installation guidance notes 1....2. 2. 18/09/2020 purpose purpose: the purpose of these guidance...

1 .

INSTALLATION GUIDANCE NOTES

2 . 2 . 1 8 / 0 9 / 2 0 2 0

PURPOSE

Purpose:The purpose of these guidance notes is to ensure each connection is made with uniformity and consistency to ensure the integrity of the Aptus Coupler connection.

Definitions:Definition of Snug tight as given in AS4100.

Snug tight - the tightness of a bolt achieved by a few impacts of an impact wrench or by the full effort of a person using a standard podger spanner.

Documentation and Certification

Coupler Assembly Components

Friction Welded Socket

Friction Welded Socket

Threaded Stud

Lock Nut

Inner Coupler

Outer Coupler

Seating Stud

ACTIVITY RESPONSIBIL ITY VERIF ICATION

SWMS Precast Installer Signed SWMS

Personnel Qualifications Precast Installer High Risk Work Licence

Clutch certification Precaster Clutch Manufacturer’s Certificate

Concrete test report/Cert Precaster NATA test report (supplier)

Temp works certification Precaster Design Engineer Cert/Letter

Site survey marks Builder RLs and Offset marks

QA Photos of columns APTUS Installer QA records

Concrete compaction under APTUS column Concreter Site Supervisor

3 .

PRECAST ELEMENT DELIVERY

1 8 / 0 9 / 2 0 2 0

Precast Element Delivery

Depending on shape and size, the precast elements may be transported in a flat pack arrangement or in a vertical position supported by an “A” frame. The Project Site will determine the order in which the elements are to be delivered. A transport layout is then developed for each load taking into account the weight and size of the elements and the positioning of the elements for transport.

Precast columns arriving on site supported on timber dunnage.

Some elements will not require all Aptus components to be installed before delivery. This maybe due to:

Aptus safety lifters to be installed Aptus components may clash with Lifters during onsite installation Aptus lifting plate to be installed to erect element on site

Timbers are to be placed at the end of the columns prior to lifting. This will help to protect the couplers as the column is raised into the vertical position when being lifted off the trailer

4 .

PRECAST ELEMENT WORKSHOP

The precast element workshop drawing will provide the information that details the size and orientation of each of the Aptus components. The workshop drawing will also highlight and provide information as to which components will be supplied loose.

Examples of highlighted components and information may include:

Supply loose Aptus couplers

AB1 N32 APTUS

AB1 N32 APTUS

AB1 N32 APTUS

1 N12-300

2N12-150ALTERNATE TIEORIENTATION

1 N12-150

3 LI

G SE

TS A

T 30

0 =

600

10 LI

G SE

TS A

T 15

0 =

1350

300

200

6050

100


150 150

66 168 66

300

2677

135015

50

2660

TROW

EL F

ACE

BED

FACE

A03C73

CHAMFER BED1000

CHAM

FER

BED

- END

VIS

IBLE

2660

CHAM

FER

BED

- END

VIS

IBLE

2660

0 74 494

500

690

926

1000

742361906

42074

1000

1780

880

LEFT

END

RIGH

T EN

D

506 C.O.G.494 C.O.G.

225550225

2842

0 200

370

800

1000

200430170200

1349

C.O

.G.

1311

C.O

.G.

SUPPLY LOOSE APTUSCOUPLERS

L2

D3

F1

F1

ATTACH APTUS SAFETYLIFTER (4t WLL)

ATTACH APTUS SAFETYLIFTER (4t WLL)

G6

G5G6

G5

G5

G6

AC1

AB1

TROWEL FACE

BED FACE

74 426 426 74

1000

6616

866

300 15

015

0

8513

085

213 213 213 213

BORNHORST + WARDCONSULTING ENGINEERS

CIVIL AND STRUCTURALP. +61 (7) 3013 4699 | www.bornhorstward.com.au

PROJECT No. - DRAWING No. REVISION

SUBJECT

PROJECT

CLIENT

DATEREV DWNDES CHK APPDESCRIPTION

STATUS

0 10 20 4030 50 100 ORIGINAL SIZE A1

ALL FITMENTS ARE TROWEL FACE UNOBED FACE VISIBLE

SCAN QR CODE TO CONFIRM CURRENT DRAWING REVISIONhttp://docs.bornhorstward.com.au/revision/

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DRAWINGS PRODUCED BY BORNHORST + WARD FOR THIS PROJECT ARE FOR THE PURPOSE OF PRECAST CONCRETE PRODUCTION ONLY. CERTIFICATION OF THE ELEMENTS FOR THE IN-PLACE LONG TERM LOAD CONDITIONS REMAINS THE RESPONSIBILITY OF THE BUILDING DESIGN STRUCTURAL ENGINEER.

