Header sheet for job: SBY0100315S

7.001 31-03-2015 15:39:47

Load-bearing walls: 0 of, Length = 0 m, area = 0 m2Non-Load-bearing walls: 0 of, Length = 0 m, area = 0 m2

Client details:BALAI PENDIDIKAN DAN PELATIHANBANGKALAN

Builder details:

Supracadd-7.001-05

HIP

004

1841 1841

2428

1818

2475

1742

3917

5145 (A=2109)

(A=2109) 5145

HIP 006

7647

1856

1834

3299

4764

6229

7694

1856

1788

3253

4717

6182

9135

11891 (A=2109)

11891 (A=2109)

HIP 005

6182

7647

7694

3299

1834

1811 1811

1788

3253

4717

4764

6229

9135

(A=2109) 11891

(A=2109) 11891

L R008

LR 008

LR

014

LR

013

L R012

L R011

L R011

L R011

L R010

L R009

L R007

LR 007

L R006

LR 006

L R005

LR 005

LR 004

L R003

L R003

L R003

L R002

L R002

L R002

L R001

L R001

NO

.D

ATE

:B

Y:

RE

VIS

ION

:

RE

VIS

ION

:

SM

AR

TRU

SS

TR

US

S LA

YO

UT

(RO

OF LE

VE

L PLA

N)

NA

ME

:JO

B N

o: SB

Y0100315S

WIN

DS

PE

ED

:28.7 m

/s

RO

OF TY

PE

:K

ER

AM

IK

SLO

PE

D A

RE

A O

F RO

OF:

m

MA

X. TR

US

S S

PA

CIN

G:

1200 mm

RO

OF P

ITCH

:35 degrees

DE

TAILE

D B

Y:

MU

LYA

DI

CH

EC

KE

D B

Y:

TFRE

IW

NO

TE:

Ensure roof bracing is installed in accordance w

ith theS

MA

RTR

US

S Installation M

anual.

Lateral restraints (TOP

SP

AN

40 / Top Chord m

aterial) continuingover adjacent trusses at 1.8m

intervals are to be providedand braced to the ceiling plane.

18000200

1600

3800

12350

29000

NO

.D

ATE

:B

Y:

RE

VIS

ION

:

RE

VIS

ION

:

SM

AR

TRU

SS

TR

US

S LA

YO

UT

(RO

OF LE

VE

L PLA

N)

NA

ME

:JO

B N

o: SB

Y0100315S

WIN

DS

PE

ED

:28.7 m

/s

RO

OF TY

PE

:K

ER

AM

IK

SLO

PE

D A

RE

A O

F RO

OF:

m

MA

X. TR

US

S S

PA

CIN

G:

1200 mm

RO

OF P

ITCH

:35 degrees

DE

TAILE

D B

Y:

MU

LYA

DI

CH

EC

KE

D B

Y:

13751200

12001200

12001125

12001200

12001200

12001200

12001200

12001200

12001200

11251200

12001200

12001375

L R008

LR 008

LR

013

L R012

L R011

L R011

L R011

L R010

L R009

L R007

LR 007

L R006

LR 006

L R005

LR 005

LR 004

L R003

L R003

L R003

L R002

L R002

L R002

L R001

L R001

NO

.D

ATE

:B

Y:

RE

VIS

ION

:

RE

VIS

ION

:

SM

AR

TRU

SS

TR

US

S LA

YO

UT

(RO

OF LE

VE

L PLA

N)

NA

ME

:JO

B N

o: SB

Y0100315S

WIN

DS

PE

ED

:28.7 m

/s

RO

OF TY

PE

:K

ER

AM

IK

SLO

PE

D A

RE

A O

F RO

OF:

m

MA

X. TR

US

S S

PA

CIN

G:

1200 mm

RO

OF P

ITCH

:35 degrees

DE

TAILE

D B

Y:

MU

LYA

DI

CH

EC

KE

D B

Y:

TFRE

IW

NO

TE:

Ensure roof bracing is installed in accordance w

ith theS

MA

RTR

US

S Installation M

anual.

Lateral restraints (TOP

SP

AN

40 / Top Chord m

aterial) continuingover adjacent trusses at 1.8m

intervals are to be providedand braced to the ceiling plane.

