ALUMINIUM FENCE - ALL NEWZEALAND

ALUMINIUM EXTERNAL DOMESTIC BARRIER

- Panel 1200 (Alloy 6063-T6)

of

Client:

Project Title:

Scale (A4 Original):

Surveyed:Designed:Drawn:

Verify all dimensions on site before commencing work. Prioritise figured dimensions over scaling. Refer all discrepancies to the drawingoffice. This document and the copyright in this document remain the property of Tiaki Engineering Consultants Limited. The contents of thisdocument may not be reproduced either in whole or in part by any means whatsoever without the prior written consent of Tiaki EngineeringConsultants Limited.

Client Drawing #:

Sheet #: Rev No:

Rev Revision Details Signature DateAppd

Job #:Tiaki Engineering Consultants Ltd115 The Strand, TaurangaPO Box 13030 Tauranga 3141Phone: 07 577 1399Web: www.tecl.co.nz

Reviewed: Sheet Title:

14027.1

DZ

DZ

DVR

DVRA FOR CONSTRUCTION 31.01.2020

151:RED STAG METAL FABRICATION

APPROVED

FOR CONSTRUCTION

2

SH

S6

5x6

5x2

.5

m

m p

osts

Timber post of sufficient

strength (by others)

13

00

m

axim

um

11

20

m

axim

um

Scale 1:15 on A4

ELEVATION

2

2

2

SHS40x40x2 mm rails

SHS40x40x2 mm rails

Complies with the requirements of AS/NZS 1170.1:2002 Table 3.3

- Minimum imposed actions for barriers - Occupancy A & C3

SH

S1

9x1

.6

0 m

m

11

20

SHS30x30x2 mm rail

Scale 1:5 on A4

RAIL CONNECTION

Post 65x65x2.5 mm

Cast Aluminium Rail Bracket

Downee FB40P 40x40

with 2 fixings

SHS40x40x2 mm rail

Scale 1:5 on A4

PICKET WELDS

1200 maximum

2

SH

S6

5x6

5x2

.5

m

m p

osts

12

00

SH

S1

9x1

.6

0 m

m

2

SHS19x1.60 mm picket weld arrangement

G.L.

SHS40x40x2 mm rails

NOTE:

Alternative rail to post

connection specified

on detail below

Scale 1:5 on A4

BASEPLATE DETAIL

Baseplate

to timber

4x M12 240mm long

Coachscrews to timber

165

13

0

15

33

18

18

10mm thick base

plate 165x130

3

ALUMINIUM EXTERNALDOMESTIC BARRIER ALLOY6063-T6 - Baseplate to timber

PRODUCER STATEMENT PS1 October 2013 (PDF)

Building Code Clause(s)………………………..

PRODUCER STATEMENT – PS1 – DESIGN (Guidance on use of Producer Statements (formerly page 2) is available at www.engineeringnz.org)

ISSUED BY: ……..………………………………………………………………………………………………………………….…… (Design Firm)

TO:………………………………………………………..…………………………………………………………………………..…… (Owner/Developer)

TO BE SUPPLIED TO:…………………………………………………………………………………………………….……….…… (Building Consent Authority)

IN RESPECT OF:…………………………………………………………………………………………….……………………….…. (Description of Building Work)

AT:………………………………………………………………………………………………………………………….………….….. (Address)

Town/City:……………..………………………...…..… LOT…………….....…………… DP………………… SO………………… (Address)

We have been engaged by the owner/developer referred to above to provide:

……………………………………………………….……………………………………………………..…...………………….……….. (Extent of Engagement)

services in respect of the requirements of Clause(s)……………………..….……of the Building Code for: All or Part only (as specified in the attachment to this statement), of the proposed building work.

The design carried out by us has been prepared in accordance with:

Compliance Documents issued by the Ministry of Business, Innovation & Employment………………..……………...….or (verification method/acceptable solution)

Alternative solution as per the attached schedule…………………….……………………………………………………..……

The proposed building work covered by this producer statement is described on the drawings titled:

…………………………………………………………………………………and numbered ………………….……………….…….; together with the specification, and other documents set out in the schedule attached to this statement.

