date: 21 may 2015 our ref: sk-15-2057-q001-a tully de'ath ... · date: 21 may 2015 our ref:...
TRANSCRIPT
Date: 21 May 2015Our Ref: SK-15-2057-Q001-A
Tully De'athSheridan HouseHartfield Road, Forest RowFOREST ROWRH18 5EA
For the attention of Mr Joel Waugh
Dear Sirs
THURROCK
Thank you for your recent enquiry, we are pleased to enclose our budget quotation for your consideration. Hydro International is the market leader in storm and waste water management. We have an extensive range of flow controls, treatment devices and stormwater storage systems that provide major benefits over other products which can impact on both capital and revenue costs, supported by:
· Superior Design - Our units are totally self-activating with no moving parts and no external power source requirements. Their unique hydraulic characteristics are derived from extensive physical testing and computational simulation, allowing us to provide efficient and accurate flow controls. Structural integrity is ensured through the use of appropriate material thickness and grade for each application.
· Quality Assurance - Hydro International is committed to providing its customers with a quality service and quality products and is accredited to the current International Standard ISO 9001:2008 (Lloyds Quality Register Certificate No. 0961366).
· Hydro-Brake® Optimum - Independently accredited by the BBA and WRc Approved, the Hydro-Brake Optimum® is our most hydraulically efficient unit, with larger clearances and greater design flexibility than ever before. There is no equivalant to the Hydro-Brake Optimum®. Contact us for further details.
If you have any queries regarding this quotation or require any further information then please do not hesitate to contact either myself (using my direct dial number shown below) or any of my colleagues using the appropriate hotline number, also shown below.
Yours faithfully
Sharon King Proposals Engineer DDI: 01275 337924
Hydro-Brake® Hotline: 01275 337937Stormcell® / Stormbloc® Hotline: 01275 337977
encs. Budget Quotation; Head / Discharge Characteristics; Example Drawing(s);
HRD-QN03-05
QUOTATION
Date: 21 May 2015 Our Ref: SK-15-2057-Q001-A
Client: Tully De'ath
Site Name: Thurrock
Item 1) SHE01741 No. Hydro-Brake Optimum® Flow Control
Product Code: SHE-0174-1400-0550-1400
Suitable For: Surface / Storm Water
Optimised For: Minimise upstream storage (HE)
Technical Criteria:Design / Duty Point Flow = 13.850 l/s Head = 0.550 mFlush-Flo™ Point Flow = 13.816 l/s Head = 0.257 mKick-Flo® Point Flow = 12.460 l/s Head = 0.439 mMean Flow Rate Flow = 10.907 l/s over Head = 0 - 0.550 mMinimum Clearance 0.0242 m²(please include all details in any technical specification)
Specification:· BBA Approved (08/4596 Product Sheet 1)· WRc Approved (PT/329/0412)· Durable stainless steel grade 304L construction. · Gauge = 3 mm.· Integral pivoting bypass door c/w bypass rope also in stainless steel.· Bead blasted finish to maximise corrosion resistance.· M10 x 75mm stainless steel fixings as required.· Neoprene outlet seal.
Configuration:
· Horizontal Discharge· Lug Mounted· Fixed Inlet· to suit 225 mm outlet pipe· to suit 1200 mm chamber
List Price = £2,557.00
All prices are Net and exclude VAT. Quotation is valid for 90 days from the date of issue.
PLEASE QUOTE SK-15-2057-Q001-A IN ANY COMMUNICATIONS
You may also be interested in our other storm water management products:
· Stormcell® storm water storage system· Stormbloc® storm water storage / infiltration system
HRD-QN03-05
QUOTATION
Date: 21 May 2015 Our Ref: SK-15-2057-Q001-A
Client: Tully De'ath
Site Name: Thurrock
· Downstream Defender® storm water treatment system· StormBank® rainwater harvesting system
Please visit our website at <http://www.hydro-int.com/> for general company and product information.
Our sales hotline numbers are: Hydro-Brake®: 01275 337937Stormwater Products: 01275 337977
HRD-QN03-05
QUOTATION
Date: 21 May 2015 Our Ref: SK-15-2057-Q001-A
Client: Tully De'ath
Site Name: Thurrock
InclusionsThe quotation includes for product design, fabrication, standard installation details, and delivery to UK mainland site.Hydro-Brake® Flow Controls are supplied with neoprene sealing gaskets and stainless steel stud anchor fixing bolts.The descriptions contained in this quotation are our interpretation of your specification and are specific to the above mentioned items. Should the design criteria change or other specifications be required for any reason, we reserve the right to re-quote and to vary our price accordingly.Hydro International pursue a policy of continuous product development and reserve the right to change their technical specification without prior notice.
ExclusionsCivil design and construction.Off-loading, and equipment installation at site.Visit(s) to site by Hydro International representative(s).
ExtrasAny visit(s) to site by Hydro International representative(s) may be charged at £450.00 per day or any part thereof plus travelling-time and expenses.
ValidityThis quotation is valid for 90 days.
DeliveryDelivery programme is to be agreed with customer, the normal delivery programme is 2 to 3 working weeks (unless stated otherwise) from receipt of payment with order, and receipt of approved contract drawings, whichever is the later.
Terms and ConditionsThis quotation is subject to the company's current Terms and Conditions of Business appended and which must be deemed to be incorporated herein.Where Terms and Conditions of Business vary from those above we reserve the right to amend our quotation accordingly. An extra charge will be levied for bank guarantees and performance bonds. Discounts may be offered for more favourable / prompt payment.
Payment TermsSee above.All payments (apart from that pertinent to the receipt of order), are to be payable within 28 days of issue of invoice. In the event of failure to meet this requirement by the purchaser, we reserve the right to suspend manufacture, which will only recommence on payment of the total contract price. We accept no liability for any delays or consequence suffered by the purchaser as a result of suspension of manufacture.
Defects Liability Period WarrantyThe standard Hydro International warranty covers products for one year from date of purchase and will only be considered for those defects or faults reported directly to Hydro International in writing. Warranties will not be considered for defects or faults caused by accident, acts of vandalism or unauthorised repair/rectification. Please contact Hydro International for product specific details.
