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Producer Statement PS1 Glass Pool and Balustrade Fencing
P & P CONSULTING ENGINEERS LTD Civil and Structural Engineering
Mr P. Prakash (Director)
B.E. (Civil), CPEng, MlPENZ
Mr J. Dela Cruz
B.E. (Civil), GIPENZ
Dr. H.D.W. FEN DALL (Consultant)
B.E. (Civil) Hons., Ph.D., CPEng, MlPENZ
1.
2.
3.
Boundaryline Fencing Systems
CANTILEVER GLASS BALUSTRADE AND POOL FENCE
DESIGN CALCULATIONS SUMMARY
INDEX
Producer Statement - Design
Test Loads
Test Results
6A Mantel Avenue,
Henderson,
AUCKLAND, 0612
Ph. & Fax 09-836-1853
parmi [email protected]. nz
Ref: 15/154/ds 26 July 2017
PAGE
1
2
2
Refer results from Materials & Testing Laboratories are attached following the calculations.
12 mm toughened glass is assessed to be sufficient for balustrade, max. height 1.0 m, width 1.4 m, two spigot support and 1.2 m high for swimming pool fence.
4. Wind Load Assessment 3
Panel is suitable for up to Very High Wind Zones.
5. Fixings 3
Refer attached drawing ENG 01 for details.
6. Summary 4
Bl,B2,F2,F4,F9 Building Code Clause(s) ................................. .
PRODUCER STATEMENT- PS1 - DESIGN (Guidance notes on the use of this form are printed on page 2)
ISSUED BY: .................... P.&P..CONS.UJ...UNG..ENG.INEERS..LIMIIE.D .......................................................................... .(Design Firm)
Terranota LTDTO . ............................................................................................................... . (Owner/Developer)
RELEVANT COUNCIL TO BE SUPPLIED TO: ................................................................................................................................. . (Building Consent Authority)
CANTILEVER GLASS BALUSTRADE AND POOL FENCE IN RESPECT OF: ....................................................................................................................................... . (Description of Building Work)
AT: .................Various............................................................................................ ..(Address)
...................................................................... LOT ........................ DP ....................... SO ............... .
We have been engaged by the owner/developer referred to above to provide ... �!13��!1:'.���-):?�-?.;�� ............ .. .. . .. . .. . . .. . . .. .. . .. .. .. . .. .. .. .. . .. . .. . .. . . .. . . .. . . .. . .. .. .. .. . .. . . .. .. .. . . .. . . .. . .. services in respect of the requirements of
Bl B2 F2 F,(Extent of Engagement) . . Clause(s) .......... , ..... , ... , .................................................................... of the Bu1ld1ng Code forAll Dor Part only IZl (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: . . . . . BI/VMI & GLASS TESTING IZ] Compliance Documents issued by the Ministry of Business, Innovation & Employment.. ..................................... 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 .
GL_A.!5_5. .��.L.'!!5.��.D.�. �.t-:J.D.. P.<J.CJ.L_ f..�.t-:J�.� .and numbered . REF.; l.!)/.l.!):4/.0.S . . &. ENG. Ql ................................... ; together with the specification, and other documents set out in the schedule attached to this statement. On behalf. �f the Design Finn., and subject to: . REFER NOTES ON DESIGN CALCULATIONS (1) Site venf,cat,on of the following design assumptions ............................................................................... ..
MR.PPRAKASH I, ..................................................... am. [Z)CPEng ... �.��-��-� ............... #
(Name of Design Professional) DReg Arch ...................... . #
I am a Member of: [Z) IPENZ DNZIA and hold the following qualifications: ...... B:�JC.i_vill:.C.P_E.n� ........................... .. The Design Firm issuing this statement holds a current policy of Professional Indemnity Insurance no less than $200,000·. The Design Firm is a member of ACENZ: D SIGNED BY ..... M� ... P..P.R:A.�,A$tl ............................... ON BEHALF OF .. ��P..!;9.r:-!�1./.V!'JN.l?..f';Nl?.�Nf';f';R�JJ.MITED
(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, ton 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, IPENZ AND NZIA
PRODUCER STATEMENT PS1 October 2013
BOUNDARYLINE
(ii) All proprietary products meeting their perlormance specification requirements;
I belleve 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: 0CM1 0CM2 0CM3 0CM4 0CM5 1e,.,,..,,, c,1o00,,.1 or O as per agreement with owner/developer l"'""''"""i
Cffl,-"'452__ ............... : .............................................. ................ .Date ........................................................signature) ............
