXCEPT LEVELS AND COORDINATES WHICH ARE IN METRES.

UNLESS OTHERWISE SPECIFIED OR DETAILED ON THE DRAWINGS, THESE NOTES AND DETAILS SHALL APPLY.

INCLUSION OF THIS SN SERIES OF SHEETS IN THIS CONTRACT DOES NOT IMPLY THAT ALL DETAILS APPLY.

IN THE EVENT THAT THERE IS ANY CONFLICT BETWEEN THE DRAWINGS AND THE SPECIFICATION THEN THE

REQUIREMENTS OF THE DRAWINGS SHALL TAKE PRECEDENCE, WITH THE DETAIL DRAWINGS TAKING

PRECEDENCE OVER THESE GENERAL NOTES.

SUBSTITUTION FOR OR AMENDMENT OF DETAILS SHOWN OR MATERIALS SPECIFIED SHALL NOT BE CARRIED OUT

WITHOUT APPROVAL OF THE ENGINEER.

THE LOCATION, SIZE AND DETAILS OF ALL NIBS, PLINTHS, RECESSES, REBATES, PENETRATIONS etc. IN

STRUCTURAL MEMBERS, MUST BE APPROVED BY THE ENGINEER PRIOR TO CONSTRUCTION UNLESS SHOWN ON

THE STRUCTURAL DRAWINGS. THESE ITEMS SHALL BE CAST-IN, FORMED, OR SHOP FABRICATED AND SHALL

NOT BE CUT OR CORED ON SITE, UNLESS NOTED OTHERWISE OR APPROVED BY THE ENGINEER.

THE PRESENCE, LOCATION AND DETAILS OF NIBS, PLINTHS, RECESSES, REBATES, PENETRATIONS, SLEEVES,

CHASES, DUCTS, CAST-IN FIXINGS, INSERTS, BRACKETS, FLASHINGS, DAMP-PROOFING AND WATERPROOFING

etc ARE NOT NECESSARILY SHOWN ON THE STRUCTURAL DRAWINGS. REFER TO ARCHITECTURAL, SERVICES,

CIVIL, AND OTHER PROJECT DRAWINGS AND SPECIFICATIONS FOR THESE ITEMS.

THE STRUCTURAL DRAWINGS SHALL BE READ IN CONJUNCTION WITH THE SPECIFICATION AND WITH

ARCHITECTURAL, SERVICES, CIVIL AND OTHER PROJECT DRAWINGS. ANY DISCREPANCIES SHALL BE REFERRED TO

THE ENGINEER FOR RESOLUTION.

1.

3.

4.

2.

A : GENERAL

2.

4.

3.

6.

5.

LONG

MAXIMUM

MINIMUM

NEW

MILD STEEL

NOT APPLICABLE

NOMINAL BORE

NON DESTRUCTIVE TESTING

LG

MAX

MIN

MS

(N)

NB

N/A

NDT

B : ABBREVIATIONS

1.

2.

3.

4.

5.

6.

ALTERNATE

ADDITIONAL

BOTTOM

BLOCKING

BOTH SIDES

ALT

APPROX

ADDNL

B

BLKG

C

CAR

BS

APPROXIMATE

COVER or CENTRAL

COVER ALL ROUND

NEAR FACE

OVERALL

OVERHEAD

NEAR SIDE

OPPOSITE

NOT TO SCALE

OUTSIDE DIAMETER

PRECAST CONCRETE

PITCH CIRCLE DIAMETER

PLATE

RADIUS

REINFORCING

PRESTRESSED CONCRETE

PLAIN BAR GRADE 300

REINFORCED CONCRETE

REFER, REFERENCE

REDUCED LEVEL

PARALLEL FLANGE CHANNEL

NF

NS

NTS

O/A

OD

PC

OPP

PCD

O/H

PL

R

PSC

RAD

RL

REF

REINF

RHS

RC

PFC

SIMILAR

SQUARE

STARTER

STANDARD

STAGGER

STIFFENER

SQUARE HOLLOW SECTION

SAWCUT JOINT

STAINLESS STEEL

TOP

SYMMETRICAL

TOP OF

THICK

TAPER FLANGE BEAM

TAPER FLANGE CHANNEL

TOP OF CONCRETE

TOP OF GRATING

TOP OF ROUGH CONCRETE

STIRRUP

SJ

SQ

SHS

SIM

STA

STD

STG

STIFF

SS

T

SYMM

TFB

TFC

TO

TOC

TOG

TORC

THK

STRP

SFL STRUCTURAL FLOOR LEVEL

RECTANGULAR HOLLOW SECTION

TRIMMER

TYPICAL

UNDERSIDE

VERTICAL

TOP OF STEEL

UNEQUAL ANGLE

UNIVERSAL BEAM

UNIVERSAL COLUMN

UNLESS NOTED OTHERWISE

UA

UB

TOS

TRM

TYP

UC

U.N.O.

U/S

VERT

DOUBLE ANGLE BACK TO BACK

COLUMN

CONCRETE

C/C

CHS

CJ

CL

CB

COL

CONC

CONN

CONT

CENTRES

DETAIL

DIAMETER

DIAGONAL

DIMENSION

CRS

C/W

d

CT

DET

DIA, Ø

DIAG

DIM

D

C.O.S.

DOWN PIPE

DRAWING

ELEVATION

EACH WAY

OUT OF

EXISTING

EACH FACE

DP

DPC

DWG

EA

EW

EX

EF

EL, ELEV

EXTG, (E)

FAR FACE

FIGURE

FLAT

FLANGE

FAR SIDE

FF

FFL

FIG

FL

FLG

FRR

FW

FWAR

FS

FDN

DOS

GAUGE

HORIZONTAL

g

GL

HD

HORZ

HR

ID

IL

IP

H.D. BOLT

H.D. GALV.

LAR

CENTRE TO CENTRE

CIRCULAR HOLLOW SECTION

CONSTRUCTION JOINT

CENTRE LINE

CONNECTION

CONTINUOUS

CHECK ON SITE

COMPLETE WITH

DEFORMED BAR GRADE 300

DETERMINE ON SITE

DAMP PROOF COURSE

EQUAL ANGLE

FOUNDATION

FINISHED FLOOR LEVEL

FIRE RESISTANCE RATING

FILLET WELD

FILLET WELD ALL ROUND

GROUND LEVEL

DEFORMED BAR GRADE 500

HOLDING DOWN BOLT

HOT DIPPED GALVANISED

PLAIN BAR GRADE 500

INSIDE DIAMETER

INVERT LEVEL

INTERSECTION POINT

LAP AT RANDOM

BOLT OR BAR DIAMETER

'T' CUT FROM UB

'T' CUT FROM UC

C : DIMENSIONS

(a) FOR UB & UC SECTIONS TO : CENTRE LINE

(b) FOR CHANNELS AND ANGLES : TO BACK

(c) FOR CLEATS : TO ONE SIDE

D : FOUNDATIONS

THE CHEMSET ANCHORAGE SYSTEM SHALL BE THE RAMSET EPCON CERAMIC FILLED EPOXY SYSTEM

INSTALLED IN STRICT ACCORDANCE WITH THE MANUFACTURER'S RECOMMENDATIONS. HOLES SHALL

BE DRILLED WITH A MASONRY BIT AND THOROUGHLY CLEANED BEFORE ANCHOR INSTALLATION. IN

DRY, INTERIOR AREAS THE ANCHOR BOLTS MAY BE RAMSET THREADED ANCHORS WITH PASSIVATED

ZINC COATING.

IN EXTERIOR AREAS, THE ANCHORS SHALL BE FULLY THREADED MILD STEEL ROUNDS HOT DIP

GALVANISED AFTER FABRICATION.

CHEMICAL ANCHORS :

EXPANSION ANCHORS SHALL BE HOT DIP GALVANISED RAMSET TRUBOLTS OR APPROVED EQUIVALENT.

EXPANSION ANCHORS :

THE JOINT SHALL BE FILLED AND COMPACTED ABOUT 10 mm AT A TIME. EACH 10 mm ADDITION SHALL BE

SOLIDLY COMPACTED OVER ITS ENTIRE SURFACE BY THE USE OF A HARDWOOD CAULKER AND A HAMMER. THE

CAULKER SHALL HAVE A FACE AREA OF ABOUT 25 mm SQUARE. THE EXPOSED EDGE OF THE DRY-PACK SHALL

BE FINISHED SMOOTH AND SHALL TAPER INWARDS AT THE TOP, LEAVING THE EDGE OF THE BASE-PLATE 5 mm

PROUD OF THE DRY-PACK TO MINIMISE RAIN PENETRATION.