HRD-QN03-05
TERMS AND CONDITIONS OF BUSINESSEQUIPMENT SALES
General
1 These terms of business (with such other terms as may be agreed in writing) are the only conditions upon which Hydro International ("Company") is prepared to deal with the client and they shall govern the
contract between the Company and the client to the entire exclusion of any other express or implied conditions (other than the conditions incorporated by reference to paragraph 2 of these terms). Any quotation
or tender given to the client (in whatever form the same may be expressed) is given subject to these terms.
2 The conditions of sale (A) for machinery and equipment (exclusive of erection) as prepared by the British Electrical and Allied Manufacturers Association Limited ("BEAMA conditions") shall apply save as modified
by these terms of business. Copies of the BEAMA conditions will be supplied by the Company to the client on request.
3 The term "tender" when used in the BEAMA conditions shall be deemed to include quotations.
4 The last sentence of BEAMA condition 6 (drawings etc.) shall be amended to read "after acceptance of our tender, if appropriate, a set of outline drawings will be supplied free of charge on request".
5 Subject to clause 21 the Company's liability to the client under BEAMA condition 9 (liability for delay) shall be liquidated damages at the rate of one half per cent for each complete week subject to a maximum of
10%.
6 There is no necessity for the Company's goods to be tested or inspected on site and accordingly BEAMA condition 7 (inspection and tests) and the second paragraph of BEAMA condition 8 (performance) shall
not apply.
7 BEAMA conditions 13 (terms of payment) and 20 (legal construction) shall not apply.
8 BEAMA condition 17(a) (limitation of contractor's liability whilst on site) shall be amended by deletion of the word "greater" and the word "lesser" shall be substituted therefor.
9 The Company does not expect the client to issue a final certificate and accordingly the second sentence of BEAMA condition 18 (final certificate) shall not apply.
10 Unless the Company shall at its absolute discretion notify the client in writing at any time to the contrary BEAMA condition 19 (arbitration) shall not apply.
Terms of Payment
11 Payment in full of any outstanding balance due for the goods ordered by the client shall be made 30 days from the invoice date unless otherwise agreed in writing by the company.
12 If any payment is overdue and remains outstanding after the 30th day following the date of the Company's invoice the Company shall have the right to charge interest on a day to day basis at the rate of 2% per
month.
Cancellation of Order
13 (i) Should an order be cancelled by the client a cancellation charge of a minimum of 50% of the total order value will be payable to the Company. This money should be paid within two months of the date of
cancellation. The Company reserve the right to invoice for up to 100% of the contract value should fabrication, in the Company's opinion, have reached an advanced state.
(ii) Should an order be subjected to a delay, initiated by the client, of 3 months or more then the Company reserves the right to deem this as cancellation of the order and consequently the cancellation terms,
as detailed above, will apply.
Delay in Delivery
14 The Company reserves the right to fabricate, deliver and invoice in accordance with the original programme agreed at time of order. Should the client request a delay in the date of delivery to site, then the
fabricated equipment may be stored at a suitable location by the Company if mutually agreed. All associated transportation costs will be recharged to the client. Should a delay occur and storage capacity be
limited, the Company reserves the right to deliver to site, or an alternative location specified by the Client, providing that 5 days' prior notice be given to the Client by the Company. A storage charge will be made
for delivery delays of more than 4 weeks. In such cases, the equipment will be invoiced and due for payment in full upon completion of manufacture and not upon delivery to site.
Risk and Property
15.1 The client should inspect the goods immediately upon delivery, as the risk in the goods shall pass to the client at this point. The buyer must make any notification or claim for damage, or shortfall in goods
supplied, in writing within 3 days after the receipt of such goods. Failure to meet this deadline will invalidate any claim. The risk in the goods shall pass to the client at the time of delivery.
15.2 Title to the goods shall remain with the Company until payment in full has been received by the Company for those goods.
15.3 Without prejudice to clause 15.2, the Company reserves title in all goods supplied to the client until the client has settled all outstanding invoices from the Company.
15.4 Where the Company retains title to the goods:
(i) the client shall hold the goods on a fiduciary basis as bailee for the Company;
(ii) the client shall store the goods separately from other goods in the possession of the client; and
(iii) the Company shall be permitted to enter, and the client shall provide all necessary access to, the client's premises to verify that the good have been stored correctly.
15.5 The client may incorporate the goods into other items with the Company's consent and in the ordinary course of its business, provided that the Company shall retain title to all goods that can be separated from
the other items. If any of the goods are incorporated into other items the client shall maintain records sufficient to enable such items to be identified and for the goods so incorporated to be identified.
15.6 The powers of the client referred to in clause 15.5 shall be terminated (a) by written notice to the client if any payment for any goods whatsoever remains unpaid 28 days after becoming due to the Company or (b)
automatically if a Receiver is appointed over any assets or undertaking of the client or a winding-up order is made against the client or the client goes into voluntary liquidation or calls a meeting for that purpose or
makes any composition or arrangement with its creditors or commits any act of bankruptcy.
15.7 Notwithstanding clause 15.5 above the Company reserves the right to repossess any goods in respect of which payment is overdue and thereafter to sell the same and for this purpose the client hereby grants an
irrevocable right and licence to the Company's servants and agents to enter upon all or any of its premises with or without vehicles during normal business hours to remove any goods including any goods which
may have been incorporated into other items or affixed to the realty. This right shall continue to subsist notwithstanding the termination of the contract for any reason and is without prejudice to any accrued rights
of the Company thereunder or otherwise.
Disposal of Goods and their Application
16 Goods supplied under any contract shall be installed and used only in the particular application of the client for which they were specifically designed. The client shall not be entitled to use any goods purchased
under any contract for any other application or to dispose of the same or any interest therein to any third party without the consent of the Company. Any breach of any of the foregoing restrictions may amount to
an infringement of the patent for the goods in question.
Specifications
17 The Company's goods are supplied in accordance with information received by the Company from the client or its agent. The Company cannot accept responsibility for inaccurate and/or incomplete information
supplied to it. It is the client's responsibility to ensure that the Company receives all relevant information in good time to enable it to supply the appropriate goods.