18/0

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ST-TB-SHD-03C73 A

1 07.09.18 ISSUE FOR APPROVAL DP GH BTA 18.09.18 ISSUE FOR CONSTRUCTION PRH GH BT

GALLERY HOUSE

FOR CONSTRUCTION

BW PROJECT No. 16339P

169-03C73

SIMILAR ITEMS - 03C73

MARK

WORKSHOPDRAWINGREFERENCE

03C73 03C7303C74 03C73

QUANTITY: 2

SCALE 1 : 20REINFORCEMENT LAYOUT

PROPERTY TABLE

MARK THICKNESS MASSCONCRETE DESIGN

STRENGTHCONCRETE LIFTING

STRENGTHREINF'TCOVER AREA VOLUME FINISH

03C73 300 1.9 t N50 N15 30 2.432 m² 0.73 m³ SMOOTH

APTUS - INSTALL PRIOR TO DISPATCH

ITEMNUMBER COMPONENT

O\ALENGTH QTY. PART NUMBER

AC1 (ACS-N32) INNER COUPLER ASSEMBLY - 127 STUD 6 SA-32IC65-127

BOM TABLE

ITEMNUMBER COMPONENT QTY.

D3 100mm PVC PIPE - SINGLE SYPHONIC JUNCTION FORMER 1F1 ANCON QWIKFOOT FERRULE M20 - FF2096G 2G5 70Ø x 1350 LONG SPIRAL DUCT GROUT TUBE 3G6 70Ø x 1550 LONG SPIRAL DUCT GROUT TUBE 3L2 ANCON EDJPRO NARROW LIFTING ANCHOR (7t WLL) - EPNA10 + N16 x 1370 LONG TAIL 1

REINFORCEMENT SCHEDULE

BARSIZE

ITEMNUMBER SHAPE A B C D E

PINDIA.

BARLENGTH QTY.

TOTALMASS

N12 1 HT 240 920 130 0 0 48 2503 15 32.7 kgN12 2 LT 130 240 155 0 0 48 499 14 6.1 kgN10 3 S 2600 0 0 0 0 50 2600 4 6.3 kg

BAR SHAPES

SHAPE SHAPE IMAGEHT

LT

S

SCALE 1 : 20RIGHT END VIEW

SCALE 1 : 20TROWEL FACE

APTUS BAR SCHEDULE


O/ALENGTH QTY. PART NUMBER

AB1 (ACS-N32) M36 STARTER BAR 2630 6 SB-N32-S-0032

SECTIONSCALE 1 : 10 03C73

A

Install Aptus Safety Lifter. Supply loose anchors for final site install.

5060

200

12 LI

G SE

TS A

T 25

0 CR

S. =

275

0


AB1 N24 APTUSAB1N24 APTUS

1 N10-250

3 2-N10

TROW

EL F

ACE

BED

FACE

250

LEFT

END

RIGH

T EN

D

A19C07

3060

1547

C.O

.G15

13 C

.O.G

600

74 226 226 74

3060

60074 452 74

0 74 300

526

600

0 74 526

600

3118

300 C.O.G 300 C.O.G

250

6611

866

60074 452 74

300300BED FACE

TROWEL FACE

AT1L2

AT1

AB1

INSTALL APTUS SAFETYLIFTER (4t WLL). TO BERETURNED: SUPPLY LOOSEANCHORS FOR SITE INSTALLFINAL.

INSTALL APTUS SAFETYLIFTER (4t WLL). TO BE

RETURNED: SUPPLY LOOSEANCHORS FOR SITE INSTALL

FINAL.