USE SIKAGROUT 212 OR SIMILAR AS A DRY PACK FOR LOAD BEARING MEMBERS. FOR NON LOAD BEARING

MEMBERS A DRY-PACK MIX BY DRY VOLUME OR WEIGHT SHALL CONSIST OF 1 PART CEMENT TO 2.5 PARTS

OF SAND THAT WILL PASS A No.14 BRITISH STANDARD SIEVE MAY BE USED. SUFFICIENT WATER SHALL BE

ADDED TO PRODUCE A MORTAR WHICH, WHEN USED, WILL STICK TOGETHER ON BEING MOLDED INTO A BALL

BY A SLIGHT PRESSURE OF THE HANDS, AND WILL NOT EXUDE FREE WATER BUT WILL LEAVE THE HANDS

DAMP. THE PROPER AMOUNT OF MIXING WATER AND THE PROPER CONSISTENCY ARE THOSE WHICH WILL

PRODUCE A FILLING WHICH IS AT THE POINT OF BECOMING RUBBERY WHEN THE MATERIAL IS SOLIDLY

PACKED. ANY LESS WATER WILL NOT MAKE A SOUND SOLID PACK; ANY MORE WILL RESULT IN EXCESSIVE

SHRINKAGE.

GROUTING UNDER BASE PLATES :

PURLIN CLEATS SHALL BE CONSISTENT WITH THE DIMOND INDUSTRIES STANDARD DETAILS.

THE PURLINS SHALL BE INSTALLED COMPLETE WITH THE ROWS OF SAG RODS AND CHANNEL BRACES SHOWN

ON THE DRAWINGS. ALL DETAILING SHALL BE CONSISTENT WITH DIMOND'S RECOMMENDATIONS.

PURLINS SHALL BE DIMOND HI-SPAN, FABRICATED FROM HIGH STRENGTH, COLD ROLLED GALVANISED

STEEL.

NO STEEL SHALL BE GAS CUT OR HOLES BLOWN OUT TO AID ERECTION WITHOUT THE WRITTEN PERMISSION

OF THE ENGINEER.

ALL HOLES IN STEEL SECTIONS SHALL BE DIMENSIONED TO GAUGE LINES AS SHOWN IN AISC : DESIGN

CAPACITY TABLES FOR STRUCTURAL STEEL.

ALL HOLES SHALL BE PUNCHED OR DRILLED 2 mm LARGER THAN THE BOLT DIAMETER U.N.O. HOLES IN BASE

PLATES MAY BE UP TO 6 mm LARGER THAN THE BOLT DIAMETER U.N.O.

NO GRADE 8.8 BOLT OR NUT SHALL BE WELDED, TACK WELDED OR IN ANY OTHER WAY DAMAGED.

HOLDING-DOWN BOLTS SHALL BE GRADE 4.6 OR GRADE 250.

ALL BOLTS, NUTS AND WASHERS SHALL BE GALVANISED BY THE MANUFACTURER, PAINTED WITH EPOXY

PAINT COATING POST INSTALLATION

BOLTING NOMENCLATURE :

ALL STRUCTURAL BOLTS AND NUTS SHALL BE GRADE 8.8 TO AS1252 C/W HARDENED WASHER.

ALL WELDS SHALL BE 5 mm FILLET WELD ALL ROUND U.N.O., SUBJECT TO MINIMUM WELD SIZE

REQUIREMENT OF AS/NZS 1554.1.

ALL WELDING TO AS/NZS 1554.1 CATEGORY SP U.N.O. ALL WELDING SHALL BE CARRIED OUT BY PERSONS

HOLDING A CURRENT TEST CERTIFICATE FOR THE REQUIRED POSITIONS ISSUED BY A RECOGNISED

AUTHORITY. WELDS TO BE GRADE E48XX OR EQUIVALENT ELECTRODE MATERIAL.

HOT ROLLED STRUCTURAL SECTIONS TO OneSteel-300PLUS.

RECTANGULAR HOLLOW SECTIONS TO AS1163 GRADE C350.

HOT ROLLED PLATES TO AS3678 GRADE 250.

CIRCULAR HOLLOW SECTIONS TO AS1163 GRADE C250.

STEEL GRADES :

ALL STEELWORK SHALL BE FABRICATED AND ERECTED TO NZS 3404

G : STEELWORK

12.

13.

14.

15.

16.

1.

2.

E : DRILL-IN FIXINGS

TURN METHOD, IN ACCORDANCE WITH NZS 3404

TURN METHOD, IN ACCORDANCE WITH NZS 3404

SHALL BE SUITABLE FOR FRICTION MODE BOLTING.

THE SURFACE FINISHES OF ALL MATING SURFACES

2.

1.

5.

4.

8.8/S

8.8/TF

8.8/TB

6.

7.

9.

8.

11.

10.

3.

- GRADE 8.8 BOLT TIGHTENED IN SNUG TIGHT MODE.

- GRADE 8.8 BOLT TIGHTENED USING PART

- GRADE 8.8 BOLT TIGHTENED USING PART

ANY DISCREPANCIES IN THESE DRAWINGS AND/OR SPECIFICATION OR WITH ARCHITECTURAL OR OTHER

TRADES DRAWINGS AND/OR SPECIFICATION SHALL BE REFERRED TO THE ENGINEER/ARCHITECT FOR

CLARIFICATION PRIOR TO COMMENCING THAT SECTION OF WORK.

THE CONTRACTOR IS RESPONSIBLE TO ADEQUACY OF COMPONENTS FOR LIFTING AND ERECTION, AND FOR

PROPPING AND PROVIDING LATERAL RESTRAINT DURING CONSTRUCTION, UNTIL ALL STEEL IS FULLY IN PLACE

AND ALL CONCRETE UP TO THAT LEVEL IS ADEQUATELY CURED TO CARRY THE CONSTRUCTION LOADS.

7.

8.

THE STRUCTURAL STEELWORK DRAWINGS SHOW THE DESIGN INTENT. THE STRUCTURAL STEELWORK

SUPPLIER SHALL TAKE AND VERIFY ALL SITE DIMENSIONS AND LEVELS NECESSARY, PRODUCE SHOP

DRAWINGS AND SUBMIT THEM TO THE ENGINEER FOR INSPECTION. THE ACCURACY OF SHOP DRAWINGS

REMAIN THE RESPONSIBILITY OF THE CONSTRUCTOR.

ALL HOLLOW SECTIONS ARE TO BE CAPPED AND ALL JOINTS SEALED (UNO).

WHERE ITEMS ARE TO BE HOT DIPPED GALVANISED, ALLOW FOR TOLERANCES, VENT HOLES ETC.

17.

18.

19.

ALL H3.2, H4 OR H5 TREATED TIMBER CUT ON SITE SHALL BE TREATED WITH "METALEX" ON THE CUT SURFACE.

THE DIAMETER OF THE HOLE FOR THE SHANK OF A COACH SCREW SHALL BE NOT LESS THAN THE SHANK

DIAMETER AND SHALL NOT EXCEED IT BY MORE THAN 1.5 mm. THE DIAMETER OF THE HOLE FOR THE

THREADED PORTION SHALL NOT EXCEED THE ROOT DIAMETER OF THE SCREW, AND ITS DEPTH SHALL BE AT

LEAST TWO DIAMETERS GREATER THAN THE INTENDED DEPTH TO WHICH THE SCREW IS TO BE DRIVEN.

COACH SCREWS SHALL NOT BE HAMMERED INTO PLACE BUT TURNED WITH A WRENCH.

COACH SCREWS :

BOLTS SHALL BE GRADE 4.6 COMPLETE WITH WASHERS UNDER BOTH HEAD AND NUT. ALL WASHERS SHALL BE

50 x 50 x 4mm. COACH SCREWS SHALL HAVE WASHERS UNDER THE HEAD

ALL NAILS, BOLTS, FASTENERS, CONNECTORS AND OTHER HARDWARE SHALL BE S/S UNLESS SPECIFIED

OTHERWISE.

ALL HARDWARE SHALL BE SECURED WITH FASTENERS WHICH ARE COMPATIBLE WITH THE HARDWARE IN

MATERIALS AND FINISH AND COMPLY WITH THE HARDWARE MANUFACTURER'S RECOMMENDATION.

ALL TIMBER SHALL BE NEW, SOUND AND FREE FROM DEFECTS AND SHALL HAVE A MOISTURE CONTENT OF

NOT MORE THAN 18% AT THE TIME OF INSTALLATION. SEASONED OR DRY TIMBER STORED ON SITE SHALL

BE PROTECTED FROM WEATHER AT ALL TIMES.

ALL MEMBERS FORMED BY PAIRS (OR MORE) OF TIMBERS TO BE NAILED TOGETHER AT 150 CRS.

STAGGERED, ALTERNATE SIDES.

ALL TIMBER IN CONTACT WITH CONCRETE SHALL BE PROTECTED WITH A DPM LAYER.

TIMBER FRAMING SHALL BE RADIATA PINE MSG 8 GRADE, +H3

ALL STRUCTURAL TIMBER WORK SHALL COMPLY WITH NZS 3603 AND NZS 3604

F : TIMBER

2.

3.

4.

1.

5.

6.

7.

8.

9.

ALL SERVICES SHALL BE IDENTIFIED AND CLEARLY MARKED BY THE CONTRACTOR PRIOR TO ANY

EXCAVATION OR GROUND DISTURBANCE OCCURRING.

1.

Level 1, Building 8

666 Great South Rd

Ellerslie,

Auckland 1051

+64 9 525 9770

calibreconsulting.co

COATINGS :20.