Indemnity
18 The Company shall not be held liable for any damage or injury to the client or to any third party (save for death or personal injury arising as a result of the negligence of the Company) arising directly or indirectly
as a result of the lack of or inaccurate or misleading information given to the Company and the client agrees to indemnify and keep the Company indemnified against all costs claims damages and liabilities in
respect thereof.
Extent of Liability
19 The total liability of the Company to the client whether for breach of contract tort or breach of statutory duty shall not in the aggregate exceed £250,000 or the contract price whichever is the lesser sum.
Value Added Tax
20 Value Added Tax is charged where applicable at the prevailing rate.
Extended Delivery Date
21 If the client wishes to extend the delivery period then the Company reserves the right to adjust the contract price.
Attendance
22 If at the client's request the Company attends a meeting or visits a site then the Company reserves the right to charge the client for this service.
Force Majeure
23 Except for the client's obligation to make payments when due, neither party shall be held responsible for any delay or failure in performance of any part of this contract to the extent such delay or failure is caused
by fire, flood, explosion, war, strike, embargo, government action or failure to act, the act of any civil or military authority, act of God, inability to secure material or transportation facilities, acts or omissions of
carriers, or by any other causes beyond its control whether or not similar to the foregoing.
Supremacy of these Terms and Conditions
24 If any provisions of the BEAMA conditions at any time conflict with the provisions of these terms of business the provisions of these terms of business shall prevail.
Jurisdiction
25 These terms and conditions shall be construed in accordance with English law and the client hereby submits to the non-exclusive jurisdiction of the English Courts.
Document No: HRD - TC/01 Revision: J/0402
W
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Thurrock Council
PRELIMINARY
Document Register and Issue Sheet
Unit 4, St Saviours Wharf, Mill Street, London, SE1 2BE PROJECT NO: PROJECT: The PRU ThurrockPhone: 0845 8508280 Email: [email protected] REGISTER NUMBER:Fax: 0845 8508281 Website: www.tullydeath.com
Day 07 05
Structures Drawings Month 05 06
Year 15 15
Document/Drawing Title Size Doc ref. Revision
Project View A1 STR-IS01 / / /
Pile Setting Out and Foundation Plan Sheet 1 A0 STR-FN01 / A A
Pile Setting Out and Foundation Plan Sheet 2 A0 STR-FN02 / A A
Pile Schedule A1 STR-FN03 / / /
Pile Cap Details A1 STR-FN04 / / /
Foundation and Ground Floor Sections A1 STR-FN05 /
Ground Floor Plan Sheet 1 A0 STR-GR01 / A A
Ground Floor Plan Sheet 2 A0 STR-GR02 / A A
Roof Framing Plan Sheet 1 A0 STR-SW01 / A A
Roof Framing Plan Sheet 2 A0 STR-SW01 / A A
Cross Sections A0 STR-SW10 / A A
Distribution
E
E E
Purpose of IssueA = Approval, C = Construction, I = InformationP = Preliminary, T = Tender, AB = As Built
E = emailed, U = uploaded, CD = copy on disc, 1,2,3.. Hardcopy sets
T T
Phil Bass - PRP
C u
r r
e n
t
R e
v i
s i o
n
Oliver Blunt - Potter Raper Partnership
Stuart Norgett - Ingleton Wood
Jason Rivers - Ingleton Wood
11252Stru 1-1
11
A
A
B
B
C
C
D
D
E
E
F
F
2 2
8 8
7 7
6 6
5 5
3 3
4 4
1679.5 14946 7524.5 13720.5 1679.51679.5 14946 7524.5 13720.5 1679.51679.5 14946 7524.5 13720.5 1679.5
41
72
.53
06
52
15
07
30
04
51
54
48
54
46
6.5
STR-SW101
STR-SW101
STR-SW102
STR-SW102
250x300Deep Nib.
450x600Deep Beam.
Pile captype 'A1'.
Pile captype 'A1'.
Pile captype 'A1'.
Pile captype 'A1'.
Pile captype 'A1'.
Pile captype 'A1'.
Pile captype 'A1'.
Pile captype 'A1'.
Pile captype 'C1'.
Pile captype 'C1'.
Pile captype 'C1'.
Pile captype 'C1'.
Pile captype 'A1'.
Pile captype 'A1'.
Pile captype 'A1'.
Pile captype 'A1'.
Pile captype 'A1'.
Pile captype 'A1'.
Pile captype 'A1'.
Pile captype 'A1'.
Pile captype 'A1'.
Pile captype 'C1'.
Pile captype 'C1'.
Pile captype 'C1'.
Pile captype 'A1'.
Pile captype 'A1'.
Pile captype 'B1'.
Pile captype 'B1'.
Pile captype 'A1'.
Pile captype 'A1'.
Pile captype 'A1'.
Pile captype 'A1'.
Pile captype 'C1'.
Pile captype 'C1'.
Pile captype 'C1'.
Pile captype 'A1'.
Pile captype 'A1'.
Pile captype 'A1'.
Pile captype 'A1'.
Pile captype 'A1'.
Pile captype 'A1'.
Pile captype 'A1'.
Pile captype 'A1'.
Pile captype 'A1'.
Pile captype 'A1'.
Pile captype 'A1'.
Pile captype 'A1'.
Pile captype 'A1'.
Pile captype 'A1'.
Pile captype 'A1'.
Pile captype 'A1'.
Pile captype 'A1'.
Pile captype 'A1'.
Pile captype 'A1'.
450x450Deep Beam.
450x450Deep Beam.
450x450Deep Beam.
450x450Deep Beam.
450x450Deep Beam.
45
0x6
00
De
ep B
ea
m.
25
0x30
0D
ee
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ib.
45
0x6
00
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ep B
ea
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25
0x30
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ee
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ib.
25
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ee
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25
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ee
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45
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00
De
ep B
ea
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25
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ee
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ib.
25
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45
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00
De
ep B
ea
m.
Pile captype 'A1'.
1
2
3 4 5
6
78 9 10 11
12
13
14
15
16 17
18
19
20 21 22 2324
25 26 27 2829
30 31
32
33
34
35
36
37
38
39
40
41 42 43 44
77
45
46
47
48
49 50
51
52 53
54
55
56 57
58 59
60
61 62
63
64
65 66
67
68 69
70
71
72 73 74
75
114 115
STR-FN051
STR-FN052
STR-FN054
STR-FN055
STR-FN056
STR-FN053
STR-SW154
Gulley.
