Cantaport made in Japan certified to AU standards KHGO

1

KHGO (KHR)-series HZ1755-E Assembling manualCantaport made in Japan certified to AU standards

Precautions during installation□The Cantaport is a simple structure. Do not change or remodel it without gaining

certification from Cantaport to avoid warranty or danger to public.□The snow accumulation strength is 600N/m2 (61.2kg/m2) which corresponds to

20cm of fresh snowfall (specific weight 0.3). Do not install in heavy snow area.□Do not install it in the place where snow slides down from the building roof directly.

There is a possibility that products are damaged by snow falling.□When installing it besides wall, etc., keep enough clearance between the product

and the wall due to avoid damage during strong winds. 100mm-200mm clearance.□Do not install in locations subject to strong wind directly/constantly underneath the roof.

□When installing, it is recommended to install the front frame facing towards the building to reduce the wind effect.□When installing with side panel please be sure to install the support post.□Positioning the posts so that they do not affect underground services (water supply, drain pipes, etc.).□When moving the posts, please follow the manufactures specifications detailed in this manual.□Install so that the exhaust of hot-water steam, heating fumes and/or car exhaust do not directly hit the surface of the

supports and around the entire frame. This may cause discolouration of the surface structure.

Name of parts

Thank you very much for choosing our company's Cantaport products.Please be sure to thoroughly read these instructions for assembling the Cantaport product in conjunction with the engineering details. DIY or Authorisied Cantaport installations must follow the manufactures assembling manual to avoid warranty cover. Please retain the manual for future reference and maintenance inspection.

Gutter

BeamMain frame

Post Front frame

Roof panel

Side frameRoof retainer

Roof rafter

enough space

enough space

concrete wall etc

2

seasand

cementenhancer

water-reducing

cryoprotectant

Precautions during construction□Follow the instructions and be sure that all the specified screws and bolts for assembly are tightened securely□Tighten the M8 bolts about 13Nm (130kgfcm) tightening torque.□Do not use anything other than the specified parts or accessory parts.□The foundation should comply with the certified engineering specifications page 4 .□Allow sufficient curing time for the concrete and do not place heavy objects on it or subject it to vibrations during the curing

period.□Caution note below to prevent aluminum materials corrode.

(1) Do not use sea sand for the foundation since it containssalt and may cause corrosion. Do not use a cementenhancer, water-reducing agent or cryoprotectant. Theymay cause the posts to corrode.

(2) Immediately wipe off any mortar or stains from the surfaceof the aluminum parts as they may cause corrosion.

Necessary tools and materials for installation

□Electric drill, Drill bits□Ratchet wrench, Adjustable wrench□Screwdriver□Measure, Level, Plumb bob

□Foundation materials, concrete as per engineers specifications□Sealant, silicon gun□Drop saw for reducing or customising the structure□Please prepare tools and materials as required

□ Check all components are not damaged when receiving delivery. Exchanges can only apply 48 hours after delivery. Conditions apply and only refer to manufactures fault. Delivery damage is part of the receivers insurance. Report all damage

to sender.□After installation, check all bolts, screws, nuts, etc. are tightened and not loose and for any dangers that may exist.After installation, be sure to check if the product has no scratches or dents.□ Retain this manual for future reference on product operation procedures, maintenance and inspection methods.

Dimension, position of posts and base dimension

Spacing of posts 2900mm centered from each post. Height to be determined from the bottom cutout on the posts (where the beam is inserted see page 7) to Finished ground level. H1800mm below beam is 2422.60mm top of roof. H2250mm below beam is 2872.60mm top of roof. H2750mm below beam is 3372.60mm top of roof. NOTE: Posts higher then 2750 require a metal sleeve insert sold separately. Standard height is H2250mm supplied.

CAUTION DO NOT CLIMB, HANG OR WALK ON THE ROOF. THE OWNER TO PROVIDE CAUTION LABLES IF SITUATED IN PUBLIC OPEN SPACES OR EASY EXCESS TO THE INSTALLED STRUCTURE.

5

No U shape gutter

No U shape gutter

U shape gutter 2 parts U shape gutter 1 parts

Post type ①

KHRH-18C-2KHRH-23C-2

Section

Parts ID

Main frame type ①

KHRY-W50B-3

Section

Parts ID

Beam type ①

KHRM-5024

②

KHRM-5027

Section

Parts ID

Type Component partsPost

Beam Main frameStandard post

①②

①

Depth2427

50 ①

Length W Long postBody size

ShapeDescriptionContent

Parts IDQuantity

Post set(standard)KHRH-18C-2

Post set(long post)KHRH-23C-2

2

1

1

2

1

1

Post

Post

Round gutterGA4923

Instruction manualHZ0472

Round gutterGA4923

Instruction manualHZ0472


Parts IDQuantity

1

1

3

6

2

1

21

Main frame

Length setKHRY-W50B-3

Front frame

Gutter

Panel holder (middle)L=645

Panel holder (end)L=300

Round gutterGA4923

Roof panel cushionGB8274

Post・beam・main frame list

Parts instruction guide

Parts contents

□Please open the captioned carton and check all contents in advance.□Please check the parts for any damage.□After opening the carton boxes, please store the products so that

they are not damaged.□Extra screws in the parts box.（x）n umber is necessary Q'ty for

installation.

When △mark is P, it’s the polycarbonate panel.When △mark is CP, it’s the polycarbonate mat panel.When △mark is MCP, it’s the heat protection polycarbonate panel.