AC1




SUBJECT

PROJECT

CLIENT


STATUS

0 10 20 4030 50 100 ORIGINAL SIZE A1


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ST-TA-SHD-19C07 A

1 30.01.19 ISSUE FOR APPROVAL PRH AB BT2 06.02.19 REVISED APPROVAL ISSUE AB PRH BTA 07.02.19 ISSUE FOR CONSTRUCTION AB PRH BT

GALLERY HOUSE

FOR CONSTRUCTION


169-19C07

APTUS BAR SCHEDULE



AB1 (ACS-N24) M28 STANDARD BAR 3070 4 SB-N24-S-2424


PROPERTY TABLE

MARK THICKNESS MASSCONCRETE DESIGN



19C07 250 1.2 t N50 N15 30 1.834 m² 0.46 m³ SMOOTH




AC1 (ACS-N24) OUTER COUPLER ASSEMBLY 4 SA-24OC55AT1 (ACS-N24) M28 ANCHOR HEAD - 172 STUD 4 SA-24AH28-172

BOM TABLE

ITEMNUMBER COMPONENT QTY.

L2 ANCON EDJPRO NARROW LIFTING ANCHOR (7t WLL) - EPNA10 + N16 x 1370 LONG TAIL 1


BARSIZE


PINDIA.

BARLENGTH QTY.

TOTALMASS

N10 1 HT 506 174 120 0 0 40 1536 13 12.1 kgN10 2 LT 120 174 140 0 0 40 412 13 3.2 kgN10 3 S 2975 0 0 0 0 50 2975 2 3.6 kg

BAR SHAPES

SHAPE SHAPE IMAGEHT

LT

S




A

1 8 / 0 9 / 2 0 2 0

5 .

INSTALL APTUS SAFETY LIFTER

Install Aptus Safety Lifter. Supply loose anchors for final site install.

Where this is noted a sticker stating “Aptus Supply Loose” or “Lifting Plate Required” is to be attached to the element. If lifting plate is required, this will mean that the Aptus components will be supplied loose.

Each element’s components are to be placed in a separate box along with the workshop drawing for that element. The box is then taped up and labelled with the Element number, type and quantities of components. This process also applies to any Outer Couplers or Threaded Anchors that have been removed from the bottom of the element for transport. (e.g. coupler landing on part of the “A” frame support when element is being transported.)

The loose component box is to travel to site on the same transport the corresponding element is being delivered on. A photo is to be taken of the transport load and also of each ‘loose supply’ box clearly showing the unit number on each of the boxes to ensure they have been loaded with the corresponding element.

125

5060

125

10 LI

G SE

TS A

T 30

0 =

2700

AB1 N24 APTUS

AB1 N24 APTUS

1 N10-300

TAPER BASEØ 350

FACE

VIS

IBLE

3060

116118116

0 116

234

350

Ø 350

A17C55

TAPER BASEØ 350

Ø 3509116891

0 91 259

350

FACE

VIS

IBLE

3060

1533

C.O

.G.

1539

C.O

.G.

175 C.O.G. 175 C.O.G.

3080

116

118

116

91848491

Ø 350

ATTACH LIFTING PLATE (0.8t. WLL)TO APTUS SOCKETS

AC1

AB1

AC2




SUBJECT

PROJECT

CLIENT


STATUS

0 10 20 4030 50 100 ORIGINAL SIZE A1

ALL FITMENTS ARE TROWEL FACE UNO


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ST-TB-SHD-17C55 A

1 04.03.19 ISSUE FOR APPROVAL PRH AB BTA 08.03.19 ISSUE FOR CONSTRUCTION PRH AB BT

GALLERY HOUSE

FOR CONSTRUCTION


169-17C55

APTUS BAR SCHEDULE



AB1 (ACS-N24) M28 STANDARD BAR 3070 4 SB-N24-S-2424

SIMILAR ITEMS - 17C55

MARK

WORKSHOPDRAWINGREFERENCE

17C55 17C5517C56 17C55

QUANTITY: 2


PROPERTY TABLE

MARK MASSCONCRETE DESIGN



17C55 0.8 t N50 N15 30 0.29 m³ SMOOTH




AC1 (ACS-N24) INNER COUPLER ASSEMBLY - 112 STUD 4 SA-24IC55-112AC2 (ACS-N24) OUTER COUPLER ASSEMBLY 4 SA-24OC55


BARSIZE


PINDIA.