Gulley.
SVP.
SVP.
@SCALE: DATE: DRAWN: CHK'D:
PROJECT:
TITLE:
JOB NO. DRG NO. REV.
REV DATE DESCRIPTION BY CHK'D
Engineering at its Best
T: 01342 828 000E: [email protected]: www.tullydeath.com
A0
1. Drawings shall be referred to for structural work only unless otherwise stated and read in conjuction with Architect's, Service Engineer's and Sub-Contractor's drawings.
2. The Contractor shall check all levels and dimensions, any errors or omissions are to be reported at once to the Engineer.
3. For general notes refer to drawing No.
General Notes
A
07/05/15 DA MD
The PRU (Pupil Referral Unit),Thurrock.
11252
ISSUED FOR TENDER
ONLY
STR-FN01
Pile Setting Out and FoundationPlan Sheet 1
1-50
11252/01
Thurrock Council
4. Indicates cast-in pipe 100Ø unless noted otherwise.
5. Indicates position of pile, maximum 350Ø.
NOTE
FOR INCOMING SERVICE DUCT ROUTES
REFER TO M&E DRAWINGS.
NOTE
ALL SERVICES SIZES AND POSITIONS ARE TO
BE CONFIRMED BY THE ARCHITECT/M&E
CONSULTANT PRIOR TO CONSTRUCTION.
1
Pile reinforcement toprovide adeqaute anchoragelength with pile cap /grd beam reinforcement.(min. 34 diameters)
Cut off level
Pile Cut Off Detail.
Gro
un
d B
ea
m
Pile
Ca
p o
r
75
NOTE
UNDERGROUND OBSTRUCTIONS SUCH AS
OLD FOUNDATIONS, BRICKWORK SERVICES
ETC. MAY BE ENCOUNTERED DURING
GROUNDWORKS. THEY ARE TO BE REMOVED
FROM PILE, GROUND BEAM, SERVICE RUN
AND MANHOLE POSITIONS BEFORE PILING
AND GROUND BEAMS COMMENCE. SEE
ENGINEERING LAYOUT DRAWING FOR DEPTH
AND LOCATION OF DRAINAGE RUNS.
A 05.06.15 Section marks 1-1 to 6-6 added. Servicepenetrations indicated. External access rampslabs added.
DA MD
A
A
B
B
C
C
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D
E
E
F
F
10 10
9 9
12 12
8 8
7 7
6 6
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44
85
44
66
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25
04
25
04
13
7.5
24
46
.5
STR-SW101
STR-SW101
STR-SW102
STR-SW102
Pile captype 'C1'.
Pile captype 'C1'.
Pile captype 'C1'.
Pile captype 'C1'.
Pile captype 'C1'.
Pile captype 'C1'.
Pile captype 'A1'.
Pile captype 'A1'.
Pile captype 'A1'.
Pile captype 'A1'.
Pile captype 'A1'.
Pile captype 'A1'.
Pile captype 'A1'.
Pile captype 'A1'.
Pile captype 'A1'.
Pile captype 'A1'.
Pile captype 'A1'.
Pile captype 'A1'.
Pile captype 'A1'.
Pile captype 'A1'.
Pile captype 'A1'.
Pile captype 'A1'.
Pile captype 'A1'.
Pile captype 'C1'.
Pile captype 'C1'.
Pile captype 'C1'.
Pile captype 'A1'.
Pile captype 'C1'.
Pile captype 'C1'.
Pile captype 'C1'.
Pile captype 'A1'.
Pile captype 'A1'.
Pile captype 'A1'.
Pile captype 'A1'.
Pile captype 'A1'.
Pile captype 'A1'.
Pile captype 'A1'.
Pile captype 'A1'.
Pile captype 'A1'.
Pile captype 'A1'.
Pile captype 'A1'.
450x450Deep Beam.
450x450Deep Beam.
450x450Deep Beam.
4 50 x
4 50
De e
p Be a
m.
450x600Deep Beam.
250x300Deep Nib.
250x300Deep Nib.
25
0x30
0D
ee
p N
ib.
25
0x30
0D
ee
p N
ib.
250x300Deep Nib.
450x600Deep Beam.
450x600Deep Beam.
45
0x6
00
De
ep B
ea
m.
45
0x6
00
De
ep B
ea
m.
450x600Deep Beam.
450x450Deep Beam.
450x450Deep Beam.
450x 450
Deep B
eam.
45
0x6
00
De
ep B
ea
m.
25
0x30
0D
ee
p N
ib.
45
0x6
00
De
ep B
ea
m.
25
0x30
0D
ee
p N
ib.
45
0x6
00
De
ep B
ea
m.
45
0x4
50
De
ep B
ea
m.
45
0x4
50
De
ep B
ea
m.
77
78 79 80
81
82
47
48
49 50
51
52 53
54
55
56 57
58 59
60
61 62
63
64
65 66
67
68 69
70
71
72 73 74
75
83
84 85 86
87
88
89
90
91 92
93
94 95
96
97 98
99
100 101
102 103
104
105 106
107
108 109
110111
112 113
114 115
250x300Deep Nib.
1679.5 14946 7524.5 13720.5 1679.5
@SCALE: DATE: DRAWN: CHK'D:
PROJECT:
TITLE:
JOB NO. DRG NO. REV.
REV DATE DESCRIPTION BY CHK'D
Engineering at its Best
T: 01342 828 000E: [email protected]: www.tullydeath.com
A0
1. Drawings shall be referred to for structural work only unless otherwise stated and read in conjuction with Architect's, Service Engineer's and Sub-Contractor's drawings.
2. The Contractor shall check all levels and dimensions, any errors or omissions are to be reported at once to the Engineer.
3. For general notes refer to drawing No.
General Notes
A
07/05/15 DA MD
The PRU (Pupil Referral Unit),Thurrock.
11252
ISSUED FOR TENDER
ONLY
STR-FN02
Pile Setting Out and FoundationPlan Sheet 2
1-50
11252/01
Thurrock Council
A 05.06.15 External access ramp slabs added. Servicepenetrations indicated.