6

2

2

6

6

2

Beam

Side frame


Parts IDQuantity

59（56）

2

Roof rafter

Beam・depth setKHRM-5024KHRM-5027

Parts boxKHRB-2

95（90）

105（100）

KHRM-5024

KHRM-5027

3

4

KHRY-△○○-3

KHRY-△○○-4

Roof retainer (middle)

Roof retainer (end)

Small truss screw5×10×10

Drilling screw4×10×8

Corner partssetKHR-CBB-2

Corner bracketGB8063

Roof panel setKHRY-△24-3KHRY-△27-3KHRY-△24-4KHRY-△27-4

Roof panelGB4107（Polycarbonate）GB4575（Heat protection

polycarbonate）GB6365（Heat absorb

polycarbonate）


Parts IDQuantity

Right Left each 1pc

Right Left each 1pc

1

1

2

1

3

6（5）

1

1

Parts boxKHRB-2

2

2

2

24

16

Anchor rodGA0073

Post capGB8072

Hole sealφ14GA0150

Beam capGB8073

Hexagon bolt（with spring washer, washer）M8×25ES0249

Front frame capGB8074

ElbowGA4932

Drain elbowGA6461

SaddleGB8077

Caution labelGLZ20C

Gutter capGB8075

Gutter attachmentGA4929

GasketGA4930


GlueGA4934

1

1

Snow labelHY0177

Assembling manualHZ1755

M8×25Hexagon bolt



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IS O

FFIC

E PR

IOR

TO C

ONST

RUCT

ION

2.US

E OF

TH

ESE

DRAW

INGS

CON

FIRM

S TH

AT T

HE

CLIE

NT

UNDE

RSTA

NDS

TH

E DE

TAIL

S AN

D H

AS T

HE

RESP

ONSI

BILI

TY T

O PE

RFOR

M T

HE

EXEC

UTIO

N O

F TH

E W

ORKS

INVO

LVED

.

3.TH

ESE

DRAW

INGS

SH

ALL

BE R

EAD

IN C

ONJU

NCT

ION

WIT

H A

LL A

RCH

ITEC

TURA

L PL

ANS

AND

OTH

ER

CON

SULT

ANTS

WOR

KS A

ND/

OR S

PECI

FICA

TION

S. A

NY

SUCH

OTH

ER W

RITT

EN IN

STRU

CTIO

NS

THAT

MAY

BE

ISSU

ED D

URIN

G TH

E DE

VELO

PMEN

T OF

TH

E PR

OJEC

T, S

HAL

L RE

FER

ALL

DISC

REPA

NCI

ES T

O TH

E RE

LEVA

NT

CON

SULT

ANT

FOR

DECI

SION

PRI

OR T

O PR

OCEE

DIN

G W

ITH

TH

E W

ORK.

4.DO

NOT

SCA

LE D

IMES

ION

S FR

OM T

HE

STRU

CTUR

AL D

RAW

INGS

. DIM

ENSI

ONS

SHOW

N O

N A

LL D

RAW

INGS

SHAL

L BE

CH

ECKE

D AN

D VE

RIFI

ED O

N SI

TE B

Y TH

E CL

IEN

T.

5.AL

L RE

FERE

NCE

D ST

ANDA

RDS

TO B

E TH

E CU

RREN

T VE

RSIO

N A

T TI

ME

OF C

ONST

RUCT

ION

.

6.AL

L W

ORKS

AN

D M

ATER

IALS

TO

CON

FORM

WIT

H T

HE

PROV

ISIO

NS

OF T

HE

NAT

ION

AL C

ONST

RUCT

ION

CODE

AND

IN A

CCOR

DAN

CE W

ITH

REL

EVAN

T BU

ILDI

NG

STAT

E AU

THOR

ITIE

S..

7.DU

RIN

G CO

NST

RUCT

ION

, TH

E ST

RUCT

URE

SHAL

L BE

MAI

NTA

INED

IN A

SAF

E AN

D ST

ABLE

CON

DITI

ON A

ND

NO

PART

SHAL

L BE

OVE

RSTR

ESSE

D. T

EMPO

RARY

BRA

CIN

G AN

D W

ORKS

ARE

TO

BE A

S PE

R BU

ILDE

RS D

ETAI

L.

8.TH

E EN

GIN

EER

MUS

T BE

NOT

IFIE

D IN

WRI

TIN

G OF

AN

Y CH

ANGE

S TO

TH

E PR

OPOS

ED C

ONST

RUCT

ION

OR S

ITE

PREP

ARAT

ION

IN O

RDER

TO

MAK

E N

ECES

SARY

CH

ANGE

S AS

WAR

RAN

TED

IN T

HE

DESI

GN. S

UFFI

CIEN

T TI

ME

SHAL

L BE

AW

ARDE

D TO

PRO

CESS

AN

Y CL

IEN

T SU

PPLI

ED IN

FORM

ATIO

N FO

R VA

RIAT

ION

TO T

HE

CON

TRAC

T.

B. F

OOTI

NGS

:

1.AL

L W

ORKS

& M

ATER

IALS

SH

ALL

BE IN

ACC

ORDA

NCE

WIT

H A

S 28

70 A

ND

CON

FORM

WIT

H T

HE

NAT

ION

ALCO

NST

RUCT

ION

COD

E.