ALL STEEL WORK TO BE HOT DIPPED GALVANISED. HDG600 TO AS2312 FOR EXPOSIVE CLASS E-M


Surveyed

Designed

Drawn

Reviewed

Approved







Revision App Date

710471 SN02 B



COOK ISLANDS

PALMERSTON ISLAND

NEW CYCLONE SHELTER

GENERAL NOTES

SHEET 2

SRG Sep-17

GH Sep-17

TD Sep-17



(d) CRANKED BARS SHALL BE DIMENSIONED AS FOLLOWS :

BEND AND

STANDARD LEG

DENOTES

or

DENOTES

DENOTES

(a)

(b)

(c)

d+

7m

m

FULL TENSION LAP

12.

SPLICE LENGTHS SHALL BE IN ACCORDANCE WITH NZS 3101 AND FOR F'c SHOWN

SHALL BE A MINIMUM OF:

(a) FOR DEFORMED MILD STEEL BARS GRADE 300

LAP OR SPLICE LENGTHS :

ALL RE-ENTRANT CORNERS SHALL HAVE DIAGONAL TRIM BARS OF D12 OR THE

LARGEST REINFORCING BAR OF 2 X SPLICE LENGTH.

RE-ENTRANT CORNERS :

SPLICE LENGTHS

HD10

HD12

HD16

HD20

HD25

HD32

HD40

(b) FOR DEFORMED HIGH YIELD BARS GRADE 500E

BAR

DESIGNATION

500 / 650

600 / 780

800 / 1040

1000 / 1300

1250 / 1625

1600 / 2080

2000 / 2600

460 / 595

550 / 715

740 / 950

920 / 1190

1150 / 1485

1460 / 1900

1825 / 2375

30 MPa or HIGHER25 MPa

SPLICE LENGTHS

D10

D12

D16

D20

D25

D32

D40

300 / 390

365 / 470

485 / 625

600 / 780

750 / 975

965 / 1250

1200 / 1560

275 / 360

330 / 430

435 / 570

550 / 715

690 / 890

880 / 1140

1095 / 1425

SPLICE LENGTH NOTATION :

FOR COLUMNS, BOTTOM BEAM OR SLAB BARS OR TOP

BEAM BARS WHERE LESS THAN 300mm OF CONCRETE IS

PLACED BELOW THE BEAM BARS

TOP BEAM BARS WHERE MORE

THAN 300mm OF CONCRETE IS

PLACED BELOW THE BEAM BARS

BAR

DESIGNATION

30 MPa or HIGHER

25 MPa

NO REINFORCING SHALL BE RE-BENT ON SITE UNLESS SHOWN ON THE DRAWINGS, AND WHERE RE-BENT

SHALL ONLY BE RE-BENT ONCE.

NO REINFORCING IS TO BE WELDED WITHOUT THE WRITTEN AUTHORITY OF THE ENGINEER. THE

WELDING OF REINFORCING IS TO BE IN ACCORDANCE WITH AS/NZS 1554.3.

NZS 3422 WELDED FABRIC OF DRAWN STEEL WIRE

NZS 3402 HOT ROLLED STEEL BARS

REINFORCEMENT SHALL BE TO :

SURFACE FINISHES SHALL BE TO NZS 3114, TYPICALLY AS FOLLOWS U.N.O. :

ALL STRUCTURAL CONCRETE SHALL BE SPECIAL GRADE TO NZS 3104.

STRENGTHS SHALL BE AS FOLLOWS U.N.O. :

ALL STRUCTURAL CONCRETE WORKMANSHIP AND MATERIALS SHALL BE IN ACCORDANCE WITH

NZS 3109.

- 25 MPa

- 25 MPa

BAR LOCATION

BAR SPACING

1.

3.

2.

FOUNDATIONS

- PLAIN BAR GRADE 300E

- PLAIN BAR GRADE 500E

4.

D

R

HR

HD

6.

5.

BURIED FOUNDATIONS

CONCRETE EXPOSED TO VIEW

NOMENCLATURE :

REINFORCING NOTATION :

8.

7.

TYPE OF BAR

BAR DIAMETER

H : CONCRETE

CAST INSITU SLABS, BEAMS & COLUMNS

- F4 or U3

- F1 or U1

- DEFORMED BAR GRADE 300E

- DEFORMED BAR GRADE 500E

D16 - 250 T & B

SAWCUTS TO BE 5mm WIDE AND EXTEND TO A THIRD DEPTH OF SLAB. SAW CUTTING TO TAKE PLACE NO

LATER THAN 24 HOURS FOR AVERAGE AMBIENT TEMPERATURE ABOVE 20°C AND 48 HOURS FOR BELOW 20°C.

9.

10.

11.

H : CONCRETE

OFFSET LAPS IN MAIN BARS SHALL BE 1:6 MINIMUM FOR

GRADE 300 AND 1:9 MINIMUM FOR GRADE 500 BARS.

8

d

b

f

o

r

R

db

db

di

16 db for R

12 db for D

90°-180°

di

PLAIN BARS (R)

SECONDARY REINFORCEMENT DETAILS :

300

OR

500E

6 - 20 2db 4db

25 3db 6db

DEFORMED BARS (D)

PRINCIPAL REINFORCEMENT DETAILS :

STIRRUP HOOK 90° HOOK MINIMUM BENDS

di

MINIMUM BENDS 180° HOOK

4 db BUT > 65mm

90° HOOK

12 db HOOK

COVER TO REINFORCEMENT :

300

or

500

fy

(MPa)

6 - 20

25 - 40

5db

6db

BAR DIAMETER

db, (mm)

MIN. DIAMETER OF BEND, di(mm)

MIN. DIAMETER OF BEND, di(mm)

BAR DIAMETER

db, (mm)

6

d

b

f

o

r

D

QT STEEL SHALL NOT BE USED WHERE BENDING OR HEATING OF BARS IS REQUIRED, (BARS

WITH HOOKS OR SPLICE OFFSETS, GALVANISING, WELDING, THREADING, ETC).

DETAILS OF BAR BENDS SHALL BE AS FOLLOWS:

db

di

65mm MIN. TOPPING IS REQUIRED ON ALL UNITS. ALLOWANCE SHALL BE MADE FOR GREATER

THAN THE SPECIFIED MINIMUM TOPPING NEAR THE PRECAST SUPPORTS TO ALLOW FOR ANY

CAMBER IN THE PRECAST & SHELL BEAM UNITS. THE CONSTRUCTOR IS TO LIAISE WITH

PRECAST UNIT & SHELL BEAM MANUFACTURER TO ENSURE THE FLOORS ARE INSTALLED TO

THE CORRECT LEVELS.

ALL SIZES SHOWN ARE INDICATIVE ONLY AND TO BE CONFIRMED BY PRECAST FLOOR

MANUFACTURER.

PROP ALL FLOOR BEAMS FOR 28 DAYS AFTER TOPPING HAS BEEN POURED.

TEMPORARY PROPPING OF THE PRECAST UNITS SHALL BE THE RESPONSIBILITY OF THE

CONSTRUCTOR & SHALL BE IN ACCORDANCE WITH THE MANUFACTURER'S

RECOMMENDATIONS.

CUSTOM MESH EQUIVALENT TO STANDARD MESH WITH BARS AT GREATER THAN 250 CRS IS

NOT ACCEPTABLE FOR THE SUSPENDED FLOOR TOPPING.

LINKS, TIES, STIRRUPS AND U BARS SHALL BE BENT GENERALLY AROUND PINS OF THE SAME

DIAMETER AS THE BARS THEY ARE TO ENCLOSE, WITH A MINIMUM DIAMETER OF BENDS AS GIVEN

BELOW.

ALL TIES AND LINKS SHALL FIT CLOSELY AROUND MAIN BARS.

THE FIRST STIRRUPS SHALL BE PLACED NOT FURTHER THAN HALF THE TIE SPACING FROM FACE

OF SUPPORT.

QT STEEL SHALL NOT BE USED WHERE BENDING OF BARS IS REQUIRED.

DETAILS OF BAR BENDS SHALL BE AS FOLLOWS:

4

5

°

fy (MPa)

(a)

(b)

(a)

(b)

(c)

(d)

(e)

16.

17.

COVER SHALL BE AS NOTED UNLESS SHOWN OTHERWISE ON THE DRAWINGS. UNO 75mm

13.

(d)

(e)

(f)

(g)

(h)

PRECAST FLOOR UNITS SHALL BE DESIGNED FOR THE FOLLOWING MINIMUM LOADING,

IN ADDITION TO DEAD LOAD :

SYSTEMS ARE TO BE AS NOTED ON THE DRAWINGS AND ARE TO BE DESIGNED BY THE

MANUFACTURER.

(a)

(b) SEATING OF UNITS :

SDL

LL

(c)

IN DIRECTION OF SPAN

NOT IN DIRECTION OF SPAN

- 5.0 kPa

- 0.5 kPa

18.

- 25 mm U.N.O.

- 75 mm U.N.O.