DA MD
4. Indicates cast-in pipe 100Ø unless noted otherwise.
5. Indicates position of pile, maximum 350Ø.
NOTE
FOR INCOMING SERVICE DUCT ROUTES
REFER TO M&E DRAWINGS.
NOTE
ALL SERVICES SIZES AND POSITIONS ARE TO
BE CONFIRMED BY THE ARCHITECT/M&E
CONSULTANT PRIOR TO CONSTRUCTION.
1
Pile reinforcement toprovide adeqaute anchoragelength with pile cap /grd beam reinforcement.(min. 34 diameters)
Cut off level
Pile Cut Off Detail.
Gro
un
d B
ea
m
Pile
Ca
p o
r
75
NOTE
UNDERGROUND OBSTRUCTIONS SUCH AS
OLD FOUNDATIONS, BRICKWORK SERVICES
ETC. MAY BE ENCOUNTERED DURING
GROUNDWORKS. THEY ARE TO BE REMOVED
FROM PILE, GROUND BEAM, SERVICE RUN
AND MANHOLE POSITIONS BEFORE PILING
AND GROUND BEAMS COMMENCE. SEE
ENGINEERING LAYOUT DRAWING FOR DEPTH
AND LOCATION OF DRAINAGE RUNS.
@SCALE: DATE: DRAWN: CHK'D:
PROJECT:
TITLE:
JOB NO. DRG NO. REV.
REV DATE DESCRIPTION BY CHK'D
Engineering at its Best
T: 01342 828 000
W: www.tullydeath.com
A1
1. Drawings shall be referred to for structural work only unless otherwise stated and read in conjuction with Architect's, Service Engineer's and Sub-Contractor's drawings.
2. The Contractor shall check all levels and dimensions, any errors or omissions are to be reported at once to the Engineer.
3. For general notes refer to drawing No.
General Notes
05/07/15 DA MD
The PRU Thurrock
11252
ISSUED FOR TENDER
ONLY
STR-FN03
Pile Schedule
NTS
11252/01
Thurrock Council
Piling Schedule
MarkPile Load
(kN)Tension
Load (kN)Shear Load
(kN)Bending Moment
(kN/m) Pile Cut-off1 100 0 15 0.00 kN-m -0.975
2 400 0 15 0.00 kN-m -0.975
3 400 0 15 0.00 kN-m -0.975
4 400 0 15 0.00 kN-m -0.975
5 400 0 15 0.00 kN-m -0.975
6 400 0 15 0.00 kN-m -0.975
7 400 0 15 0.00 kN-m -0.975
8 175 0 15 0.00 kN-m -0.975
9 225 0 15 0.00 kN-m -0.975
10 200 0 15 0.00 kN-m -0.975
11 175 0 15 0.00 kN-m -0.975
12 400 0 15 0.00 kN-m -0.975
13 400 0 15 0.00 kN-m -0.975
14 400 0 15 0.00 kN-m -0.975
15 400 0 15 0.00 kN-m -0.975
16 400 0 15 0.00 kN-m -0.975
17 400 0 15 0.00 kN-m -0.975
18 100 0 15 0.00 kN-m -0.975
19 325 0 15 0.00 kN-m -0.975
20 525 0 15 0.00 kN-m -0.675
21 650 0 15 0.00 kN-m -0.675
22 650 0 15 0.00 kN-m -0.675
23 500 0 15 0.00 kN-m -0.675
24 275 0 15 0.00 kN-m -0.975
25 275 0 15 0.00 kN-m -0.975
26 350 0 15 0.00 kN-m -0.675
27 600 0 15 0.00 kN-m -0.675
28 575 0 15 0.00 kN-m -0.675
29 600 0 15 0.00 kN-m -0.675
30 575 0 15 0.00 kN-m -0.675
31 375 0 15 0.00 kN-m -0.975
32 275 0 15 0.00 kN-m -0.975
33 600 0 15 0.00 kN-m -0.675
34 400 0 15 0.00 kN-m -0.675
35 400 0 15 0.00 kN-m -0.675
36 400 0 15 0.00 kN-m -0.675
37 400 0 15 0.00 kN-m -0.675
38 600 0 15 0.00 kN-m -0.675
39 300 0 15 0.00 kN-m -0.975
40 350 0 15 0.00 kN-m -0.675
41 600 0 15 0.00 kN-m -0.675
42 650 0 15 0.00 kN-m -0.675
43 650 0 15 0.00 kN-m -0.675
44 600 0 15 0.00 kN-m -0.675
45 650 0 15 0.00 kN-m -0.675
46 375 0 15 0.00 kN-m -0.975
47 100 0 15 0.00 kN-m -0.975
48 600 0 15 0.00 kN-m -0.675
49 600 0 15 0.00 kN-m -0.675
50 600 0 15 0.00 kN-m -0.675
51 600 0 15 0.00 kN-m -0.675
52 600 0 15 0.00 kN-m -0.675
53 600 0 15 0.00 kN-m -0.675
54 250 0 15 0.00 kN-m -0.675
55 500 0 15 0.00 kN-m -0.675
56 500 0 15 0.00 kN-m -0.675
57 500 0 15 0.00 kN-m -0.675
58 600 0 15 0.00 kN-m -0.675
59 600 0 15 0.00 kN-m -0.675
60 500 0 15 0.00 kN-m -0.675
61 500 0 15 0.00 kN-m -0.675
62 500 0 15 0.00 kN-m -0.675
63 300 0 15 0.00 kN-m -0.675
64 600 0 15 0.00 kN-m -0.675
65 600 0 15 0.00 kN-m -0.675
66 600 0 15 0.00 kN-m -0.675
67 600 0 15 0.00 kN-m -0.675
68 600 0 15 0.00 kN-m -0.675
69 600 0 15 0.00 kN-m -0.675
70 150 0 15 0.00 kN-m -0.975
71 100 0 15 0.00 kN-m -0.975
72 650 0 15 0.00 kN-m -0.675
73 450 0 15 0.00 kN-m -0.675
74 650 0 15 0.00 kN-m -0.675
75 425 0 15 0.00 kN-m -0.975
77 375 0 15 0.00 kN-m -0.975
78 350 0 15 0.00 kN-m -0.675
79 350 0 15 0.00 kN-m -0.675
80 475 0 15 0.00 kN-m -0.675
81 450 0 15 0.00 kN-m -0.975
82 375 0 15 0.00 kN-m -0.975