2.SH

OULD

SOI

L CO

NDI

TION

S EN

COUN

TERE

D ON

SIT

E DI

FFER

SIG

NIF

ICAN

TLY

FROM

TH

AT IN

DICA

TED

IN T

HE

SOIL

TES

T, T

HE

ENGI

NEE

R M

UST

BE N

OTIF

IED

BEFO

RE P

ROCE

EDIN

G AS

MOD

IFIC

ATIO

NS

TO T

HE

DESI

GNM

AY B

E RE

QUIR

ED.

3.AN

Y EX

CAVA

TION

S N

OT T

O UN

DERM

INE

FOOT

INGS

. IF

UNDE

RMIN

ING

IS L

IKEL

Y TO

OCC

UR, C

ONTA

CT T

HE

ENGI

NEE

R.

4.FO

OTIN

GS S

HAL

L BE

PLA

CED

CEN

TRAL

LY U

NDE

R CO

LUM

NS

UNLE

SS O

THER

WIS

E N

OTED

.

5.DR

AIN

AGE

SHAL

L BE

CON

STRU

CTED

TO

AVOI

D W

ATER

PON

DIN

G AG

AIN

ST O

R N

EAR

TH

E FO

OTIN

G, R

OOF

AND

SURF

ACE

WAT

ER T

O BE

TAK

EN A

WAY

FRO

M F

OUN

DATI

ON A

REA.

6.IF

AN

Y FO

OTIN

G IS

LOC

ATED

SUC

H TH

AT A

45

DEGR

EE L

INE

(FOR

CLA

Y AN

D 30

DEG

REES

FOR

SAN

D)FR

OM IT

S BA

SE IN

TERS

ECTS

AN

Y UN

DERG

ROUN

D SE

RVIC

E, T

HEN

PIE

RS A

RE R

EQUI

RED

TO B

E EX

TEN

DED

.

C. C

ONCR

ETE:

1.AL

L W

ORKS

AN

D M

ATER

IALS

SH

ALL

BE IN

ACC

ORDA

NCE

WIT

H A

S 36

00 &

AS

2870

.

2.RE

FER

TO C

ONCR

ETE

TABL

E BE

LOW

FOR

TYP

ICAL

VAL

UES.

3.SA

MPL

E AN

D TE

ST IN

ACC

ORDA

NCE

WIT

H A

S 36

00.

4.CO

NSO

LIDA

TE B

Y VI

BRAT

ION.

5.TH

OROU

GHLY

SCA

BBLE

CON

CRET

E ON

WH

ICH

NEW

CON

CRET

E IS

TO

BE P

OURE

D.

6.AL

L CO

NCR

ETE

SHAL

L BE

PLA

CED

AND

CURE

D IN

ACC

ORDA

NCE

WIT

H A

S360

0. A

LL C

ONCR

ETE

SHAL

L BE

CUR

EDCO

NTI

NUO

USLY

BY

APPR

OVED

MET

HOD

S AF

TER

PLAC

ING,

7.CO

NST

RUCT

ION

JOIN

TS IN

CON

CRET

E SH

ALL

ONLY

BE

MAD

E W

ITH

TH

E AP

PROV

AL O

F TH

E EN

GIN

EER.

8U.

N.O

NO

ALLO

WAN

CE H

AS B

EEN

MAD

E FO

R ST

ACKE

D M

ATER

IALS

OR

MAC

HIN

ERY

ON T

HE

CON

CRET

E ST

RUCT

URE.

ALL

FORM

WOR

K SH

ALL

BE D

ESIG

NED

TO

WIT

HST

AND

ALL

POS

SIBL

E LO

AD C

OMBI

NAT

ION

S DU

RIN

G CO

NST

RUCT

ION

.

9.AL

L GA

LVAN

IZED

ITEM

S W

HIC

H AR

E CA

ST IN

TO C

ONCR

ETE

SHAL

L BE

PAS

SIVA

TED

IN A

CCOR

DAN

CE W

ITH

NCC

.

10.

ALTE

RNAT

IVE

SPLI

CES

IN R

EIN

FORC

EMEN

T OT

HER

TH

AN T

HOS

E SH

OWN

SH

ALL

BE T

O TH

E AP

PROV

AL O

F TH

E EN

GIN

EER.

W

HER

E TH

E LA

P LE

NGT

H IS

NOT

SH

OWN

IT S

HAL

L BE

SUF

FICI

ENT

TO D

EVEL

OP T

HE

FULL

STR

ENGT

H O

F TH

E RE

INFO

RCEM

ENT.

11.

WEL

DIN

G OF

REI

NFO

RCEM

ENT

SHAL

L N

OT B

E PE

RMIT

TED

UN

LESS

SH

OWN

ON

TH

E ST

RUCT

URAL

DRA

WIN

GS.

12.

REIN

FORC

EMEN

T SY

MBO

LS:

N- D

ENOT

ES G

RADE

D50

0 HI

GH S

TREN

GTH

DEF

ORM

ED B

ARS

TO A

S 46

71.

R- D

ENOT

ES G

RADE

R25

0 H

OT R

OLLE

D PL

AIN

BARS

TO

AS 4

671.

SL

- D

ENOT

ES H

ARD-

DRAW

N W

IRE

SQUA

RE R

EIN

FORC

ING

FABR

IC T

O AS

467

1.

RL- D

ENOT

ES H

ARD-

DRAW

N W

IRE

RECT

ANGU

LAR

REIN

FORC

ING

FABR

IC T

O AS

467

1.