PRECAST FLOOR SYSTEMS :

H : CONCRETE

ALL CONCRETE SHALL BE FULLY CURED. SPRAY-ON MEMBRANES SHALL BE COMPATIBLE WITH

FINISHES.

14.

15.

SHOWN OR SPECIFICALLY APPROVED BY THE ENGINEER.

NOT LESS THAN 5 mm.

CONSTRUCTION JOINTS SHALL BE PROPERLY FORMED AND USED ONLY WHERE

CONSTRUCTION JOINTS SHALL BE PREPARED BY RETARDING THE INTERFACE

SURFACE, THEN WATER BLASTING TO PRODUCE A SURFACE WHICH IS CLEAN,

FREE OF LAITANCE AND INTENTIONALLY ROUGHENED TO A FULL AMPLITUDE OF

Level 1, Building 8

666 Great South Rd

Ellerslie,

Auckland 1051

+64 9 525 9770


19.

INSITU CONSTRUCTION JOINTS :

JOINTS TO BE ROUGHENED BY USE OF COMB HAMMER TO PRODUCE >5mm DEFORMATIONS AND

CLEANED WITH WIRE BRUSH BEFORE NEXT POUR


Surveyed

Designed

Drawn

Reviewed

Approved







Revision App Date

710471 SN03 B



COOK ISLANDS

PALMERSTON ISLAND

NEW CYCLONE SHELTER

GENERAL NOTES

SHEET 3

SRG Sep-17

GH Sep-17

TD Sep-17



ALL OPENINGS SHALL BE TRIMMED WITH HD16 BARS U.N.O.

UNLESS SPECIFIED OTHERWISE ON THE DRAWINGS. MINIMUM SPLICE LAP LENGTH FOR DEFORMED BARS

SHALL BE :

MORTAR JOINTS ON EXPOSED WALLS SHALL BE RAKED WITH A HALF ROUND TOOL WHEN MORTAR IS

PARTIALLY SET.

IF HIGH GROUTING IS USED, CLEAN OUT PORTS SHALL BE PROVIDED AT EVERY VERTICAL BAR, AND AT

THE BOTTOM OF EVERY LIFT.

BLOCKS SHALL BE LAID IN STRETCHER BOND.

ALL BLOCKS 200 SERIES U.N.O.

MASONRY SHALL BE GRADE B ALL CELLS FILLED MIN. 28 DAYS GROUT STRENGTH 17.5 MPa. REINFORCING

COVER MIN 75mm

REINFORCED CONCRETE MASONRY SHALL COMPLY WITH NZS 4230 & NZS 4210

J : MASONRY

2.

3.

4.

1.

7.

6.

8.

5.

40 BAR DIAMETERS FOR GRADE 300 STEEL

70 BAR DIAMETERS FOR GRADE 500 STEEL.

ANY MIDDLE

BARS SIMILAR

BARS SIMILAR

ANY MIDDLE

200 MIN.

200 or 400

12. PLAN - FOUNDATION CORNER :

13.

STANDARD

HOOK (TYP)

ALL BARS

PLAN - FOUNDATION JUNCTION :

14.

HOOK (TYP)

STANDARD

ELEVATION - FOUNDATION STEP :

400

11. PLAN - TYPICAL CORNER DETAIL :

LAP LENGTH

10. PLAN - CONSTRUCTION JOINT :

LAPPING BARS 800mm LONG,

DEBONDED ONE SIDE WITH GREASE OR

PLASTIC TAPE

VERTICAL

REINFORCING

FILLER STRIP &

SEALANT

WALL REINFORCING

MOVEMENT JOINTS SHALL BE AT MAXIMUM 6m CRS. AT LOCATIONS TO BE AGREED WITH THE ENGINEER AND

ARCHITECT.

9.

ALL FLOORS, COLUMNS AND BEAMS TO HAVE S=60min. RATING

FOR REINFORCED CONCRETE MEMBERS MAIN BAR REINFORCING MINIMUM CONCRETE COVERS FOR

FIRE (DURABILITY MAY REQUIRE LARGER COVERS) ARE

REBAR PRESTRESSING

SIMPLY SUPPORTED BEAMS 25 40

CONTINUOUS BEAMS (1 END) 15 30

RIBBED FLOOR SLABS 25 40

FLAT FLOOR SLABS 20 35

COLUMNS 45 -

WALLS (130 MIN. THK.) 10 -

ALL STEEL MEMBERS (COLUMNS AND BEAMS) SUPPORTING FLOORS OR FLOOR MEMBERS SHALL

HAVE AN APPROVED COATING (INTUMESCENT PAINT, FIBRE INSULATION OR EQUIVALENT) TO

PROVIDE THE "S" RATING ABOVE AT T (LIMITING TEMPERATURE) OF 350° C.

ALL STEEL MEMBERS (COLUMNS, BEAMS AND TRUSSES) SUPPORTING THE ROOF,

THE EXTERNAL GLAZED FACADE, THE GLAZED ROOF AND MAIN ATRIUM TOWER DO NOT REQUIRE TO

BE FIRE RATED.

1.

2.

3.

4.

NO FIXINGS IN BOTTOM OR LOWER 150mm

TO SIDES OF RIBS

K : FIRE RESISTANCE RATING (FRR)

L : FITOUT AND SERVICES FIXINGS

NO FIXINGS ARE TO BE DRILLED OR DRIVEN INTO PRESTRESSED REGIONS OF DOUBLE T's, FLAT

SLABS, SHELL BEAMS OR PRESTRESSED BEAMS

1.

SPLICE BARS

90° HOOK

L

FORK HOISTS OR SIMILAR UP TO 3.5T GROSS VEHICLE WEIGHT OR 2.5T MAX. AXLE LOAD PERMITTED ON

GENERAL SLAB AREAS WITH NO OTHER LOADING OR MATERIALS ON THE FLOOR.

FORK HOISTS OR SIMILAR UP TO 2.5T GROSS VEHICLE WEIGHT OR 1.5T MAX. AXLE LOAD PERMITTED ON

THE WIDE BRIDGES WITH NO OTHER LOADING OR MATERIALS ON FLOOR.

MAXIMUM POINT LOAD ON ANY AREA OF FLOOR IS TO BE 1200Kg PROVIDED THERE IS NO OTHER LOADING

WITHIN 1.2m EACH SIDE OF THE FLOOR RIB OR IN ANY LOCATION ALONG THE RIB.

MAXIMUM LOADING ON FLOORS IS 5KPa (500Kg/m²)

1.

2.

3.

M : CONSTRUCTION EQUIPMENT

N : SAFETY IN DESIGN

ALL SUSPENDED BEAMS, FLOORS OR OTHER STRUCTURAL MEMBERS OF FORMWORK SUPPORTING

CONCRETE SHALL BE PROPPED FOR A MINIMUM OF 14 DAYS .

STRUCTURAL SUPPORTS FOR FALL ARREST SYSTEMS HAVE NOT BEEN PROVIDED IN THE DESIGN FOR

EITHER CONSTRUCTION OR BUILDING MAINTENANCE.

ALL WORKS AROUND THE BUILDING TO BE SCAFFOLDED

1.

2.

Level 1, Building 8

666 Great South Rd

Ellerslie,

Auckland 1051

+64 9 525 9770


4.

3.

SAND IS TO BE FREE OF VEGETATION ETC.

O : SAND COMPACTION

1.

SAND IS TO BE INSTALLED IN 200mm LAYERS, FLOODED WITH SEA WATER, THEN COMPACTED BY 3

PASSES OF PF 100 kg VIBRATORING PLATE COMPACTOR

2.

C

5

B

A

FOUNDATION PLAN

1:50 (A1)

1:100 (A3)

TOC 2060

500x400 DEEP

FOOTING BEAM

TOC 2060,

1600x1600x400

DEEP EXTERNAL

FOUNDATION

PAD

200 SERIES

BLOCKWALL

995

995605

605

995

800

605

995

800

605

390x390 BLOCK

COLUMN (TYP)

1

-

7

-

605

605995

605 995

605

995

SLAB THICKENING FOR

UNDER INTERNAL COLUMNS

2000x2000x400 DEEP (TYP)

REFER TO DWG S002 FOR

REINFORCING DETAILS

SLAB THICKENING 375x400

FOR INTERNAL WALLS (TYP)

REFER TO DWG 4/S002 FOR

REINFORCING DETAILS

4321

2

-

1

-

8

-

TOC 2060

800x800x200 DEEP

PAD FOUNDATIONS

BEAM

TOC 2060

800x800x200 DEEP

PAD FOUNDATIONS

BEAM

TOC 2060,

1600x1600x400

DEEP EXTERNAL

FOUNDATION

PAD

TOC 2060 400x200

DEEP FOOTING BEAM

TOC 2060 400x200

DEEP FOOTING BEAM

F1 F1 F1

F2

F2 F2

F2 F2

F2

F2

F2F2F2F2F2

F2

F2

F3 F3

F3 F3

6

-

6

-

5

-

5

-

3

-

4

-

9

-

5

-

1

S009

6

S009

1

S009

1

-

EXTERNAL PAD REINFORING DETAIL

1:20 (A1)