BARLENGTH QTY.

TOTALMASS

N10 1 CH 300 0 120 260 0 40 1323 12 9.6 kg

BAR SHAPES

SHAPE SHAPE IMAGECH




A

1 8 / 0 9 / 2 0 2 0

6 .

PRELIMINARY WORKS

Preliminary Works to Precast Element Erection

Prior to the erection of the precast element the protective plastic caps are removed from the couplers. Select one of the corner assemblies to set to the nominated RL for the precast element. A reference RL is marked on site by the Builders Surveyor generally on part of the structure e.g. the lift core. All the lock nuts can be loosened and wound down to allow for adjustment when setting the couplers to the nominated RL.

Once the selected coupler has been set to the nominated RL, the lock nut is tightened to secure it in position and a mark placed next to the coupler to indicate that it has been set to level. This coupler assembly is now fixed and is not to be adjusted any further throughout the erection process.

Example of RL mark by the Builder’s Surveyor

Mark to indicate which coupler is set to level – the “RL” coupler

1 8 / 0 9 / 2 0 2 0

7 .

SETTING COUPLERS TO LEVEL

Setting Couplers to Level

Step 1: From the coupler that has been set to the RL set the level of the adjacent corner coupler with the use of a spirit level.

Step 2: From the coupler that has been set to the RL set the level of the parallel corner coupler with the use of a spirit level or with the use of the laser level if the spirit level does not reach.

Leave the coupler on the last corner (and any other couplers) wound down below the level of the three couplers set to the correct RL. This prevents interference during the plumbing process. At this point the RL coupler is the only one to which the lock nut has been tightened.

IMPORTANT NOTE:Only three couplers are used to plumb the precast element.

Setting the level of the adjacent coupler from the RL coupler.

Adjacent Coupler

Adjacent Coupler

Parallel Coupler

Corner Coupler (and any other remaining couplers) are set down below the level of other couplers.

RL Coupler

RL Coupler

1 8 / 0 9 / 2 0 2 0

8 .

After the couplers have been set, a chalk line is marked between the offsets that have been set by the site surveyor. This line will be used to set the precast element position during the erection process.

Laser levelOffsets marked by the site surveyor.

Chalk line

1 8 / 0 9 / 2 0 2 0

9 .

PRECAST ELEMENT ERECTION PROCESS

Precast Element Erection Process

The precast element is craned into position under control of the site dogman with directions being given by the precast erection supervisor.

The precast element is lowered until the seating studs come into contact with the inner couplers. The precast element now will be sitting on the three levelled couplers only. The outer couplers are screwed hand tight onto the three “seated” inner couplers which were previously set to level.

NOTE: The locating pin on the seating head prevents the precast element from slipping sideways off the inner couplers.

1 8 / 0 9 / 2 0 2 0

1 0 .

POSIT IONING + PLUMBING ELEMENT

Positioning & plumbing the element

Always start on the narrow face first!

Once the couplers have been screwed down the dogman can instruct the crane operator to take a little load off (ensuring the weight of the element is sufficiently “resting” on the three couplers).

The corner coupler (and any other remaining couplers) remain screwed down and disengaged so as not to interfere with the plumbing process.

The base of the precast element is then checked for parallel to the surveyed offset lines along the broad face. The lateral tolerance in the coupler allows for minor adjustment if required.

The vertical alignment of the narrow face is to be achieved by adjusting the “parallel coupler” up or down until the desired position is achieved. This is measured by the use of a laser level or spirit level.

1 8 / 0 9 / 2 0 2 0

1 1 .

The base of the narrow face is checked against the surveyed off-sets. The lateral tolerance in the coupler allows for minor adjustment if required.

The vertical alignment of the broad face is then be achieved by adjusting the “adjacent coupler” up or down until the desired position is achieved. This is again measured using a laser level or spirit level.

In summary, the precast element is erected and plumbed using three couplers only!!! Remaining couplers are engaged only after the plumbing process is completed.

This coupler remains loose until the precast element is plumb. Once the precast element is plumb this coupler can be engaged and tightened.