L- D

ENOT

ES H

ARD-

DRAW

N W

IRE

TREN

CH M

ESH

TO

AS 4

671.

TM

- DEN

OTES

HAR

D-DR

AWN

WIR

E TR

ENCH

MES

H T

O AS

467

1.

THE

NUM

BER

IMM

EDIA

TELY

FOL

LOW

ING

THES

E SY

MBO

LS IS

TH

E BA

R DI

AMET

ER IN

MIL

LIM

ETRE

S.

13.

FABR

IC/M

ESH

REIN

FORC

EMEN

T TO

BE

LAPP

ED O

NE

MES

H P

LUS

30m

m. L

APS

IN P

OSIT

ION

S OF

MAX

IMUM

MOM

ENT

ARE

NOT

PE

RMIT

TED.

REI

NFO

RCEM

ENT

SHAL

L BE

PLA

CED

WIT

H A

CCUR

ATE

COVE

R AS

NOT

ED.

14.

ALL

REIN

FORC

EMEN

T SH

ALL

BE F

IRM

LY S

UPPO

RTED

ON

PLA

STIC

CH

AIRS

GEN

ERAL

LY A

T N

OT G

REAT

ER T

HAN

800

CEN

TRES

.RO

DS S

HAL

L BE

TIE

D AT

ALT

ERN

ATE

INTE

RSEC

TION

S.

D.ST

RUCT

URAL

STE

ELW

ORK:

1.AL

L W

ORKS

AN

D M

ATER

IALS

TO

CON

FORM

WIT

H A

S 41

00 -

STEE

L ST

RUCT

URES

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NZS

460

0 - C

OLD-

FORM

ED

STEE

L ST

RUCT

URES

. ALL

ALU

MIN

IUM

WOR

K TO

AS1

664.

ALL

WOR

K GE

NER

ALLY

IN A

CCOR

DAN

CE W

ITH

TH

E N

ATIO

NAL

CON

STRU

CTIO

N C

ODE

AND

ALL

RELE

VAN

T BU

ILDI

NG

STAN

DARD

S AN

D CO

DES.

ALL

WOR

K ON

TH

IS P

ROJE

CT S

HAL

L BE

UN

DERT

AKEN

BY

COM

PETE

NT

PERS

ONN

ELST

EELW

ORK

SHAL

L BE

FAB

RICA

TED

BY F

ABRI

CATO

RS C

ERTI

FIED

UN

DER

THE

ASI '

NAT

ION

AL S

TRUC

TURA

L ST

EELW

ORK

COM

PLIA

NCE

SCH

EME'

(NSS

CS) (

see

http

://w

ww.s

caco

mpl

ianc

e.co

m.a

u/).

2.AL

L ST

EELW

ORK

SHAL

L BE

TEM

PORA

RILY

BUT

SEC

UREL

Y BR

ACED

, TO

MAI

NTA

IN T

HE

STRU

CTUR

E IN

A S

AFE

AND

STAB

LE C

ONDI

TION

DUR

ING

CON

STRU

CTIO

N.

3.BA

SE P

LATE

S SH

ALL

BE G

ROUT

ED B

EFOR

E BE

ING

SUBS

TAN

TIAL

LY L

OADE

D. M

INIM

UM G

ROUT

STR

ENGT

H (f

'c)SH

ALL

BE 2

5 M

Pa A

ND

SHAL

L BE

DRY

PAC

K M

ORTA

R RA

MM

ED IN

, OR

AN A

PPRO

VED

NON

-SH

RIN

K GR

OUT.

4.AL

L ST

RUCT

URAL

STE

EL M

ATER

IAL

SHAL

L CO

NFO

RM T

O TH

E FO

LLOW

ING

TABL

E UN

O:

5.W

ELDI

NG

SHAL

L BE

IN A

CCOR

DAN

CE W

ITH

TH

E PR

OVIS

ION

S OF

AS/

NZS

155

4.1.

WEL

DIN

G CO

NSU

MAB

LES

SHAL

L BE

GR

ADE

E48X

X OR

W50

X U.

N.O

. ALL

WEL

DS S

HAL

L BE

6m

m C

FW S

P CA

TEGO

RY U

.N.O

. IN

SPEC

TION

IS R

EQUI

RED

IN A

CCOR

DAN

CE W

ITH

AS/

NZS

155

4.1.

ALL

WEL

DS S

HAL

L BE

100

% V

ISUA

LLY

SCAN

NED

. SP

FILL

ET W

ELDS

SH

ALL

HAV

E 10

% V

ISUA

L EX

AMIN

ATIO

N U

.N.O

SP B

UTT

WEL

DS S

HAL

L H

AVE

50%

VIS

UAL

EXAM

INAT

ION

U.N

.O.A

LL G

P W

ELDS

SH

ALL

HAV

E 10

% V

ISUA

L EX

AMIN

ATIO

N.

6.M

IN B

OLTS

SIZ

E SH

ALL

BE M

20 D

IAM

ETER

U.N

.O. B

OLT

CATE

GORY

IS T

O BE

8.8

/S C

OMPL

YIN

G W

ITH

AS

4100

, AS/

NZS

125

2 &

AS/N

ZS 4

291.

1. U.

N.O

. EVI

DEN

CE O

F CO

MPL

IAN

CE W

ITH

TH

ESE

CODE

S SH

ALL

BE N

OTED

.AL

L BO

LTS,

NUT

S AN

D W

ASH

ERS

SHAL

L BE

HOT

DIP

GAL

VAN

ISED

TO

AS/N

ZS 1

214.