1:40 (A3)

4-HD16 COLUMN

STARTER BARS 600

LAP INTO FOUNDATION

PAD

7-HD12 U

BARS T&B

7-HD12 U

BARS T&B

4

B

4-HD20 WITH A

R10-150 STIRRUP

1600

1600

GL

4-HD20 COLUMN BARS

70

0

30

0

70

0

7-HD12

7-HD12 T&B

7-HD12

40

0

2

-

DETAIL

1:20 (A1)

1:40 (A3)

LAP HD16 COLUMN

BARS 600 INTO PAD

4

80

0

EL 3060 TBC

EL 3160

60

0 L

AP

HD12-400 WALL STARTERS 600

LAP TO WALL REINFORCEMENT

EPCON C6 150 EMBEDMENT

INTO COLUMN

HD12-400 WALL

STARTERS

1600

HD12 EPCON C6 150 EMBEDMENT INTO

COLUMN AT 600 LAP INTO FLOOR TYP

5

-

DETAIL

1:20 (A1)

1:40 (A3)

500

40

0

R6-200

2-HD16

11

00

2-HD16

12

5

HD12-200 VERT

250 HOOK INTO FOUNDATIONS

HD12-400 HORIZ

HD12-400 STARTERS, LAP 600 INTO SLAB

SE72 MESH T, 50mm CVR

COMPACTED IMPORTED SAND FILL

OR 600mm POLYSTYRENE BLOCKS

FOOTING BEAM

1

GL

97

5

EL 3060 TBC

80

03

00

DPC, REFER ARCHITECTS

DWG TYP

6

-

DETAIL

1:20 (A1)

1:40 (A3)

500

400

R6-200

2-HD16

1100

2-HD16

125

HD12-200 VERT

250 HOOK INTO FOUNDATIONS

HD16-400 HORIZ

HD12-400 FLOOR STARTERS,

LAP 600 INTO SLAB

SE72 MESH T, 50mm CVR

COMPACTED IMPORTED SAND FILL

OR 600mm POLYSTYRENE BLOCKS

600 LA

P

HD16-200 VERT

HD16-400 HORIZ

A

EL 3160

600 LA

P

GL

DPC, REFER

ARCHITECTS DWG TYP

GL

FOR COLUMN REINFORCEMENT

REFER TO 2/-

800

300

700

400

7

-

DETAIL

1:20 (A1)

1:40 (A3)

4

2-HD16 T&B LAP 600 INTO

FOUNDATION PAD

REINFORCEMENT TO

FOUNDATION PAD REFER TO 2/-

R6-200 STIRRUP

R6-200 STIRRUP

400 LAP TYP

EL 3060 TBC

REFER TO DETAIL 2/- FOR REINFORCING

REFER TO DETAIL 2/-

FOR REINFORCING

HD12 EPCON C6 150 EMBEDMENT INTO

COLUMN AT 600 LAP INTO FLOOR TYP

REFER TO DETAIL

1 FOR PAD

FOUNDATIONS

REINFORCEMENT

HD16-400 WALL STARTERS,

LAP 600 (TYP)

HD16-400 STARTERS,

LAP 600 EPCON C6

150 EMBEDMENT TYP

FOR WALL

REINFORCING

REFER TO ???

FOR COLUMN

REINFORCEMENT REFER

TO DETAIL 1/-

8

-

WALL TO SLAB DETAIL

1:20 (A1)

1:40 (A3)

HD16-400 WALL

STARTERS, LAP 600

(TYP)

FOR WALL

REINFORCING

REFER TO ???

FOR COLUMN

REINFORCEMENT REFER

TO DETAIL 1/-

HD16-400 STARTERS, LAP

600 EPCON C6 150mm

EMBEDMENT INTO COLUMN

9

-

CORNER WALL TO SLAB DETAIL

1:20 (A1)

1:40 (A3)

REFER TO DETAIL 1 FOR

PAD FOUNDATIONS

REINFORCEMENT

4-HD16

STARTER

BARS

4-HD16 WITH

R10-150

STIRRUPS

800

800

5-HD12

CENTRAL

5-HD12

3

-

DETAIL

1:20 (A1)

1:40 (A3)

200

800

5-HD12 EW

4-HD16 STARTERS

4-HD16 STARTERS

GL

700

4

-

DETAIL

1:20 (A1)

1:40 (A3)

H:\AKL\710471 ICI Palmerston Island\320 Drawings\3_Drawing\710471-S001.dwg, Plotted By Gina Hunt at 9/01/2018 8:51:25 AM Scale 1:2.58

Level 1, Building 8

666 Great South Rd

Ellerslie,

Auckland 1051

+64 9 525 9770


Surveyed

Designed

Drawn

Reviewed

Approved






SCALE AS NOTED

Revision App Date

710471 S001 C



COOK ISLANDS

PALMERSTON ISLAND

NEW CYCLONE SHELTER

FOUNDATIONS PLAN

AND DETAILS

SRG Sep-17

GH Sep-17

TD Sep-17



C FOR TENDER SRG

NOTES:

1. REFER TO GENERAL NOTES ON SN01, SN02

AND SN03

2. REFER TO DWG S010 AND S002 FOR BLOCK

WALL REINFORCEMENT

3. REFER TO SPECIFICATIONS AND NOTES FOR

SAND COMPACTION REQUIREMENTS

FOUNDATIONS TABLE

FOUNDATIONS SIZE

F1 2000x2000x450

F2 1600x1600x400

F3 800x800x200

EL 3160

GROUND FLOOR PLAN

1:50 (A1)

1:100 (A3)

200 SERIES

BLOCK WALL

390x390 BLOCK

COLUMN (TYP)

4

-

200 SERIES

BLOCK WALL

BELOW

FALL

FA

LL

F

A

L

L

SAW CUT/CJ

SAW CUT/ CJ

SAW CUT/CJSAW CUT/CJSAW CUT/CJ

SAW CUT/CJ

RL3140

RL3140

RL3140

RL3140

RL3060

RL3060

RL3060

54321

B

A

C

2100

6000

125 THICK SLAB

125 THICK SLAB WITH

SE72 MESH CENTRAL

DOWN

RAMP

DOWN

1

-

3

-

4

-

4

-

PVC GT

100mm PIPE TO SEPTIC TANK

50mm PIPE

100mm DISCHARGE

50mm PIPE

TV

50mm TV

50mm DISCHARGE

100mm DISCHARGE

TANKS TO HAVE TIE DOWNS

EACH SIDE, REFER TO

DETAIL 17/S004, TYP

2-HD12 DIAGONAL

TRIMMER BARS

(1200 LONG)

SLAB THICKENING

390x390 COLUMN

3

-

DETAIL

1:20 (A1)

1:40 (A3)

SLAB LEVEL

400

12

52

50

SE72 MESH CENTRAL (TYP)

2-HD16

2-HD16

R6-200

200 SERIES BLOCKWALL

HD16-200 VERT

HD16-400 HORIZ

COMPACTED LOCAL

SAND INFILL

4

-

DETAIL

1:20 (A1)

1:40 (A3)

60

0 L

AP

9-HD12 T

9-HD12 T&B

9-HD12 B

2

-

DETAIL

1:20 (A1)

1:40 (A3)

EL 3060 TBC EL 3160

2000

125

275

LAP HD16 COLUMN

BARS 600 INTO PAD

600 LA

P

1

-

DETAIL

1:20 (A1)

1:40 (A3)

2

-

4-HD16 COLUMN

STARTER BARS 600

LAP INTO FOUNDATION

PAD

7-HD12 U BARS T&B

7-HD12 U BARS T&B

4

B

4-HD20 WITH A

R10-150 STIRRUP

SLAB THICKENING


Level 1, Building 8

666 Great South Rd

Ellerslie,

Auckland 1051

+64 9 525 9770


Surveyed

Designed

Drawn

Reviewed

Approved






SCALE AS NOTED

Revision App Date

710471 S002 C



COOK ISLANDS

PALMERSTON ISLAND

NEW CYCLONE SHELTER

GROUND FLOOR PLAN,

AND DETAILS

SRG Sep-17

GH Sep-17

TD Sep-17



C FOR TENDER SRG

NOTES:


AND SN03

2. REFER TO DWG S010 FOR BLOCK WALL

REINFORCEMENT

1

A

B

C

2 3 4 5

FIRST FLOOR PLAN

1:50 (A1)

1:100 (A3)

2

-

1

-

3

-

EL 5860

PB03 UNDER

PB

01

U

ND

ER

PB

01

U

ND

ER

PB

01

U

ND

ER

PB

01

U

ND

ER

PB

02

U

ND

ER

PB

02

U

ND

ER

PB

02

U

ND

ER

PB03 UNDER PB03 UNDER PB03 UNDER

PB03 UNDER PB03 UNDER

STAHLTON 100

DEEP RIBS AT

900 CRS (TYP)

4

-

13

S004

12

S004

10

S004

14

S004

HD12-250 SADDLE

BARS (1600 LONG)

400mm STAGGERED

HD12-250 SADDLE

BARS (1600 LONG)

400mm STAGGERED

HD12-250 SADDLE

BARS (1600 LONG)

400mm STAGGERED

HD12-250 SADDLE

BARS (1600 LONG)

400mm STAGGERED

HD12-250 SADDLE

BARS (1600 LONG)

400mm STAGGERED

HD12-250 SADDLE

BARS (1600 LONG)

400mm STAGGERED

HD12-400 FLOOR

STARTERS, 600 LAP

AROUND ALL

WALLS (TYP)

WA

LL

U

ND

ER

WA

LL

U

ND

ER

175

THICK

SLAB

HD12-400 WALL

STARTERS, 600 LAP

AROUND ALL

WALLS (TYP)


STAIR LANDING DETAILS


STAIR LANDING DETAILS

WA

LL

U

ND

ER

NOTE:

REFER TO ARCHITECTURAL DRAWINGS FOR OPENING.