1. The parallel coupler is raised or lowered to plumb the precast element on the narrow face

2. The adjacent coupler is raised or lowered to plumb the precast element on the broad face

The locked in RL coupler is to remain fixed at all times

Broad faceNarrow face

1 8 / 0 9 / 2 0 2 0

1 2 .

Now that the element is positioned and plumbed, four couplers can be fully engaged.

Two spanners are used, one to hold the inner coupler in position while the other tightens the outer coupler.

All components are tightened to snug tight

Once four coupler assemblies have been tightened the precast erector will instruct the dogman to release the crane.

Securing the element

The final step is to ensure lock nuts are tightened and secured against every coupler on the element.

This is also done with two spanners, one to hold the coupler in position and the other to tighten the lock nut.

All components are tightened to snug tight.

1 8 / 0 9 / 2 0 2 0

1 3 .

Where there are multiple coupler assemblies for the precast element, the crane can be released once there have been four coupler assemblies fully engaged and tightened to snug tight. The nominated coupler assemblies that need to be fully engaged and tightened are detailed on the Aptus Typical Details Drawing No. S0050 attached to this document.

Photos of the fully tightened couplers to be taken as QA evidence that couplers have been fully engaged before concrete pour.

Panel mark to be included in photo.

Adequate compaction of the concrete must be maintained around the Aptus coupler connections. Details for the concrete vibration methods are outlined in Aptus Details Drawing No. S0065 attached to this document.

1 8 / 0 9 / 2 0 2 0

1 4 . 1 8 / 0 9 / 2 0 2 0

(REFER TABLE)APTUS PRECAST HEIGHT

FOOT

ING

STAG

E 1

APTU

S PR

ECAS

T ER

ECTI

ON1.

STA

RTER

BAR

S W

ITH

APTU

S SO

CKET

S CA

ST IN

TO F

OOTI

NG.

2. F

OOTI

NG C

ONCR

ETE

STRE

NGTH

TO

ACHI

EVE

20M

Pa.

3. I

NSTA

LL A

PTUS

COU

PLER

S &

ERE

CT A

PTUS

PRE

CAST

4. P

OUR

SLAB

ON

GROU

ND U

NDER

BAS

E OF

APT

US P

RECA

ST.

REFE

R TA

BLE

FOR

MIN

IMUM

FO

OTIN

G SI

ZE F

OR S

TABI

LITY

DUE

TO

TEM

PORA

RY W

IND

LOAD

ING

ON P

ANEL

APTUS PRECAST

APTU

S CO

UPLE

RS

APTU

S PR

ECAS

T

FOOT

ING

STAG

E 2

APTU

S PR

ECAS

T ER

ECTI

ON1.

ERE

CT LE

VEL 1

FOR

MW

ORK.

2. E

NSUR

E SL

AB O

N GR

OUND

HAS

A M

IN C

ONCR

ETE

STRE

NGTH

OF

20M

Pa.

3. I

NSTA

LL A

PTUS

COU

PLER

S &

ERE

CT A

PTUS

PRE

CAST

.4.

POU

R SL

AB.

APTUS PRECAST

APTU

S PR

ECAS

T

APTUS PRECAST

APTU

S CO

UPLE

RS

FORM

WOR

K(L

EVEL

1 S

LAB)

(REFER TABLE)MAX. SLAB DEPTH


APTU

S PR

ECAS

T ER

ECTI

ON P

ROCE

DURE

AT

PAD

FOOT

ING/

PILE


STAG

E 1

APTU

S PR

ECAS

T ER

ECTI

ON1.

STA

RTER

BAR

S CA

ST IN

TO S

TART

ER S

LAB.

2. E

RECT

APT

US P

RECA

ST O

VER

STAR

TER

BARS

& IN

STAL

L PRO

PS (2

MIN

.)3.

GRO

UT S

TART

ER B

AR V

OIDS

.APTUS PRECAST

APTU

S PR

ECAS

T(P

ROPP

ED)

STAG

E 2

APTU

S PR

ECAS

T ER

ECTI

ON1.

ERE

CT F

IRST

LEVE

L OF

FORM

WOR

K AB

OVE

STAR

TER

SLAB

.2.