83 600 0 15 0.00 kN-m -0.675
84 350 0 15 0.00 kN-m -0.675
85 450 0 15 0.00 kN-m -0.675
86 650 0 15 0.00 kN-m -0.675
87 500 0 15 0.00 kN-m -0.675
88 450 0 15 0.00 kN-m -0.975
89 375 0 15 0.00 kN-m -0.975
90 100 0 15 0.00 kN-m -0.975
91 450 0 15 0.00 kN-m -0.975
92 450 0 15 0.00 kN-m -0.975
93 450 0 15 0.00 kN-m -0.975
94 400 0 15 0.00 kN-m -0.975
95 400 0 15 0.00 kN-m -0.975
96 400 0 15 0.00 kN-m -0.975
97 400 0 15 0.00 kN-m -0.975
98 400 0 15 0.00 kN-m -0.975
99 400 0 15 0.00 kN-m -0.975
100 475 0 15 0.00 kN-m -0.975
101 475 0 15 0.00 kN-m -0.975
102 400 0 15 0.00 kN-m -0.975
103 400 0 15 0.00 kN-m -0.975
104 400 0 15 0.00 kN-m -0.975
105 400 0 15 0.00 kN-m -0.975
106 400 0 15 0.00 kN-m -0.975
107 400 0 15 0.00 kN-m -0.975
108 450 0 15 0.00 kN-m -0.975
109 450 0 15 0.00 kN-m -0.975
110 450 0 15 0.00 kN-m -0.975
111 125 0 15 0.00 kN-m -0.975
112 100 0 15 0.00 kN-m -0.975
113 100 0 15 0.00 kN-m -0.975
114 600 0 15 0.00 kN-m -0.675
115 500 0 15 0.00 kN-m -0.675
Pile Cap Type A1750 Deep
Pile Cap Type B1750 Deep
Pile Cap Type C1750 Deep
325
325650
700
350 350
325 325
650
1700
525 650 525
325
909
325
1700
325 525 525 325
628
931
℄Column
℄Column℄Column
℄Column
℄Column
525
525
325
325
℄Column
@SCALE: DATE: DRAWN: CHK'D:
PROJECT:
TITLE:
JOB NO. DRG NO. REV.
REV DATE DESCRIPTION BY CHK'D
Engineering at its Best
T: 01342 828 000E: [email protected]: www.tullydeath.com
A1
1. Drawings shall be referred to for structural work only unless otherwise stated and read in conjuction with Architect's, Service Engineer's and Sub-Contractor's drawings.
2. The Contractor shall check all levels and dimensions, any errors or omissions are to be reported at once to the Engineer.
3. For general notes refer to drawing No.
General Notes
07/05/15 DA MD
The PRU Thurrock
11252
ISSUED FOR TENDER
ONLY
STR-FN04
Pile Cap Details
1-50
11252/01
Thurrock Council
Pile CapSchedule
PileType No.
A1 63
B1 3
C1 17
1
300
300
275
250 206 244
250 thk. flat slab.
Pile captype 'A1'.750 Deep
250x300Deep Nib.
450x600 DeepBeam.
Cellcore HX B155-18/24.
Cellcore HX B155-18/24.
UKC 203x203x46.
Finishes to Architect's specification
350 105.5 244.5
450
750
1
300
300
250 205.5 244.5
Cellcore HX B155-18/24.
Cellcore HX B155-18/24.
450x600 DeepBeam.
250x300Deep Nib.
250 thk. flat slab.
Finishes to Architect's specification
325
455.5
275
225
3
325 325
UKC 203x203x46.
250 thk. flat slab.
Finishes to Architect's specification
Pile captype 'A1'.750 Deep
Cellcore HX B155-18/24.
Cellcore HX B for slabs.
475
275
225
A B
Cellcore HX B155-18/24.
Cellcore HX B155-18/24.
Pile captype 'A1'.
Cellcore HX B for slabs.
250x300Deep Nib.
450x600 DeepBeam.
250 thk. flat slab.
Finishes to Architect's specification
UKC 152x152x37.
295.5 350 25 3251304.5
450x450 DeepBeam.
300
450
750
CelsiusSHS100x100x10.
TOC -0.225
225
275
325
1679.5
B
250x300Deep Nib.
Finishes to Architect's specification
450x600 DeepBeam.
Cellcore HX B155-18/24.
Cellcore HX B155-18/24.
250 thk. flat slab.
300
250 123.5 325
375
225
275
325
300
1
UKC 305x305x198.
475 250 205.5 244.5 384
Cellcore HX B155-18/24.
Cellcore HX B155-18/24.
Cellcore HX B for slabs.
250 thk. flat slab.
250x300Deep Nib.
450x600 DeepBeam.
110x10 Deep110X10 Flatplate bracing.
Finishes to Architect's specification
325 606 303 325
Pile captype 'C1'.750 Deep
300
450
750
275
325
225
@SCALE: DATE: DRAWN: CHK'D:
PROJECT:
TITLE:
JOB NO. DRG NO. REV.
REV DATE DESCRIPTION BY CHK'D
Engineering at its Best
T: 01342 828 000
W: www.tullydeath.com
A1
1. Drawings shall be referred to for structural work only unless otherwise stated and read in conjuction with Architect's, Service Engineer's and Sub-Contractor's drawings.
2. The Contractor shall check all levels and dimensions, any errors or omissions are to be reported at once to the Engineer.
3. For general notes refer to drawing No.
General Notes
05/06/15 DA MD
The PRU (Pupil Referral Unit),Thurrock.