WINDOWS/OPENINGS TO HAVE SET DOWN REFER TO ARCHITECT.

89x3.5 SHS 89x3.5 SHS

3

-

TYPE PB03 DETAIL

1:10 (A1)

1:20 (A3)

300

35

01

00

3-HD12 T

3-HD12 B

2-HD12 CENTRAL

R10-200 STIRRUP

HD16-400 BLOCK

WALL STARTER LAP

600 INTO WALL

200 SERIES

BLOCKWALL

SE72 MESH

12

5

390

22

5

75 SEATING

2

-

TYPE PB02 DETAIL

1:10 (A1)

1:20 (A3)

10

02

51

00

SE72 MESH 30 T CVR

2-HD20 T

6-HD12 T & B WITH

R10-200 STIRRUP

R10-200 STIRRUP

HD16-400 BLOCK

WALL STARTER LAP

600 INTO WALL

100mm STAHLTON

PRECAST RIB

25mm TIMBER INFILL

75x100 TIMBER PACKER

200 SERIES

BLOCKWALL

HD12-400 FLOOR STARTERS

390

25

0

75 SEATING

1

-

TYP PB01 DETAIL

1:10 (A1)

1:20 (A3)

75 SEATING

10

02

51

00

SE72 MESH 30 T CVR

100mm

STAHLTON

PRECAST RIB

3-HD20 T

4-HD12

4-HD12

R10-200 STIRRUP

R10-200 STIRRUP

25mm TIMBER INFILL

75x100 TIMBER PACKER

HD12-250 SADDLEBARS

900

4

-

WALL TO FLOOR

1:10 (A1)

1:20 (A3)

HD16-400 HORIZ

HD16-400 VERT


SE72 MESH

STAHLTON 100 DEEP

RIBS AT 900 CRS

200 SERIES BLOCKWALL

HD16-200


Level 1, Building 8

666 Great South Rd

Ellerslie,

Auckland 1051

+64 9 525 9770


Surveyed

Designed

Drawn

Reviewed

Approved






SCALE AS NOTED

Revision App Date

710471 S003 B



COOK ISLANDS

PALMERSTON ISLAND

NEW CYCLONE SHELTER

FIRST FLOOR PLAN,

AND DETAILS

SHEET 1

SRG Sep-17

GH Sep-17

TD Sep-17



PRECAST BEAM TABLE

BEAM BEAM SIZE

PB01 390x450

PB02 390x450

PB03 300x450

NOTES:


AND SN03

2. PRECAST BEAMS CAN BE CAST IN-SITU ON

SITE AS REQUIRED.

3. BEAMS IF PRECAST SHALL BE PROPPED

DURING CONSTRUCTION UNTIL FLOOS SLAB

IS CURED.

50 SEATING 50 SEATING

R10-200 STIRRUPR10-200 STIRRUP

STAHLTON 100mm

RIBS AT 900 CRS TYP

STAHLTON 100mm

RIBS AT 900 CRS TYP

3-HD203-HD20

4-HD124-HD12

HD20 LAP BARS INTO

BEAM COLUMN JOINT

150 HOOK

11

-

DETAIL

1:10 (A1)

1:20 (A3)

GRID

GRID

GRID

10

S003

BEAM TO COLUMN

1:10 (A1)

1:20 (A3)

900 C

RS

11

-

STAHLTON 100mm

RIBS AT 900 CRS TYP

STAHLTON 100mm

RIBS AT 900 CRS TYP

R10-200 STIRRUP

R10-200 STIRRUP

15

-

1

A

14

S003

DETAILS

1:50 (A1)

1:100 (A3)

2100

4100

400x400 COLUMN

200 SERIES

BLOCKWALL

400x400

CONC BEAM

400x400 COLUMN

390x390 COLUMN

TANKS ABOVE AND BELOW

TANK HOLD DOWN WIRE REFER TO

DETAIL 17/- TO 4 SIDES OF TANK

16

-

17

-

400

400

2-HD20

2-HD20

R10-150

600 LAP 790 LAP


LAPPED 600 INTO FLOOR AND

HOOK 300 INTO BEAM


LAPPED 600 INTO WALL AND SLAB

175 THICK SLAB WITH

HD16-200 EW, CENTRAL

600 LA

P

15

-

DETAIL

1:20 (A1)

1:40 (A3)

RL 5860

20 SERIES BLOCKWALL

800 LAP

R10-150 STIRRUPS

4-HD20 T&B

HD16-200 FLOOR

STARTER

16

-

DETAIL

1:20 (A1)

1:40 (A3)

RL 5860

6mm- 7x9-316 STAINLESS

STEEL WIRE

3x6mm- TYPE 260,

WIRE GRIPS- 316

STAINLESS STEEL

Ø16 PIN STAINLESS

STEEL DEE SHACKLE

COOKES 02488016

S307 EYE BOLT

M12x100. EPOXY

100mm INTO SLAB

17

5 S

LA

B

17

-

TANK HOLD DOWN WIRE DETAIL

1:10 (A1)

1:20 (A3)

30

0

390

GRID

13

-

BEAM TO COLUMN

1:10 (A1)

1:20 (A3)

HD12 LAP 600 INTO BEAM

COLUMN JOINT WITH A 300 HOOK

HD20 LAP 600 INTO BEAM COLUMN

JOINT WITH A 300 HOOK

2-HD20 T

R10-200 STIRRUP

R10-200 STIRRUP

GRID

R10-200 STIRRUP R10-200 STIRRUP

GRID

GRID

12

-

BEAM TO COLUMN

1:10 (A1)

1:20 (A3)

50 SEATING 50 SEATING

50 S

EA

TIN

G

3-HD12 T+B

R10-200 STIRRUP

3-HD12 T+B3-HD12 T+B


Level 1, Building 8

666 Great South Rd

Ellerslie,

Auckland 1051

+64 9 525 9770


Surveyed

Designed

Drawn

Reviewed

Approved






SCALE AS NOTED

Revision App Date

710471 S004 B



COOK ISLANDS

PALMERSTON ISLAND

NEW CYCLONE SHELTER

FIRST FLOOR DETAILS

SHEET 2

SRG Sep-17

GH Sep-17

TD Sep-17



PRECAST BEAM TABLE

BEAM BEAM SIZE

PB01 390x450

PB02 390x450

PB03 300x450

NOTES:


AND SN03

2. PRECAST BEAMS CAN BE CAST IN-SITU ON

SITE AS REQUIRED.

3. BEAMS IF PRECAST SHALL BE PROPPED

DURING CONSTRUCTION UNTIL FLOOS SLAB

IS CURED.

1

ROOF PLAN

1:50 (A1)

1:100 (A3)

PURLINS 240x45 WITH 550 CRS MAX TYP

ROOF FIXING TO BE HEX SCREWS TYP

SS MULTISTRAP ROOF

BRACING TYP

2 3 4 5

A

B

C

7

-

A

-

B

-

240x45 PURLINS

AT 550 MAX

CENTRES TYP

FALL FALL

FA

LL

FA

LL

RO

OF

TR

US

S

RO

OF

TR

US

S

RO

OF

TR

US

S

RO

OF

H

AL

F T

RU

SS

RO

OF

H

AL

F T

RU

SS

1

S00

2

S00

20002000

PURLINS 240x45 AT 200 CRS MAX

240x45 RAETERS

240x45 RAFTERS

240x45 RAFTERS

PAIR OF SS MITEK

MULTIGRIPS (ALL HOLES

WITH 30mm x 3.15 NAILS)

2-240x45 RAFTERS

1-240x45 PURLIN

7

-

DETAIL

1:10 (A1)

1:20 (A3)

8

-

GRID

PAIR OF SS MITEK

MULTIGRIP (ALL HOLES

WITH 30mm x 3.15 NAILS)

1x240x45 PURLINS

2-240x45 RAFTERS

8

-

DETAIL

1:10 (A1)

1:20 (A3)

CBA

A

-

SECTION

1:50 (A1)

1:100 (A3)

1

-

2

-

3

-

4

-

6

-

390x390

COLUMN TYP

ROOF TRUSS

30 80 80 30

30

30

5mm PLATE BOTH SIDES

6-M16 BOLTS

1

-

DETAIL

1:10 (A1)

