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Peak® Aluminium Balustrade Producer Statement - PS1 - Design
28 April 2020
No representation or warranty is given that your particular
application of these products complies withrelevant building codes
or that the fasteners provided or used are appropriate for your
application. Therefore consult with professionals and local
building officials before beginning work: (i) to ensure compliance
with relevant building
codes for your application and for your proposed use of
fasteners; (ii) to ensure the integrity of the structural
components in connection with which these products are to be used;
(iii) to identify appropriate safety gear that is to be used during
installation such as a safety harness when working above ground;
(iv) to ensure that the work area is free from utilities,
services and hazards; and, (v) to clarify any instructions or
warnings that may not be clear. Work in a safe manner wearing
protective gear such as gloves, eyewear, headwear, footwear and
clothing. When using tools always comply with operation manuals and
instructions. Metal and glass may have sharp edges and could
fragment or splinter during or as a result of handling or cutting.
Do not use these products in connection with any substance that is
or may be harmful or corrosive to the products. Inspect and
maintain these products and the structural components that they are
used in connection with on a regular basis using professionals when
appropriate. This report has been prepared for certain standard
residential applications. Obtain professional advice for any
non-standard or non-residential application.
DISCLAIMER
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P & P CONSULTING ENGINEERS LTD Civil and Structural
Engineering
Mr P. Prakash {Director)
B.E. (Civil), CPEng, MIPENZ
Mr J. Dela Cruz
B.E. (Civil), GIPENZ
Mr H. Yin
B.E. (Civil), GIPENZ
Dr. H.D.W. FEN DALL (Consultant) B.E. (Civil) Hons., Ph.D.,
CPEng, MIPENZ
6A Monte! Avenue,
Henderson,
AUCKLAND, 0612
Ph. & Fax 09-836-1853
[email protected]
[email protected]
[email protected]
Ref: 17 /094/ds 28 April 2020
1.
2.
3.
4.
Notes:
PEAK ALUMINIUM BALUSTRADE
DESIGN CALCULATIONS SUMMARY
INDEX
Producer Statement - Design
Test Load & results
Based on testing, Peak Aluminium balustrade system as indicated
on attached drawings is suitable for Occupancy types A & C3 as
per AS/NZS 1170.1 :2002.
Fixings
Summary
Refer summary sketch drawing ENG 01.
1. Any parts of the structure which are not covered by the
specific design included withthese calculations must comply either
with the New Zealand Building Code orspecific design as detailed by
others. Any exceptions to this should be referred backto this
Design Office.
2. The above calculations include structural work for which a
Building Consent must beobtained prior to building. It is the
Owner's responsibility to obtain all necessaryconsents.
3. The strength and stiffness of the substrate other than
designed herein must beconfirmed at the time of installation.
4. This design is for panels and accessories as supplied by Peak
Aluminium Balustradesystem.
PAGE
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2
2
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engineering newzealana
New Zealand Institute of Architects Incorporated ACE NZ
Building Code Clause(s).�.�.i.F..?., .. F..1 ........ ..
PRODUCER STATEMENT- PS1 - DESIGN (Guidance on use of Producer
Statements (formerly page 2) is available at
www.engineeringnz.org}
ISSUED BY: .�. �. �. �?.�.��.� :. 1�.� •• �.�.�.1.�.�.��?.
�.'..�
............................................................................................
.(Design Firm)
TO:.'..�.�.�.���.�.�.'.�'.:'��?
..............................................................................................................................
.
(Owner/Developer)
TO BE SUPPLIED TO:.Y.�.�.1 .'?.�.�.�.'?.�.�.� 1.�
.......................................................................................................
.(Building Consent Authority)
IN RESPECT OF: .P.�A� A.�L!�.l�)L!�.�A�.l,J.$.TRf..P�.�Y$.T.�!Y1
................................................................................
.(Description of Building Work)
AT: .'!.A�l9L!�
.........................................................................................................................
·······. ······· ...... .(Address)
Town/City:
....................................................... LOT
................................... DP ..................... SO
.................... .(Address)
We have been engaged by the owner/developer referred to above to
provide:
STRUCTURAL DESIGN
(Extent of Engagement)
services in respect of the requirements of Clause(s). �\ ..
��.f� ..................... of the Building Code for: D 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.��.0!.��···········
.................... or(verification method/acceptable
solution)
D Alternative solution as per the attached schedule
............................................................................................
.
The proposed building work covered by this producer statement is
described on the drawings titled:
.'..��� .�L.�.���I��. _l?J\��?!���.E. ?:?!��
................................. and numbered . �.'.(��.�:. ���.��
........................... ; together with the specification, and
other documents set out in the schedule attached to this
statement.
'?n �ehalf. of t�e Design Firm., and s�bject to: . REFER NOTES
AT END OF DESIGN SUMMARY (1) Site venf1cat1on 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:
GM 1 GM2 GM3 GM4 GM5 (Engineering Categories) or Das per
agreement with owner/developer (Architectural)
I, .'..���.1�.'..����?�
.......................................................... am:�
CPEng .�5.1�0.1 .... # D Reg Arch ............... # (Name of Design
Professional)
I am a member of: � Engineering New Zealand D NZIA and hold the
following qualifications:.�.�. (�!�_i 1i• .. �.�.�.��
................ .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: D
.1J _ , (7 PARMIL PRAKASH . Cf"f..,k..J
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October 12, 2018
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MAXIMUM: 1200 mm
ASINZS 2J(II
TfGr,deA6
XX·XXXX
S DRAWING: POSTS
ITEM NO. DESCRIPTION SKU BASE RAIL SUPPORT 70101. 70104
4 HAND RAIL 1.2 m 70101. 70104 ,__...,,.. __ f-�!;-+----
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7 UPPER GLASS GASKET 70940
!ND 1 2 3
4 5
6
7 8 9
DESCRIPTION BASE RAIL SUPPORT
GLASS PANEL HAND RAIL 1.8 m BASE RAIL 1.8 m
STANDARD BALUSTER PAB Spacer
POSTS UPPER GLASS GASKET
LOWER GLASS GASKET
AS/NZS 2208
TFGradeA 6
XX•)()()()(
SKU 70101. 70104 70854. 70856 70111. 70114 70111. 70114
70201. 70204. 70211. 70214 70201. 70204. 70211. 70214
70001. 70004. 70011. 70014. 70021. 70024 70940 70940
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Acronem Consulting Australia Ply Ltd ACN:148 929 944 Web:
www.acronem.com.au Phone: +61 437 407 176
Email: [email protected]
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Page 6 of 17
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October 12, 2018
MOUNTING TEMPLATE:
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MOUNTING
TEMPLATE:
UNIVERSAL BRACKET -
STAIR APPLICATION UNIVERSAL BRACKET -
HORIZONTAL ANGLE APPLICATION
MOUNTING
TEMPLATE:
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9.s
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WALL BRACKET
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