On behalf of the Design Firm, and subject to: (i) Site verification of the following design assumptions ………………….………………………………………..……………..… (ii) All proprietary products meeting their performance specification requirements;

I believe on reasonable grounds that a) the building, if constructed in accordance with the drawings, specifications, and other documents provided or listed in the attached schedule, will comply with the relevant provisions of the Building Code and that b), the persons who have undertaken the design have the necessary competency to do so. I also recommend the following level of construction monitoring/observation:

CM1 CM2 CM3 CM4 CM5 (Engineering Categories) or as per agreement with owner/developer (Architectural)

I, …………..………..………………………………….......…..…..…. am: CPEng ……….….. # Reg Arch …….…….. # (Name of Design Professional)

I am a member of: Engineering New Zealand NZIA and hold the following qualifications:…………………………….…..… The Design Firm issuing this statement holds a current policy of Professional Indemnity Insurance no less than $200,000*. The Design Firm is a member of ACENZ:

SIGNED BY……………………….…………………………………………………..(Signature)……….…………..……………...… (Name of Design Professional)

ON BEHALF OF ……..……………………………………………………………………………………………..Date……..…….… (Design Firm)

Note: This statement shall only be relied upon by the Building Consent Authority named above. Liability under this statement accrues to the Design Firm only. The total maximum amount of damages payable arising from this statement and all other statements provided to the Building Consent Authority in relation to this building work, whether in contract, tort or otherwise (including negligence), is limited to the sum of $200,000*.

This form is to accompany Form 2 of the Building (Forms) Regulations 2004 for the application of a Building Consent. THIS FORM AND ITS CONDITIONS ARE COPYRIGHT TO ACENZ, ENGINEERING NEW ZEALAND AND NZIA

Client: Page:

Project: By:

Job: Rev Date:

DESIGN STATEMENT

A. Introduction

(i) This document describes the design approach and specifications for the project.

(ii) The design calculation herein specified includes:

- Structural analysis of balustrade members, fixing and footings:

1. Posts - SHS65x2.5 mm, maximum distances 1.2 m, maximum height 1.3 m

2. Handrails - SHS40x2 mm, top and bottom rails

3. Balusters (pickets) - SHS 19.05x1.6 mm at 115 mm crs. Maximum length 1120 mm

Pickets shall be welded to the rails with FW 2 mm, in two lengths of 19 mm

on inner and outer side of barrier

4. Post connection to timber post/base (timber strength EXLCUDED)

(iii) Unit and language used shall be :-

- Unit : Metric

- Language : English

B. Design Standards and Reference

(i) The structure has been designed to the following Standards and Recommendations:

- General principles :

:

:

- Wind action :

- Aluminium Structures :

- Timber Structures (connections) AS NZS 3603

(ii) The design is completed using aid of the following computer programs :-

- In-House Smath Studio

- AxisVM X5 LT

C. Design Criteria

(i) The structure and structure members are designed to take the following loads:

- Permanent Actions : Dead Load

- Imposed Actions : Barrier Imposed Loads:

- Wind Actions : Not critical loading condition for this balustrade system

(ii) The structure shall be designed for Combinations of Actions per AS/NZS 1170.0 : 2002

DS1

DZ

31.01.20201

RED STAG METAL FABRICATION LTD

All NZ

AS / NZS 1170.1 : 2002 Clause 3.6, Table 3.3, Other residential and C3 -

external balconies

AS / NZS 1170.0 : 2002 Section 4

AS / NZS 1170.1 : 2002

Guidance on Barrier Design - B1 Building Code

AS / NZS 1170.2 : 2011

AS / NZS 1664.1:1997 Part 1: Limit state design

Client: Page:

Project: By:

Job: Rev Date:

D. Material Specification

(i)

Tensile Strength / Proof Stress N/mm²

Modulus of Elasticity N/mm²

Shear Modulus N/mm²

Poisson's ratio

Density

(ii) Member Type

Extrusions and pipe

Plates

Coach Screws Galv.

E. Structural System and Concept

(i) The main structural system is based on design philosophy of :

F. Notes and Significant Design Assumptions (not intended to be exhaustive)

(ii)

G. Applicability

Prepared by: Authorised for by:

Dragan Zdravkovic Donald Richardson

Structural Engineer, MSc Director

BSc(Eng), CPEng, CMEngNZ

This report has been prepared for the benefit of Red Stag Metal Fabrication Ltd with respect to the

particular brief given to us and it may not be relied upon in other contexts or for any other purpose

without our prior review and agreement.

120(40)

0.33

2670 kg/m³

205(180) N/mm²

Filler Alloy 4043

Limit State Design

70000 Mpa

26250 N/mm²

0.33

2670 kg/m³

-

-

10.0 31.01.2020

RED STAG METAL FABRICATION LTD DS2

All NZ DZ

The structural detailing will be carried out by a nominated contractor by client. The modelling and

drawing preparation process will be based on the Structural Design Sketches (attached).

Aluminium Alloy

6063-T6

6063 - T6AS / NZS 1664.1:1997

AS/NZS 1111

Alloy and temper

4.6

Standard

AS / NZS 1664.1:1997 6063 - T6