ALL

BOL

TS, N

UTS

AN

D W

ASH

ERS,

INCL

UDIN

GH

OLD

DOW

N B

OLTS

, CAS

T-IN

FER

RULE

S AN

D M

ASON

RY A

NCH

ORS

ARE

TO B

E H

OT-D

IP G

ALVA

NIZ

ED U

NLE

SS N

OTED

OTH

ERW

ISE.

ALL

GALV

ANIS

ED C

OMPO

NEN

TS T

O BE

CAS

T IN

TO C

ONCR

ETE

MUS

T BE

PAS

SIVA

TED.

A M

INIM

UM O

F TW

O TH

READ

S SH

ALL

EXTE

ND

PAS

T TH

E N

UT

7.AL

L DE

TAIL

ING

WH

ERE

NOT

SPE

CIFI

CALL

Y SH

OWN

SH

ALL

BE IN

ACC

ORDA

NCE

WIT

H T

HE

AUST

RALI

AN S

TEEL

INST

ITUT

ECU

RREN

T ED

ITIO

NS

OF T

HE

'DES

IGN

CAPA

CITY

TAB

LES

FOR

STRU

CTUR

AL S

TEEL

' AN

D TH

E AS

I STA

NDA

RDIS

ED S

TRUC

TURA

LCO

NN

ECTI

ON D

ETAI

LS C

ONTA

INED

TH

EREI

N.

PLAT

ES A

RE T

O BE

12m

m T

HIC

K, C

UT F

ROM

STA

NDA

RD F

LAT

BARS

U.N

.O.

THE

ENDS

OF

HOL

LOW

SEC

TION

MEM

BERS

SH

ALL

BE S

EALE

D W

ITH

NOM

INAL

TH

ICKN

ESS

PLAT

ES A

ND

CON

TIN

UOUS

SEA

LW

ELDE

D UN

LESS

NOT

ED O

THER

WIS

E. IF

HOL

LOW

SEC

TION

S AR

E TO

BE

HOT

-DIP

GAL

VAN

IZED

, VEN

T AN

D DR

AIN

AGE

HOL

ES S

HAL

LBE

PRO

VIDE

D CO

NFO

RMIN

G TO

TH

E RE

QUIR

EMEN

TS.

8.TH

E ST

EEL

FABR

ICAT

OR S

HAL

L PR

OVID

E TH

E EN

GIN

EER

WIT

H A

COP

Y OF

WOR

KSH

OP D

RAW

INGS

FOR

CER

TIFI

CATI

ON A

TLE

AST

7 DA

YS B

EFOR

E FA

BRIC

ATIO

N IS

STA

RTED

. STE

ELW

ORK

IS N

OT T

O BE

FAB

RICA

TED

UNTI

L W

ORKS

HOP

DRA

WIN

GS

ARE

APPR

OVED

.

9.AL

L DI

MEN

SION

S AR

E M

ILLI

MET

RES

U.N

.O.

10.

UNLE

SS N

OTED

OTH

ERW

ISE,

PRO

TECT

IVE

COAT

INGS

FOR

STE

ELW

ORK

SHAL

L BE

TRE

ATED

IN

ACCO

RDAN

CE W

ITH

NCC

VOL

. 2 T

ABLE

3.4

.4.2

'PRO

TECT

IVE

COAT

INGS

FOR

STE

ELW

ORK'

.

11.

ALL

STRU

CTUR

AL S

TEEL

WOR

K M

EMBE

RS S

HAL

L BE

SUP

PLIE

D IN

A S

INGL

E LE

NGT

H, E

XCEP

T W

HER

E OT

HER

WIS

EIN

DICA

TED

WIT

H S

PLIC

E LO

CATI

ONS

SHOW

N O

N TH

E ST

RUCT

URAL

DRA

WIN

G. S

PLIC

ES A

T OT

HER

LOC

ATIO

NS

SHAL

L BE

APPR

OVED

BY

THE

ENGI

NEE

R PR

IOR

TO F

ABRI

CATI

ON C

OMM

ENCI

NG.

12.

ALL

MEM

BERS

HAV

ING

A N

ATUR

AL C

AMBE

R W

ITH

IN T

HE

STRA

IGH

TNES

S TO

LERA

NCE

SH

ALL

BE E

RECT

ED W

ITH

TH

EN

ATUR

AL C

AMBE

R UP

.

13.

ALL

SITE

TES

TIN

G OF

POS

T-IN

STAL

LED

ANCH

ORS

SHAL

L BE

UN

DERT

AKEN

ACC

ORDI

NG

TO T

HE

REQU

IREM

ENTS

OF

AEFA

CTE

CHN

ICAL

NOT

E - S

ITE

TEST

ING

GUID

ELIN

ES V

OLUM

ES 1

TO

4 (a

vaila

ble

at w

w.ae

fac.o

rg.a

u/re

sour

ces)

.

14.

PROP

RIET

ARY

ITEM

S (E

.G. P

URLI

NS,

ROO

F/W

ALL

SHEE

TIN

G, F

ERRU

LES)

SH

ALL

BE IN

STAL

LED

IN A

CCOR

DAN

CE W

ITH

TH

EM

ANUF

ACTU

RER'

S SP

ECIF

ICAT

ION

S.

15.