1:20 (A3)

2-240x45 RAFTERS

2-240x45 RAFTER

2-240x45 RAFTER

1mm STAINLESS STEEL

MITEK NAIL ON PLATE 300

LONG, BOTH SIDES

2

-

DETAIL

1:10 (A1)

1:20 (A3)

2-140x45 STRUTS

1

3

0

8

0

30 170 170 17030

40

0

570

30

5mm PLATE BOTH SIDES

8-M16 BOLTS

3

-

DETAIL

1:10 (A1)

1:20 (A3)

2-140x45 STRUTS

2-140x45 STRUTS

PACKER INSTALLED ON FACE

OF PLATE TO ALLOW FOR

FIXING OF CEILING JOISTS

1

9

0

8

0

8

0

600

6

-

DETAIL

1:10 (A1)

1:20 (A3)

5mm CUSTOM

PLATE BOTH SIDES

9-M16 BOLTS

2-240x45

RAFTERS

GRID

2-140x45 STRUTS

2-140x45 STRUTS

2-140x45 STRUTS

1

3

0

TIMBER PACKER INSTALLED ON FACE OF

PLATE TO ALLOW FIXTURES OF PURLINS

30 130 130 130 130 30

70

10

07

0

SP

LIC

E

4

-

DETAIL

1:10 (A1)

1:20 (A3)

M16 BOLTS TYP

5

-

30 130 130 130 130 30

5

-

DETAIL

1:10 (A1)

1:20 (A3)

SPLICE

M16 BOLTS TYP

CBA

B

S005

SECTION

1:50 (A1)

1:100 (A3)

CONTINUOUS RAFTER CONTINUOUS RAFTER CONTINUOUS RAFTER

1

S006

3

S006

NAIL ON PLATE

300 LONG BOTH

SIDES

1mm STAINLESS STEEL

MITEK MAILON PLATE

300 LONG, BOTH SIDES

SPLICE

2-140x45 STRUT

MEMBERS TYP

390x390

COLUMN TYP

HALF ROOF TRUSS

SS MULTISTRAP

WITH 11 NAILS

(3-TOP EDGE,

9-VERTICAL, NOT

IN THE SAME LINE)

2-240x45 RAFTERS

9

-

DETAIL

1:10 (A1)

1:20 (A3)


Level 1, Building 8

666 Great South Rd

Ellerslie,

Auckland 1051

+64 9 525 9770


Surveyed

Designed

Drawn

Reviewed

Approved






SCALE AS NOTED

Revision App Date

710471 S005 B



COOK ISLANDS

PALMERSTON ISLAND

NEW CYCLONE SHELTER

UPPER ROOF PLAN,

AND DETAILS

SRG Sep-17

GH Sep-17

TD Sep-17



NOTES:

1. REFER TO GENERAL NOTES ON

SN01, SN02 AND SN03

2. ALL BOLTS TO BE STAINLESS

STEEL UNLESS NOTED

OTHERWISE.

3. ALL STEEL PLATES AND FIXINGS

ARE TO BE STAINLESS STEEL

UNLESS NOTED OTHERWISE.

4. TRUSSES TO BE EITHER

ERECTED FULLY BOLTED OR

PROPPED PRIOR TO BOLTING

2

-

DETAIL

1:10 (A1)

1:20 (A3)

1mm STAINLESS STEEL

MITEK MAILON PLATE 300

LONG, BOTH SIDES

SS CPC80 BOTH SIDES

2-240x45 CONTINUOUS RAFTER

2-140x45 STRUT

1mm STAINLESS STEEL

MITEK MAILON PLATE 300

LONG, BOTH SIDES

1

3

0

8

0

17030 170 170 30

30

12

01

30

80

3

-

DETAIL

1:10 (A1)

1:20 (A3)

5mm CUSTOM SS

PLATE BOTH SIDES

WITH 10-M16 BOLTS

GRID

2-140x45

STRUT

2-140x45 STRUT

1

CEILING PLAN

1:50 (A1)

1:100 (A3)

2 3 4 5

A

B

C

8

-

90x45 CEILING

BATTENS AT

400 CRS

240x45 CEILING BATTENS AT 400 CRS

90x45 CEILING

BATTENS AT

400 CRS

12mm PLY NAILED AT 200

CRS TO CEILING BATTENS

Ø750x1200 WATER TANK,

LOCATED ABOVE COLUMN

AND ON RAFTERS

7

-

4

-

10

-

2400

2400

800x800 OPENING

DOUBLE NOG. FIXING

SIMILAR TO DETAIL 9/-

SS JOIST HANGER

47x190 EACH SIDE TYP

2 SKEW NAILS BOTH SIDES TYP

SS JOIST HANGER

47x190 EACH SIDE TYP

2 SKEW NAILS BOTH SIDES TYP

8

-

DETAIL

1:20 (A1)

1:40 (A3)

9

-

12mm PLY

2-240x45 TRUSS

90x45 CEILING

BATTENS ON

EDGE AT 400 CRS

240x45 CEILING

BATTENS ON EDGE

AT 400 CRS

SS JOIST

HANGER 47x190

2 SKEW NAILS

BOTH SIDES

9

-

DETAIL

1:20 (A1)

1:40 (A3)

12mm PLY

2-240x45 CONTINUOUS RAFTER

2-140x45 STRUT

2-240x45 RAFTER

2-240x45 RAFTER2-240x45 RAFTER 2-240x45 RAFTER

2-140x45 STRUT

(HALF ROOF

TRUSS)

1

-

DETAIL

1:20 (A1)

1:40 (A3)

2

-

PAIR OF SS MITEK MULTIGRIP BOTH

SIDES (ALL HOLES WITH 30mm x 3.15

NAILS)

PAIR OF SS MITEK MULTIGRIP BOTH SIDES

(ALL HOLES WITH 30mm x 3.15 NAILS)

80

80

60

125 140 125

6

-

DETAIL

1:10 (A1)

1:20 (A3)

200x200x60x5 SS

ANGLE EACH SIDE

WITH 4-M16 BOLTS

2-M16 BOLTS EPCON

C6 AT 160mm

EMBEDMENT

20mm PACKING

GROUT

80

80

40

125 140 125

7

-

DETAIL

1:10 (A1)

1:20 (A3)

200x200x60x5 SS

ANGLE EACH SIDE

WITH 4-M16 BOLTS

2-M16 BOLTS EPCON

C6 AT 160mm

EMBEDMENT

20mm PACKING

GROUT

12mm PLY

40

4

-

DETAIL

1:10 (A1)

1:20 (A3)

390x390 COLUMN

200x200x60x5 SS

ANGLE EACH SIDE

2-M16 BOLTS EPCON

C6 AT 160mm

EMBEDMENT

5

-

6

-

90

30

30

30

30

115 115160

5

-

DETAIL

1:10 (A1)

1:20 (A3)

4-M16 BOLTS

200x200x60x5 SS

ANGLE EACH SIDE

WITH 4-M16 BOLTS

390x390

COLUMN

2-M16 BOLTS

EPCON C6 AT

160mm

EMBEDMENT

200 SERIES

BLOCKWALL

80

16

0

40

11

-

80

10

-

DETAIL

1:10 (A1)

1:20 (A3)

160x160x80x5 SS

ANGLE EACH SIDE

1-M20 BOLT EPCON

C6 AT 160mm

EMBEDMENT

2-M16 BOLTS

ROOF HALF TRUSS

C

120

30 100 30

40

80

11

-

DETAIL

1:10 (A1)

1:20 (A3)

160x160x80x5 SS

ANGLE EACH SIDE

2-M16 BOLTS

1-M20 BOLT EPCON

C6 AT 160mm

EMBEDMENT

200 SERIES

BLOCKWALL

ROOF HALF

TRUSS


Level 1, Building 8

666 Great South Rd

Ellerslie,

Auckland 1051

+64 9 525 9770


Surveyed

Designed

Drawn

Reviewed

Approved






SCALE AS NOTED

Revision App Date

710471 S006 B



COOK ISLANDS

PALMERSTON ISLAND

NEW CYCLONE SHELTER

LOWER ROOF PLAN,

AND DETAILS

SRG Sep-17

GH Sep-17

TD Sep-17



NOTES:

1. REFER TO GENERAL NOTES ON SN01, SN02 AND SN03

2. ALL BOLTS TO BE STAINLESS STEEL UNLESS NOTED

OTHERWISE.

3. ALL STEEL PLATES AND FIXINGS ARE TO BE STAINLESS

STEEL UNLESS NOTED OTHERWISE.