11252
ISSUED FOR TENDER
ONLY
STR-FN05
Foundation and Ground FloorSections
1-25
11252/01
Thurrock Council
scale 1 : 25
Section 1 – 1scale 1 : 25
Section 2 – 2scale 1 : 25
Section 4 – 4
scale 1 : 25
Section 5 – 5scale 1 : 25
Section 6 – 6
scale 1 : 25
Section 3 – 3
11
A
A
B
B
C
C
D
D
E
E
F
F
2 2
8 8
7 7
6 6
5 5
3 3
4 4
1679.5 14946 7524.5 13720.5 1679.51679.5 14946 7524.5 13720.5 1679.51679.5 14946 7524.5 13720.5 1679.5
STR-SW101
STR-SW101
STR-SW102
STR-SW102
1679.5 14946 7524.5 13720.5 1679.5
4172.5
3065
2150
7300
4515
4485
4466.5
UKC 305x305x158. UKC 305x305x198.
UKC 203x203x46.UKC 203x203x46. UKC 203x203x46. UKC 152x152x37.UKC 203x203x46. UKC 305x305x198. UKC 305x305x198.
UKC 152x152x37.
UKC 152x152x37.
UKC 152x152x37.
UKC 152x152x37.
UKC 152x152x37.
CelsiusSHS100x100x10.
CelsiusSHS100x100x10.
CelsiusSHS100x100x10.
UKC 152x152x37.UKC 152x152x37.
UKC 152x152x37.
UKC 152x152x37.
UKC 203x203x46. UKC 203x203x46.UKC 203x203x46.
UKC 152x152x37.
UKC 152x152x37.
UKC 152x152x37.
UKC 305x305x198.UKC 305x305x158.
UKC 203x203x46.UKC 203x203x46. UKC 203x203x46.
UKC 203x203x46.
UKC 203x203x46. UKC 203x203x46. UKC 203x203x46. UKC 203x203x46.
UKC 203x203x46.
UKC 203x203x46. UKC 203x203x46.UKC 203x203x46.
CelsiusSHS100x100x10.
CelsiusSHS100x100x10.
UKC 305x305x158.UKC 305x305x158.UKC 305x305x198.
UKC 305x305x158.
UKC 152x152x37.
UKC 152x152x37.
UKC 203x203x46. UKC 203x203x46. UKC 203x203x46. UKC 203x203x46.
UKC 203x203x46.
CelsiusSHS100x100x10.
UKC 203x203x46.
250 thk. flat slab.
STR-FN051
STR-FN052
STR-FN054
STR-FN055
STR-FN056
STR-FN053
STR-SW154
STR-SW153
150 thk. slab withA.393 mesh top
and bottom on 150dp. well compacted
hardcore.
150 thk. slab withA.393 mesh top
and bottom on 150dp. well compacted
hardcore.
SSL 0.300
SSL 0.075
Gulley.
Gulley.
@SCALE: DATE: DRAWN: CHK'D:
PROJECT:
TITLE:
JOB NO. DRG NO. REV.
REV DATE DESCRIPTION BY CHK'D
Engineering at its Best
T: 01342 828 000E: [email protected]: www.tullydeath.com
A0
1. Drawings shall be referred to for structural work only unless otherwise stated and read in conjuction with Architect's, Service Engineer's and Sub-Contractor's drawings.
2. The Contractor shall check all levels and dimensions, any errors or omissions are to be reported at once to the Engineer.
3. For general notes refer to drawing No.
General Notes
A
07/05/15 DA MD
The PRU (Pupil Referral Unit),Thurrock.
11252
ISSUED FOR TENDER
ONLY
STR-GR01
Ground Floor PlanSheet 1
1-50
11252/01
Thurrock Council
4. Indicates cast-in pipe 100Ø unless noted otherwise.
NOTE
FOR INCOMING SERVICE DUCT ROUTES
REFER TO M&E DRAWINGS.
NOTE
ALL SERVICES SIZES AND POSITIONS ARE TO
BE CONFIRMED BY THE ARCHITECT/M&E
CONSULTANT PRIOR TO CONSTRUCTION.
A 05.06.15 Section marks 1-1 to 6-6 added. Servicepenetrations indicated. External access rampslabs added.
DA MD
A
A
B
B
C
C
D
D
E
E
F
F
10 10
9 9
12 12
8 8
7 7
6 6
11 11
STR-SW101
STR-SW101
STR-SW102
STR-SW102
4485
4466.5
4250
4250
4137.5
2446.5
UKC 152x152x37.
UKC 152x152x37.
UKC 152x152x37.
UKC 152x152x37.
UKC 152x152x37.
UKC 152x152x37.
CelsiusSHS100x100x10.
CelsiusSHS100x100x10.
CelsiusSHS100x100x10.
CelsiusSHS100x100x10.
UKC 305x305x198.
UKC 305x305x198.
UKC 203x203x46.UKC 203x203x46.
UKC 305x305x198. UKC 305x305x198.UKC 305x305x198.
UKC 305x305x198.
UKC 203x203x46. UKC 203x203x46.
UKC 152x152x37.
CelsiusSHS100x100x10.
UKC 203x203x46. UKC 203x203x46.UKC 203x203x46.
UKC 203x203x46.UKC 203x203x46.
UKC 203x203x46. UKC 203x203x46.UKC 203x203x46.
UKC 203x203x46.
CelsiusSHS100x100x10. Celsius
SHS100x100x10.
UKC 152x152x37.
UKC 152x152x37.
UKC 305x305x198.UKC 305x305x158.
UKC 203x203x46.
UKC 203x203x46. UKC 203x203x46.UKC 203x203x46.
CelsiusSHS100x100x10.
CelsiusSHS100x100x10.
CelsiusSHS100x100x10.
UKC 152x152x37.
UKC 152x152x37.
UKC 305x305x158.UKC 305x305x158.UKC 305x305x198.
UKC 305x305x158.
250 thk. flat slab.
UKC 203x203x46.
1679.5 14946 7524.5 13720.5 1679.51679.5 14946 7524.5 13720.5 1679.51679.5 14946 7524.5 13720.5 1679.51679.5 14946 7524.5 13720.5 1679.5
150 thk. Ramp slabwith A.393 meshtop and bottom on
150 dp. wellcompactedhardcore.
150 thk. slab withA.393 mesh top
and bottom on 150dp. well compacted
hardcore.
SSL 0.300
150 thk. slab withA.393 mesh top
and bottom on 150dp. well compacted
hardcore.
150 thk. Ramp slabwith A.393 meshtop and bottom on
150 dp. wellcompactedhardcore.