ENS

URE

STAR

TER

SLAB

HAS

A M

IN C

ONCR

ETE

STRE

NGTH

OF

20M

PaAN

D GR

OUT

AROU

ND S

TART

ER B

ARS

HAS

A M

IN S

TREN

GTH

OF 2

0MPa

.3.

INS

TALL

APT

US C

OUPL

ERS

& E

RECT

APT

US P

RECA

ST.

4. P

OUR

FIRS

T LE

VEL A

BOVE

STA

RTER

LEVE

L.5.

REM

OVE

PROP

S A

MIN

OF

3 DA

YS A

FTER

FIR

ST LE

VEL A

BOVE

STA

RTER

SL

AB H

AS B

EEN

POUR

ED

APTUS PRECAST

APTU

S PR

ECAS

T

APTUS PRECAST

APTU

S CO

UPLE

RS

FORM

WOR

K(F

IRST

LEVE

L ABO

VE

STAR

TER

SLAB

)

SLAB DEPTH400 MAX.


APTU

S PR

ECAS

T ER

ECTI

ON P

ROCE

DURE

AT

STAR

TER

SLAB

STAR

TER

SLAB

HEIGHT2/3

HEIGHT1/3

2 PR

OP P

OINT

SPR

OP C

APAC

ITY

(WLL

) 20k

N EA

CHPR

OP A

NGLE

60°

STAR

TER

SLAB

COLU

MN

SIZE

1000

x 20

010

00 x

300

1000

x 30

0

MIN

. No.

OF

COUP

LERS

4 4 6

MAX

. COL

UMN

HEIG

HT

4000

4000

6000

MAX

. SLA

B DE

PTH

500

700

600

MIN

. FOO

TING

SI

ZE15

00 x

1500

x 80

0 D

1500

x 15

00 x

800

D18

00 x

1800

x 80

0 D

BASE

MEN

T / P

ODIU

M C

OLUM

NS

DESIG

N AS

SUM

PTIO

NS1.

WIN

D LO

ADA.

REG

ION:

BB.

TER

RAIN

CAT

EGOR

Y:2.

5C.

IM

PORT

ANCE

LEVE

L:2

D. U

LTIM

ATE W

IND

SPEE

D: V

u (1

00 YR

) = 48

m/s

2. 2

0MPa

MIN

IMUM

CON

CRET

E STR

ENGT

H OF

FOOT

ING,

SLAB

&

COLU

MN

AT TI

ME O

F ERE

CTIO

N.3.

FOR

MW

ORK

SHAL

L NOT

USE

THE C

OLUM

N AS

A B

RACI

NG EL

EMEN

T.

STAR

TER

BARS

APTU

S PR

ECAS

T(P

ROPP

ED)

PANE

L PRO

PPIN

G AT

STAR

TER

SLAB

1. P

ROPS

TO

HAVE

20k

N M

INIM

UM S

AFE

WOR

KING

LOAD

AT

EXTE

NDED

POS

ITIO

N.

2. S

LAB

ON G

ROUN

D TO

BE

150m

m M

INIM

UM T

HICK

NESS

. SUS

PEND

ED S

LABS

TO

BE

150m

m M

INIM

UM T

HICK

NESS

. IF

SUSP

ENDE

D SL

AB IS

LESS

THA

N 15

0mm

OR

125m

m A

BOVE

ANY

MET

AL T

RAY

RIBS

, THE

CON

NECT

ION

MUS

T BE

AN

M20

TH

ROUG

H BO

LT.

3. T

HE P

ANEL

MUS

T BE

175

mm

MIN

IMUM

THI

CKNE

SS W

ITH

MIN

IMUM

OF

TWO

DOW

ELS

AND

PROP

S. T

HE M

AXIM

UM D

ISTA

NCE

BETW

EEN

PROP

S IS

TO

BE 2

400m

m

UNLE

SS P

ROP

IS S

PECI

FICA

LLY

DESI

GNED

FOR

. PAN

ELS

ARE

NOT

RETA

ININ

G M

ORE

THAN

600

mm

OF

SOIL

AT

IT'S

BAS

E.

4. T

HE D

OWEL

IN LO

WER

PAN

EL T

O BE

GRO

UTED

2 D

AYS

MIN

IMUM

BEF

ORE

EREC

TING

THE

PAN

EL O

VER.