ALL

CUTT

ING,

HOL

ING

AND

SHAP

ING

OF S

TRUC

TURA

L ST

EEL

SHAL

L CO

NFO

RM T

O TH

E RE

QUIR

EMEN

TS O

F AS

/NZS

513

1.PE

NET

RATI

ONS

OR C

UT-O

UTS

OTH

ER T

HAN

TH

OSE

SHOW

N O

N T

HE

DRAW

INGS

SH

ALL

NOT

BE

MAD

E W

ITH

OUT

PRIO

R AP

PROV

AL.

16.

ALL

STRU

CTUR

AL S

TEEL

SH

ALL

BE S

OURC

ED F

ROM

MIL

LS W

ITH

A R

ELEV

ANT

JAS

ANZ

ACCR

EDIT

ED T

HIRD

PAR

TY C

ERTI

FICA

TION

SCH

EME

SUCH

AS

THE

ACRS

SCH

EME

(see

htt

p://

stee

lcer

tifica

tion.

com

/). A

LTER

NAT

IVE

SOUR

CIN

G OF

TH

IRD

PART

Y CE

RTIF

IED

STRU

CTUR

AL S

TEEL

SH

ALL

BE S

UBM

ITTE

D FO

R RE

VIEW

AN

D M

UST

BE A

PPRO

VED

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APPR

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TITL

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PROJ

ECT

PROJ

ECT

No.

REV

BYIS

SUE

/ RE

VISI

ON D

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A3

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N 7

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APPR

OVED

BY

TITL

E

PROJ

ECT

PROJ

ECT

No.

REV

BYIS

SUE

/ RE

VISI

ON D

ESCR

IPTI

ONDA

TE

A3

0N

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OR C

ONST

RUCT

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RWXX

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20

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MIE

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ng N

ER R

PEQ

RBP

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CAN

TAPO

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RMED

EN

GIN

EERI

NG

PTY

LTD

AB

N 7

2641

0936

56PO

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310

3

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APPR

OVED

BY

TITL

E

PROJ

ECT

PROJ

ECT

No.

REV

BYIS

SUE

/ RE

VISI

ON D

ESCR

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A3

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2000

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APPR

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BY

TITL

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PROJ

ECT

PROJ

ECT

No.

REV

BYIS

SUE

/ RE

VISI

ON D

ESCR

IPTI

ONDA

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A3

0N

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OR C

ONST

RUCT

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RWXX

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20

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ELL

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NT

MIE

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EN

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PTY

LTD

AB

N 7

2641

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B1

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m M

AX

APPR

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BY

TITL

E

PROJ

ECT

PROJ

ECT

No.

REV

BYIS

SUE

/ RE

VISI

ON D

ESCR

IPTI

ONDA

TE

A3

0N

OT F

OR C

ONST

RUCT

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RWXX

.XX.

20

RUSS

ELL

WH

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CLIE

NT

MIE

Aus

t CPE

ng N

ER R

PEQ

RBP

BPB

CAN

TAPO

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USTR

ALIA

INFO

RMED

EN

GIN

EERI

NG

PTY

LTD

AB

N 7

2641

0936

56PO

BOX

405

5, B

ALW

YN E

AST,

VIC

310

3 GENERIC

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3

GENERIC

EN

GIN

EE

RIN

G

Beam

Support stand

Anchor rod

Beam cap(insert)（Parts box）

Corner bracket（Corner parts set）

Post

Hexagon bolt M8×25（Parts box）

7

Install post with beam cut out facing towards the beam (cantilever).

Connect between post and beam with corner bracket and fix with hexagon bolts M8x25

1 Installation of posts and beams

Standard type installation procedure

2 Installation to base hole

Step1

Insert the post into the base hole, and fix with support stand.

METAL SLEEVESMetal sleeves assist with the installation and also act as a further stiffenerand support to the structure. The metal sleeves are inserted into the conrete footing of 650mm. The balance of the metal sleeve is above ground level. The cantaport post then slides over the metal sleeve. The height of the cantaport posts can be adjusted by cutting from the base of the post. The metal sleeve eliminates error in height. Baseplate metal sleeves can also be ordered for plate and bolt fixing. See engineering details on page 4 to determine if the application is suitable for your application. Alternative option is the SUREFOOT system. More details on page 4. Metal sleeves are available as a seperate accessory.

FOUNDATIONS 1. All soil testing to be carried out by the enginner soil typeand conditions. 2. Remove all topsoil containing vegetation& deletrious fill materail from the building site.Concrete Notes :1. All concrete shall be in accordance with the concretestructure code AS 3600.2. Blended cement (type GB) shallconform with AS 3972 3. Water mustnot be added to the mix to increase theslump at any time.3. Concrete shall be supplied by an approved pre-mixedcompany and conform to the following unless notedotherwise :GRADE SLUMP MAX. AGG. FOOTINGS N20 80mm 30mm

OPTIONS ON BRACING METAL SLEEVES.

8

■Detailed figure

Install the gutter to the corner bracket with small truss screw 5x10x10.

3 Attaching the post cap

4 Installation of gutter


Attach the post cap onto the post

Be sure to check all fixings are tight.

30

Post cap（Parts box）

Beam

Post

Post cap

Gutter

Small truss screw5×10×10（Beam・depth set）

Take care when fixing small truss screws to not shear the screw head. Impact drill recommended

emmanueltakoniatis

Rectangle

emmanueltakoniatis

Rectangle

9

A view

5 Installation of front frame

■Detailed figure

Attach the roof panel cushions on the marked etched lines on top of main frame.