Bl,B2,F2,F4,F9
26 July 20l7
4. WIND LOAD ASSESSMENT
Panel Pressure based on test = 200 kg/m2
Consider external pressure coefficient (Cpe) of 1.2 Hence, q (basic)= 1.66 kPa Basic Wind Speed, Vz = 52.6 mis
Hence, Balustrade is suitable for "VERY HIGH" wind zone
5. FIXINGS
Max. BM along the base of glass = 1 kPa x 1.5 x 1.4 x 1.2112 x 0.5 = 1.51 kNm (infill pressure, pool fence, 1.2 m) = 1.1 kNm (for balustrade 1 m height)
BM to each Vice= 1.51/2 = 0.76 kNm (for pool fence) or 0.55 kNm for balustrade
The fixings are 75 mm apart. Hence the maximum tensile load to the fixing is:
= 10.1 kN = 7.3 kN
Anchor Types
(pool fence) (Balustrade)
MB Chemset Anchors to Concrete Capacity= 14.4 x 0.93 = 13.4 kN Hence, OK
M8 G4.6 Bolts to Steel Members Capacity= 0.8 x 400 MPa x 50 mm2 = 16 kN Hence, OK
M8 bolts to timber Capacity is controlled by bearing on 50 mm x 50 mm square washers
= 0.7 x 5.3 MPa x 50,..2 9.3 kN Hence, OK for balustrade
Use 65 x 65 washer for pool fence MS Coach Screws to Timber
Capacity= 0.7 x 0.8 x 96 N/mm x 0.7 (wet) = Required embedment = 120 mm
37.6 N/mm
3
6.SUMMARY
In summary, the panel & fixings tested conform to the following:
LOADS:
live Load: For Domestic Occupancy types A and C3 (residential only) of AS/NZS 1170:2002, Table 3.3
Wind Load: VERY HIGH as per NZS 3604
GLASS:
Thickness: 12 mm Toughened Grade A
Maximum height is 1 m above finished floor level for Balustrade situations
and 1.2 m height for Swimming Pool fence
FIXINGS:
Stainless steel spigots
Fixing of spigots to substrate to comprise any of the following:
4/ M8 Chemset anchors (Maxima spin capsules or Epcon C6 series)
41MB G4.6 bolts to steel member
4/M8 bolts or coach screws to timber
Notes:
1. It is assumed that the strength and stiffness of the substrate is sufficient to adequate resist
the balustrade loads - this must be confirmed for each installation situation.
2. The fixings must comply with the durability requirements on the Building Code
4
Reference:
MATERIALS & TESTING LABORATORIES LIMITED
Destructive & Non-destructive Test House
CERTIFICATE OF TEST
Boundaryline Fencing Systems
Load Testing on 1400mm Long x 1200mm High Scenik Glass Infill Panel
Test Standard I Method: Method as discussed with client
Report No. 42653/2
Page 1 of 3 pages
Test Equipment: Riken P-4 Pump, Serial No. 22968 with AEP Digital Force Gauge, Serial No. 109626 SPX 5 Ton, Model B No. C55C Single Ram
RESULTS:
(all verified against Shimadzu Universal Grade 1 Testing Machine, Model No. REH 50, Serial No. 72666. Calibration due June 2016).
Kristeel LAD 1 0-600mm
1 x Scenik Glass infill panel 1400mm long x 1200mm high, mounted to 2 x stainless steel spigots. 3 x Separate load tests performed: Maximumlload vs Deflection at maximum load and Permanent Set recorded.
Test 1: 240kg Distributed Through a 960 x 960mm Timber Load Board
Applied Force Deflection at Maximum Load (kg) (mm)
0 0
30 8
60 23
90 44
120 57
150 71
180 82
210 93
240 105
Permanent Set= 12mm - No failure observed.