1 2 3 4 5

EAST ELEVATION

1:50 (A1)

1:100 (A3)

6

S010

CJ

600

600

CJ

600

CJ

12345

WEST ELEVATION

1:50 (A1)

1:100 (A3)

1

S010

4

S010

5

S010

3

S010

2

S010

315

CJ

600

CJ

600

CJ

VERMIN CAP

50mm TERMINAL

VENT

50mm WASTE

OUTLET FROM

BASINS

50mm OUTLET

FROM KITCHEN

SINK

100mm

DISCHARGE

LINE FROM

TOILETS

50mm DISCHARGE

LINES FROM BASINS

TO GT

PVC GT

100mm

DISCHARGE TIE

TO SEPTIC TANK

100mm

OUTLET

FROM

TOILETS

CBA

SOUTH ELEVATION

1:50 (A1)

1:100 (A3)

SS MULTISTRAP

ROOF BRACING

TYP

600

CJ

600

CJ

C B A

NORTH ELEVATION

1:50 (A1)

1:100 (A3)

Ø750x1200 TANK

PLASTIC GUTTER,

REFER TO

ARCHITECTS

DRAWING TYP

600

CJ


Level 1, Building 8

666 Great South Rd

Ellerslie,

Auckland 1051

+64 9 525 9770


Surveyed

Designed

Drawn

Reviewed

Approved






SCALE AS NOTED

Revision App Date

710471 S007 B



COOK ISLANDS

PALMERSTON ISLAND

NEW CYCLONE SHELTER

ELEVATIONS

SRG Sep-17

GH Sep-17

TD Sep-17



NOTES:


AND SN03

2 3 4

12

00

60

0

1

S005

DETAIL

1:50 (A1)

1:100 (A3)

3

-

2-240x45 RAFTERS

240x45 PURLINS AT

200 CRS

600 6002322

A

89x3.5

SHS G350

SERIES 200

BLOCK WALL

240x45 PURLINS AT 250 CRS

240x45 PURLINS AT 550 MAX CRS

1200600

2-240x45 RAFTER

4

-

3

-

DETAIL

1:20 (A1)

1:40 (A3)

80

80

30

10mm WELD END

PLATE AND CLEAT

TO SHS (190x90x10

CLEAT)

2-M16 BOLTS S/S

2-240x45 RAFTER

89x3.5 SHS

4

-

DETAILS

1:10 (A1)

1:20 (A3)

12

00

60

0

2

-

SIM

2 31

C

2

S005

DETAIL

1:50 (A1)

1:100 (A3)

600


Level 1, Building 8

666 Great South Rd

Ellerslie,

Auckland 1051

+64 9 525 9770


Surveyed

Designed

Drawn

Reviewed

Approved






SCALE AS NOTED

Revision App Date

710471 S008 B



COOK ISLANDS

PALMERSTON ISLAND

NEW CYCLONE SHELTER

AWNING DETAILS

SRG Sep-17

GH Sep-17

TD Sep-17



NOTES:


AND SN03

2. ALL STRUCTURAL STEEL TO BE HOT DIPPED

GALVANIZED HDG600 TO AS2312 FOR

EXPOSURE CLASS E-M

1

A

B

C

2 3 4 5

GROUND FLOOR PLAN

1:100 (A1)

1:200 (A3)

200 SERIES

BLOCK WALL

390x390 BLOCK

COLUMN (TYP)

TIMBER BALUSTRADE, REFER TO ARCHITECTS

TIMBER BALUSTRADE, REFER TO ARCHITECTS

RAMP

7

-

8

-

7

-

SIM

8

-

SIM

2

-

LANDING RL 5860 LANDING RL 3160

LANDING

RL 5860

LANDING

RL 3160

DOWN

DOWN DOWN

DOWN

6

-

1

-

D12-400 WALL STARTERS 600

LAP IN BOTH SLAB AND WALL

SE62 MESH

200 SERIES BLOCKWALLHD12-200 DOWEL BAR 600 LAP IN BOTH SLABS

SE62 MESH CENTRAL

100

600

600

600

600

2

-

DETAIL

1:10 (A1)

1:20 (A3)

RL 3160

1-HD12

HD16-400 WALL

STARTERS 600 LAP

3-HD12 B WITH

R6-600

200

400

1

-

DETAIL

1:10 (A1)

1:20 (A3)

200 M

IN

(V

AR

IE

S)

SE62 MESH, CENTRAL

25mm DEEP CUT

OR TOOLED JOINT

100

3

-

DETAIL

1:10 (A1)

1:20 (A3)

SE62 MESH, CENTRAL

4

-

DETAIL

1:10 (A1)

1:20 (A3)

HD12-200 DOWEL BAR, 800 LONG

400

400

5

-

DETAIL

1:10 (A1)

1:20 (A3)

COMPACTED LOCAL SAND FILL TYP

600

HD12-600

SE62 MESH

3-HD12 B WITH

R6-600

6

-

DETAIL

1:10 (A1)

1:20 (A3)

200

400

200 M

IN

1-HD12

2000

2

0

0

125 THK

INSITU SLAB

1

0

0

0

L

A

P

1000 LAP

7

-

DETAIL

1:50 (A1)

1:100 (A3)

390x390 COLUMN

HD12 AT EACH NOSE

HD16-200 T

HD12-200 EW

(CENTRAL)

NOTE:

FOR STAIR SETOUT OF GOINGS AND RISES, REFER TO ARCHITECTS DRAWING

TIMBER BALUSTRADE,

REFER TO ARCHITECTS

DRAWING

11

-

10

-

8

-

DETAIL

1:50 (A1)

1:100 (A3)

300x200w BEAMS

9

-

200

30

0

9

-

SECTION

1:10 (A1)

1:20 (A3)

2-HD12

2-HD12

R6-200 STIRRUP

125 THICK SLAB

HD12-200 EW

60x60x10 WELDED

CLEAT TO SHS

2-M16 EPCON C6 150mm

EMBEDMENT INTO

CONCRETE

89x3.5 SHS

10

-

DETAILS

1:20 (A1)

1:40 (A3)

NOTE:

USE SAME DETAIL AT BASE/BLOCK WALL

HD16-200 (45 B CVR)

HD12-300

390x390 COLUMN

REFER TO DETAIL

1/S001

300x200 BEAM

R6-200 STIRRUPS

2-HD12

100 THICK SLAB BEHIND

11

-

DETAILS

1:20 (A1)

1:40 (A3)


Level 1, Building 8

666 Great South Rd

Ellerslie,

Auckland 1051

+64 9 525 9770


Surveyed

Designed

Drawn

Reviewed

Approved






SCALE AS NOTED

Revision App Date

710471 S009 B



COOK ISLANDS

PALMERSTON ISLAND

NEW CYCLONE SHELTER

RAMP DETAILS

AND STAIR DETAILS

SRG Sep-17

GH Sep-17

TD Sep-17



NOTES:


AND SN03

2. ALL STRUCTURAL STEEL TO BE HOT DIPPED

GALVANIZED HDG600 TO AS231 FOR

EXPOSED CLASS E-M

R10-200 TIES

2-HD16

HD16

HD16-400HD16-400

HD16-400HD16-400

HD16-400 WALL

STARTER, 600 LAP

1

-

TYPICAL WINDOW OPENING LEVEL 1

1:20 (A1)

1:40 (A3)

RL 5860

HD16-400

HD16-400

HD16-400

HD16-400

HD16-400

HD16

RL 5860

2

-

TYPICAL DOOR OPENING LEVEL 1

1:20 (A1)

1:40 (A3)

HD16-400 WALL

STARTER, 600 LAP

HD16-400 WALL

STARTER, 600 LAP

R10-200 TIES

HD16-400

HD16-200

HD16-400

HD16-400

HD16-200

HD16

2-HD16

3

-

TYPICAL WINDOW OPENING GROUND FLOOR

1:20 (A1)

1:40 (A3)

HD16-200

STARTERS

RL 3160

HD16

HD16-400

HD16-200

HD16-400

HD16-200

HD16-400 WALL

STARTER, 600 LAP

HD16-200

STARTERS

4

-

TYPICAL DOOR OPENING GROUND FLOOR

1:20 (A1)

1:40 (A3)

HD16-400

RL 3160

HD12-400 WALL

STARTER, 600 LAP

HD12-400

5

-

TYPICAL LOWER WALL

1:20 (A1)

1:40 (A3)

RL 3160

HD146-400 WALL

STARTERS,

EPCON C6 150mm

EMBEDMENT

INTO COLUMN,

TAPPED 600 INTO

WALL

HD146-400 WALL

STARTERS, EPCON

C6 150mm

EMBEDMENT INTO

COLUMN, TAPPED

600 INTO WALL

5

-

TYPICAL COLUMN TO WALL DETAIL

1:20 (A1)

1:40 (A3)

390x390 COLUMN

RL 3160


Level 1, Building 8

666 Great South Rd

Ellerslie,

Auckland 1051

+64 9 525 9770


Surveyed

Designed

Drawn

Reviewed

Approved






SCALE AS NOTED

Revision App Date

710471 S010 B



COOK ISLANDS

PALMERSTON ISLAND

NEW CYCLONE SHELTER

TYPICAL WALL REINFORCING

SRG Sep-17

GH Sep-17

TD Sep-17



NOTES:


AND SN03

Documents

PALMERSTON ISLAND NEW CYCLONE SHELTERprocurement.gov.ck/wp-content/uploads/2018/05/710471... · 2018. 5. 18. · members a dry-pack mix by dry volume or weight shall consist of 1