GRO

UT D

OWEL

IN N

EWLY

ERE

CTED

PAN

EL W

ITHI

N 24

HO

URS.

60° MAX

40° MINPROP

2/3 HEIGHT

REFE

R PA

NEL D

ETAI

LS F

OR P

ROP

FIXI

NG

LOCA

TION

S. 1

-M20

BOL

T &

FER

RULE

TO

PANE

L

PANE

L DOW

ELS

TO B

E GR

OUTE

D W

ITCH

ING

24 H

OURS

OF P

ANEL

IN

STAL

LATI

ON. T

YP.

PROP

S TO

BE

ANCH

ORED

TO

SLAB

/FOO

TING

WIT

H LO

W

LOAD

SLI

P, LO

AD C

ONTR

OLLE

D (T

ORQ

UE C

ONTR

OLLE

D)

EXPA

NDIN

G AN

CHOR

S (A

NCON

PBA

2011

5 PA

NEL

BRAC

ING

ANCH

OR O

R EQ

UIVA

LENT

). TH

E EX

PAND

ING

ANCH

OR IS

TO

BE T

ESTE

D IN

ACC

ORDA

NCE

WIT

H AS

3850

.1. R

EFER

SCH

EDUL

E FO

R PR

OP &

ANC

HOR

REAC

TION

S.

PLAN

REFE

R PR

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90° 90°

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°

+/-5

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PROP

PLAN

SECT

IONFU

TURE

FLO

OR

4 AP

TUS

COUP

LERS

(HIG

HLIG

HTED

) TO

BE

ENGA

GED

& T

IGHT

ENED

FOR

INIT

IAL E

RECT

ION

OF C

IRCU

LAR

COLU

MNS

. REM

AINI

NG A

PTUS

CO

UPLE

RS T

O BE

TIG

HTEN

ED W

ITHI

N 15

M

INUT

ES O

F UN

HOOK

ING

CRAN

E

4 AP

TUS

COUP

LERS

(HIG

HLIG

HTED

) TO

BE

ENGA

GED

& T

IGHT

ENED

FOR

INIT

IAL E

RECT

ION

OF C

IRCU

LAR

COLU

MNS

. REM

AINI

NG A

PTUS

CO

UPLE

RS T

O BE

TIG

HTEN

ED W

ITHI

N 15

M

INUT

ES O

F UN

HOOK

ING

CRAN

E

SMAL

L CIR

CULA

R CO

LUM

N

LARG

E CI

RCUL

AR C

OLUM

N

>180

0

WHE

RE LE

NGTH

> 1

800

-ALL

APT

US C

OUPL

ERS T

O BE

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AGED

&

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TENE

D PR

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BEI

NG U

NHOO

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ESS

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R AP

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AL S

ORT

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ING

ENGI

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APTU

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CTIO

N &

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PING

NOT

ES1.

APT

US C

OUPL

ERS

ARE

TO B

E IN

STAL

LED

IN A

CCOR

DANC

E W

ITH

APTU

S IN

STAL

LATI

ON G

UIDA

NCE

NOTE

.

2. F

OR C

OLUM

NS W

ITH

A M

AXIM

UM P

LAN

DIM

ENSI

ON LE

SS T

HAN

1800

mm

, AN

D W

HERE

MOR

E TH

AN 4

COU

PLER

S AR

E DE

TAIL

ED, O

NLY

4 AP

TUS

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LERS

NEE

D TO

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ENGA

GED

AND

TIGH

TENE

D BE

FORE

CRA

NE C

AN B

E UN

HOOK

ED. T

HE R

EMAI

NING

COU

PLER

S TO

BE

ENGA

GED

AND

TIGH

TENE

D W

ITHI

N 15

MIN

UTES

OF

UNHO

OKIN

G TH

E CR

ANE.

MAX

IMUM

WIN

D SP

EED

AT T

IME

OF IN

STAL

LATI

ON IS

30

km/h

.

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TUS

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LERS

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HLIG

HTED

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ENGA

GED

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IGHT

ENED

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RECT

ION

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IGHT

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1 6 .

[email protected]

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