Certificate of Test 20 15 dotx . Document Date 1 1102115 Rev O P.O. BOX 14-042, PANMURE 1741, 172g MARUA RD, MT WELLINGTON, AUCKLAND, N.Z. TEL: 579 0262 FAX: 579 0260 Email: [email protected]
FRAMELESS GLASS BALUSTRADE & SWIMMING POOL FENCE SUPPORTED BY SPIGOTS
�SPIGOTS
•
•
175mm or 12.5% of panel width
T1 [\� SIS SPIGOTS
I I I t=l .. l::j ....-- 4/M8 BOLTS
�.
...
-•
•
4/MSBOLTS or M8 x 120mm coach screws.�
..,_
111 Ir\
t::: t:::
...
...J wO
g* Cl) � :::, :::! ...J :::!�� 0:: Cl) 0 0:: u. 08 :; ,...�
- .,
= I I rr!. 95 x 95 x 8 mm S/S BASE PLATE lllso
I � I
p CONNECTION TO STEEL
P & P CONSULTING ENGINEERS LTD
Civil and Structural Engineering
I I 11I I I I I I I I I I I I I I I I I I
f15' 'ff 50 x 50 WASHERS
J '-TIMBER JOIST
(65 x 65 FOR SWIMMING POOL FENCE) OR NOG CONNECTION TO TIMBER
Boundaryline Fencing Systems
THIS GLASS BALUSTRADE SYSTEM IS SUITABLE FOR THE FOLLOWING:
LIVE LOAD:
OCCUPANCY TYPE I REFER TABLE 3.3 OF ASINZS 1170 DESIGN LOAD
A I
DOMESTIC BARRIERS SERVING ONE OR MORE C3 DWELLINGS INCLUDING BALCONY EDGES.
(Residential Only) (NOT SUBJECT TO CROWD LOADINGS)
0.6 kN CONC LOAD ANYWHERE, OR 0.75 kN/m LINE LOAD AT 0.9 m ABOVE FLOOR LEVEL
2i��;:���i��
WIND LOAD:
VERY HIGH WIND ZONE AS PER NZS 3604:2011
FIXINGS: 1. ALL ANCHORS MUST BE INSTALLED IN ACCORDANCE WITH MANUFACTURERS REQUIREMENTS. 2. BOLTING ARRANGEMENT MUST COMPLY WITH RELEVANTMATERIAL CODES.3. STRENGTH & STIFFNESS OF THE SUBSTRATE STRUCTUREMUST BE SUFFICIENT FOR THE BALUSTRADE LOADS - THIS MUST BE SPECI Fl CALLY CHECKED BY OTHERS FOR EACH SITUATION.
DURABILITY ALL FIXINGS TO BE STAINLESS STEEL.
r--12 mm TOUGHENED SAFETY GLASS
111 If"\
� ..........-STAINLESS STEEL SPIGOT
� ...
4/M8 CHEMSET EPCON C6 OR HIL Tl HRD-CR or HRD-CR Concrete Screws
ii,R"J 'a .. 4 . -� �
:::
, ·.o ·a·: ·•J_:·.
� 4i,: ·.a a:,:._ ,... � 1·. 4
.'
W . . .,-'a
_ -75 50MIN
CONNECTION TO CONCRETE
Scales N.T.S Project 15/154
6A Mentel Avenue, Henderson ph: 836-1853 GLASS BALUSTRADE & FENCE SUPPORTED BY STAINLESS STEEL SPIGOTS Drawn PP Date 26-7-17 Sheet ENG 01
CONTINUOUS CAPPING RAIL (DESIGNED BY OTHERS) Complies with NZS 4223.3:2016
Frameless Glass Pool Fencing Glass Gate Hardware Compliance
Glass Gate Self Closing Hinges
All Glass And Hardware Has Been tested to AS1926.1 - 2012, A full report is available on Request.
- Gate Material: 10mm Toughened Glass- Gate Size: 1200mm high x 900mm wide- Lock Description: Magnalatch- Hinge Descption: Self Closing Spring hinge gate- Lock On Inside of Barrier: Yes- Self Closing from all angles: Yes- Self Closing from 150mm of open: Yes- Overall Gate Height: 1250mm
Frameless Glass Pool Fencing Glass Gate Hardware Compliance
Glass Gate Self Locking Gate Latch
Below Is a photo of the Testing Setup to comply with AS1926.1 - 2012