■A view drawing

※Push the roof panel cushionfirmly onto the top of the mainframe section .

Install the front frame to the beam with small truss screw 5x10x10.

6 Attaching the roof panel cushions715

30

Main frame

Roof panel cushion


Roof panel cushion

Front frame

Main frame

Mark-off lines

352.5 (end)

715(middle)


emmanueltakoniatis

Rectangle

10

Fin

Main frame

Beam


7 Installation of main frame

Gutter side

Front frame side

※NOTE: fin of main framepurlin to face towards thegutter end.

Install the main frame to the beam adjusting the guide hole with small truss screw 5x10x10.

Cantaport made in Japan certified to AU standards

11

InsertInsert

Siliconesealantnot supplied

Front frame

Front frame cap（Parts box）

Gutter

Gutter cap（Parts box）

Drilling screw4×10×8（Beam・depth set）

Front frame

Gutter

Side frame

Main frame

Gutter cap Side frame

8 Installation of side frame

After installing step 2 apply sealant to the gutter ends.

Step3

Attach the front frame cap into the front frame.

Step1

Install the side frame to the gutter, main frame and front frame using guide holes with screws 4x10x8.

Step2

Attach the gutter cap into the gutter.

Step1

■Detailed figure for sealant application

sealant location.

NOTE: Common mistake of installing the wrong side frame. The two side frames provided, one is made for the right side and one for the left side. Match the curve to the beam.

Front frame side

12

Front frame

B part

C part

C part

A part

U-shape

Roof rafter

Gutter

Main frame

Roof rafter

guide fin

Drilling screw 4×10×8（Beam・depth set）

9 Installation of roof rafter

Drilling screw is fixed in the the U-shape part of the front gutter (step2) B part. Drilling screw is fixed in the the U-shape part of the main frame (step3) C part .

Drilling screw is fixed in the the U-shape part of the front frame (step 1) A part detail.

■ A part detail

■B part detailed drawingU-shape

■C part detailed drawingU-shape

■Roof rafter drawing of thefront frame and gutter part

※Fix the roof rafter firmly.

Screw to the gutter.Step2

Screw it to the main frame.

Step3

Screw the roof rafter first to the front frame. The rafter is placed in front of the guide fin. See A part

Step1

13

A A

3.5mm（guide）

Gutter

Front frame

Roof panel①

②

post interval, vertical, flat

post post

Side frame

Roof rafter

U-shape

panel

Roof rafter

In case of heat absorb polycarbonate (SI), attach the uneven side down. In case of polycarbonate (AO) and heat protection polycarbonate (AO), there are no two sides because both sides are weatherproof.

10 Installation of roof panels

Before installing the roof panels

Insert the roof panel into the front frame and then set on the gutter side.

※Check post interval, flat and the diagonal dimension of the roofis equal.

※In case diagonal dimension of the roof is not equal, loosen thescrews of the front frame, gutter, main frame and beam andadjust them.

■A-A’ section drawing ■B part detailed drawing

※When installing roof panels, please note below.

※Adjust the roof panel end to theU-shape .

※Sort the panel equally right and left. Otherwisethe expansion of panels resulting fromtemperature changes may causes crackingsounds.

Note

A A’

B part

Polycarbonate sheet has impact resistance approx. 250 times higher than glass. It can even withstand being hit with a hammer. The polycarbonate roof can protect you from harsh weather conditions such as hail. In addition, since it does not harden, it is suitable for use in cold climates.The Heat Protection Bluesmoke Polycarbonatesheeting reduces the heat by 83%.

Roof Panel

14

Processing part

For end part For middle part

18 70

Side frameGutter

Panel holder (end)（Length set）

Panel holder (middle)（Length set）

Gutter

Panel holder (middle)

Panel holder (end)

Roof rafter

Drilling screw4×10×8（Beam・depth set）

11 Installation of panel holder

Install the panel holders adjusting on the U-shape of the gutter frame as a guide, and fix with drilling screw 4x10x8.※Insert the cutout part of panel holder over the roof rafter (middle section) and install it.

■Position of the panel holder

REMINDER DO NOT FORGET THE INSTALLATION OF THE PANEL HOLDERS. THEY SUPPORT THE END OF THE ROOF PANEL.


15

Sealing

A part

Sealing

Roof retainer (end)（Beam・depth set）

Gutter cap

Roof retainer (middle)（Beam・depth set）

Gutter

Roof retainer (end) Roof retainer

(middle)


Front frame



Insert the end of roof retainer into the front frame, and fix from the front frame side with small truss screw 5x10x10.

Step1

Notice

※When screwing the roof retainer (end), insert the endpart of roof retainer into the gutter cap beforescrewing the second screw from the post side.

12 Installation of roof retainer

■A part detailed figure

Apply sealant to the insert part of roof retainer (end) into front frame.

Step2

If the screw installing into the roof retainer is tighten too much, the screw will run idle. Tightening torque is about less than 1.5Nm (15kgfcm).If the screw head leans when installing the roof retainer, it will cause water leakage (water will enter from the screw head clearance), so install the screw straight.