C-A

PE

X-A

-75-10-2-2notch=58

C-H

EE

L-B-75-10-6

notch=109C

-HE

EL-B

-75-10-6notch=109

C-C

HO

RD

PT-A

-75-10-2notch=146

C-C

HO

RD

PT-A

-75-10-2notch=146

C-P

RO

P-75-10-2

C-P

RO

P-75-10-2

SC

-SP

LICE

-75

051051

003005

002

004

010-2

020-2

030-2

040-2

050-2

060-3

050-2

040-2

030-2

070-2

010-2

001071

80012350

800

DE

SC

RIP

TION

No.

LEN

MA

TQ

TYC

7510RA

0015146

1.001

C7510R

A002

72041.00

1C

7510RA

0039199

1.001

C7510R

A004

47121.00

1C

7510RA

0059199

1.001

C7575R

A010

12000.75

2C

7575RA

0202360

0.751

C7575R

A030

24200.75

2C

7575RA

0403280

0.752

C7575R

A050

36000.75

2C

7575RA

0513400

0.752

DE

SC

RIP

TION

No.

LEN

MA

TQ

TYC

7575RA

0604353

0.751

C7575R

A070

23200.75

1C

7510RA

0711000

1.001

SC

RE

W-12-14x20-H

EX

-88

SC

RE

W-10-16x16-H

EX

-28

STIFFE

NE

R_C

7510_75-

2

PA

SS

31-03-2015

84.5

lh overhang=1360 rh overhang=1360 span=12350 spacing=1200 loading=US

ER

-W28.7N

(m,6,-0.6,-0.22,-0.22,0,0,0,0,0,0,0,-1.1,-1.1,0,0.23,0,0,0,0,0,1.5,0,0,A

,4,2,F,2,F,10,28.7,,,,,,5,S,5,,S

EA

LED

) lh pitch=35D

esign code: AS

-4600-2005 (Australian/N

Z limit state)

smart: N

Oflush: N

O

PT B

ATA

RA

SU

RY

A S

EM

ES

TA

1

004S

BY

0100315S

Page 1 of 1

442035

Precam

ber = 7.0 mm

compaq

35

Supracadd-7.001-05 TRUSS004-31-03-2015-15:38:30 UTIL10 (Build CHANNEL truss) vers B.98

QU

ALITY

CH

EC

K FR

OM

TOP

OF TO

P C

HO

RD

, TO B

OTTO

M O

F BO

TTOM

CH

OR

D = 4420

1:80

Fix web boxing 2/10-16x16 H

ex Screw

sper end and centre

150705338

SB

Y0100315S

004

Offset

FeatureC

HO

RD

:003

0W

EB

-0601856

WE

B-050

1909W

EB

-0403755

WE

B-030

3764W

EB

-0205750

WE

B-010

CH

OR

D:

0053478

WE

B-010

5382W

EB

-0705392

WE

B-030

7293W

EB

-0407347

WE

B-050

CH

OR

D:

002962

WE

B-050

1029W

EB

-0601096

WE

B-050

3045W

EB

-0403109

WE

B-030

5130W

EB

-0205179

WE

B-010

CH

OR

D:

004714

WE

B-040

1122W

EB

-0502356

WE

B-060

3594W

EB

-0504004

WE

B-040

CH

OR

D:

0012014

WE

B-010

2065W

EB

-0704120

WE

B-030

4183W

EB

-040

Note: O

ffsets are from the right hand end of chord

JobTruss

RIG

HT

LEFT

PA

RTS

LIST (per truss)

AS

SE

MB

LY D

ETA

ILSA

PE

X H

EIG

HT

LEFT P

ITCH

RIG

HT P

ITCH

FAB

RIC

ATO

R

CLIE

NT R

EF:

CU

STO

ME

R

TRU

SS

DE

TAILS

UN

CR

OP

PE

D LE

NG

THU

NC

RO

PP

ED

HE

IGH

TW

EIG

HT

DE

TAILE

RD

ETA

ILED

SC

ALE

JOB

NU

MB

ER

TRU

SS

AN

ALY

SIS

Status

Approved B

Y

QTY