16

G.L

Rd`k`ms

Sealing

Rd`k`msRd`k`ms

Saddle（Parts box）

Round gutter（Post set）

Drain elbow（Parts box）

Elbow（Parts box）

Round gutter（Length set）

Drilling screw 4×10×8（Parts box）

Gutter attachment（Parts box）

Gasket（Parts box）

Drilling screw4×10×8（Parts box）

Gutter side

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13 Attaching the round gutter parts

Capped side

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※In case that it could not crush, useelectric drill and hit the part again

②Screw the gutter attachment and dosealing work at the screw part.

※Be sure to seal around screws inorder to prevent danger whencleaning as well as for water proof.

③Use glue in the partsbox for rain gutter parts.

Capped

side

Gut

ter s

ide

Wiep evsyrh gettih irh sj kyxxiv2

Using drain elbow which can remove dust accumulated in the rain makes its maintenance easier.

17

XA14

XA9

30

XDepth dimension（D）

2-φ4.6(on U-shape )

φ4.5(on U-shape)

Roof cutting dimension 100mmDepth2427

Cutting length（mm）XA＝101 ※2XA＝100 ※1


Cutting length（mm）

XA＝101 ※2

The cutting length of each materials are※1 XA＝X※2 XA＝　　×101X

100

14 Cutting procedure of depth direction

Front frame side

Front frame side

In case of cutting depth, be sure to cut from the front frame side.Subject to the cutting length of the roof, cut and process each part and roof panels. Please be careful of the direction of each part.

1. Cutting the beams2. Cutting the side frame3. Cutting the roof rafters4. Cutting the roof retainers (middle)5. Cutting the roof retainers (end)6. Cutting the roof panels

1. Beam processingWhen the roof cutting dimension is 100mm, the cutting length of material XA is

※The roof dimensions determines the length of the beam

2. Side frame processing

※The roof dimensions determines the length of the frame

When the roof cutting dimension is 100mm, the cutting length of material XA is

Cut rangeX=less than 300mm

18

XA9

XA70　※4

XA

XA40　※4

φ4.5(on U-shape gutter)



※3 The roof dimensions determines the length of the retainer middle※4 In case the dimension of pre-hole from end is more than 80mm, drill a new hole.

In case the dimension of pre-hole from end is less than 80mm, a new hole is not required.

※3 The roof dimensions determines the length of the retainer end.※4 In case the dimension of pre-hole from end is more than 50mm, drill a new hole.※In case the dimension of pre-hole from end is less than 50mm, a new hole is not required.※



XA＝101 ※2



XA＝101 ※2



XA＝101 ※2



XA＝101 ※2

4. Roof retainer (middle) processing

5. Roof retainer (end) processing

3. Roof rafter processing

※ The roof dimensions determines the length of the rafter

6. Roof panel cutting

※ The roof dimensions determines the length of the roof panel

After processing, install the frame of the roof referring to the procedure of this manual .■13■1

Front frame side

Front frame side

Front frame side





~

19

Y

5

5

Y

Y

φ3(on U-shape gutter)


21.8(cutting)

21.8(cutting)

1. Cutting the front frame2. Cutting the gutter3. Cutting the main frame4. Cutting the panel holder5. Cutting roof panel

Y

Y

15 Cutting procedures of length direction

The panel span is 715mm. In the case of cutting the length direction, the cutting dimension of the roof Y is recommended to be in the multiples of 715mm wide. Cut the materials from opposite side of round gutter installation.

Cut rangeY=less than 1430mm (less than 2 panel pitch)※It can’t be cut from 465mm to 535mm

for installing drain hole.From 651 to 714mm and from 1366 to1429mm are not available because theside frame overlaps to the roof rafter.

※Move the post the same length as the cutting dimension of theroof.

1. Front frame processingCut the materials the same length as the cutting dimension of the roof (Y).

Cut the materials the same length as the cutting dimension of the roof (Y).2. Gutter processing

SG

3. Main frame processing

4. Panel holder processingCut the panel holder(end) and panel holder (middle) at the cutting length Y referring to the table. In case the hole overlaps the pre-hole, a new hole is not required .

5. Roof panel cutting

Cutting lengthＹ

０＜Ｙ≦２００２００＜Ｙ≦４００４００＜Ｙ≦６５０７１５＜Ｙ≦９１５９１５＜Ｙ≦１１１５１１１５＜Ｙ≦１３６５

Panel holder (end) cutting length

ＹＹ／２

No installationＹＹ／２

No installation

Panel holder (middle) cutting lengthNo processingＹ／２Ｙ−３７０

No processingＹ／２Ｙ−３７０

Cut the materials the same length as the cutting dimension of the roof (Y).

Cut the materials the same length as the cutting dimension of the roof (Y).

After cutting, install the frame as per the instruction to this manual .■13■1 ~

10 10

Y

5

Y

70

Panel holder (middle)cutting length

Panel holder (end)cutting length


19(cutting)

φ5(on U-shape gutter)φ5(on U-shape gutter)

Panel holder


METAL SLEEVES DETAILS

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emmanueltakoniatis

Typewritten Text

Metal sleeve O/A 900mm above ground level

emmanueltakoniatis

Typewritten Text

Metal sleeve O/A 700mm into pit footing

emmanueltakoniatis

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emmanueltakoniatis

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emmanueltakoniatis

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Typewritten Text

Metal sleeve O/A 700mm into pit footing

emmanueltakoniatis

Typewritten Text

Metal sleeve O/A 900mm above ground level

emmanueltakoniatis

Line

emmanueltakoniatis

Line

emmanueltakoniatis

Line

Documents

Cantaport made in Japan certified to AU standards KHGO