SSL 0.300
SSL 0.075
@SCALE: DATE: DRAWN: CHK'D:
PROJECT:
TITLE:
JOB NO. DRG NO. REV.
REV DATE DESCRIPTION BY CHK'D
Engineering at its Best
T: 01342 828 000E: [email protected]: www.tullydeath.com
A0
1. Drawings shall be referred to for structural work only unless otherwise stated and read in conjuction with Architect's, Service Engineer's and Sub-Contractor's drawings.
2. The Contractor shall check all levels and dimensions, any errors or omissions are to be reported at once to the Engineer.
3. For general notes refer to drawing No.
General Notes
A
07/05/15 DA MD
The PRU (Pupil Referral Unit),Thurrock.
11252
ISSUED FOR TENDER
ONLY
STR-GR02
Ground Floor PlanSheet 2
1-50
11252/01
Thurrock Council
A 05.06.15 External access ramp slabs added. Servicepenetrations indicated.
DA MD
4. Indicates cast-in pipe 100Ø unless noted otherwise.
NOTE
FOR INCOMING SERVICE DUCT ROUTES
REFER TO M&E DRAWINGS.
NOTE
ALL SERVICES SIZES AND POSITIONS ARE TO
BE CONFIRMED BY THE ARCHITECT/M&E
CONSULTANT PRIOR TO CONSTRUCTION.
@SCALE: DATE: DRAWN: CHK'D:
PROJECT:
TITLE:
JOB NO. DRG NO. REV.
REV DATE DESCRIPTION BY CHK'D
Engineering at its Best
T: 01342 828 000
W: www.tullydeath.com
A1
1. Drawings shall be referred to for structural work only unless otherwise stated and read in conjuction with Architect's, Service Engineer's and Sub-Contractor's drawings.
2. The Contractor shall check all levels and dimensions, any errors or omissions are to be reported at once to the Engineer.
3. For general notes refer to drawing No.
General Notes
07/05/15 DA MD
The PRU Thurrock
11252
ISSUED FOR TENDER
ONLY
STR-IS01
Project View
NTS
11252/01
Thurrock Council
Front Entrance View
11
A
A
B
B
C
C
D
D
E
E
F
F
2 2
8 8
7 7
6 6
5 5
3 3
4 4
1679.5 14946 7524.5 13720.5 1679.51679.5 14946 7524.5 13720.5 1679.51679.5 14946 7524.5 13720.5 1679.5
4172.5
3065
2150
7300
4515
4485
4466.5
STR-SW101
STR-SW101
STR-SW102
STR-SW102
UKC 152x152x37.UKC 203x203x46. UKC 203x203x46. UKC 203x203x46. UKC 152x152x37.
UKC 152x152x37.
UKC 152x152x37.
UKC 152x152x37.
UKC 152x152x37.
UKC 152x152x37.
UKC 152x152x37.
UKC 152x152x37.
UKC 152x152x37.
UKC 152x152x37.
UKC 152x152x37.
UKC 152x152x37.
UKC 152x152x37.
UKC 203x203x46.UKC 305x305x198.
UKC 305x305x198.
UKC 305x305x198.
UKC 305x305x158.
UKC 203x203x46. UKC 203x203x46. UKC 203x203x46.UKC 203x203x46.
UKC 203x203x46.
UKC 203x203x46. UKC 203x203x46.
UKC 203x203x46.
UKC 203x203x46.UKC 203x203x46.
UKC 203x203x46. UKC 203x203x46. UKC 203x203x46. UKC 203x203x46.
UKC 203x203x46. UKC 203x203x46.UKC 203x203x46. UKC 203x203x46.
UKC 203x203x46. UKC 203x203x46. UKC 203x203x46.
CelsiusSHS100x100x10.
CelsiusSHS100x100x10.
CelsiusSHS100x100x10.Celsius
SHS100x100x10.
CelsiusSHS100x100x10.
CelsiusSHS100x100x10.
UKC 305x305x158.UKC 305x305x158.
UKC 305x305x158.
UKC 305x305x198.
UKC 152x152x37.
UKC 152x152x37.
UKC 305x305x198.
UKC 305x305x158.
UKC 152x152x37.
UKC 152x152x37.
UKC 152x152x37.
UKC 152x152x37.
UKB 254x146x31.
UKB 254x146x31.
UKB 254x146x31.
UKB 254x146x31.
UKB 254x146x31.
UKB 305x165x46.
UKB 254x146x31.
UKB 254x146x31. UKB 254x146x31.
UKB 254x146x31.
UKB 203x102x23. UKB 203x102x23.
UKC 152x152x37. UKB 203x102x23.
UKB 254x146x31.
UKB 254x146x31. UKB 254x146x31. UKB 254x146x31. UKB 254x146x31.
UKB 254x146x31.UKB 254x146x31 HL.UKB 254x146x31 HL.
UKB 203x102x23.
UKC 152x152x37. UKB 203x102x23.
UKC 152x152x37. UKB 203x102x23.
UKC 152x152x37. UKB 203x102x23.
UKB 203x102x23.
UKB 203x102x23.
UKB 203x102x23.
UKB 203x102x23.
UKB 203x102x23. UKB 254x146x31.
UKB 254x146x31.
UKB 254x146x31 LL.
UKB 254x146x31 LL. UKB 254x146x31 LL.
UKB 254x146x31 LL.
UKB 254x146x31.
UKB 254x146x31.
UKB 305x165x40.UKB 203x102x23. UKB 203x133x25.
UKB 254x146x31.
UKB 254x146x31.
UKB 254x146x31 LL.
UKB 254x146x31 LL.
UKB 203x102x23. UKC 152x152x37.UKC 152x152x37. UKC 152x152x37. UKC 152x152x37. UKC 152x152x37. UKC 152x152x37. UKB 203x102x23.
UKB 203x102x23.
UKC 152x152x37.
UKC 152x152x37.
UKC 152x152x37.
UKB 254x146x31.
UKB 254x146x31.
UKB 254x146x31.
UKB 254x146x31. UKB 254x146x31.
UKB 254x146x31. UKB 254x146x31.
UKB 254x146x31.
UKB 203x102x23.
UKB 203x102x23.
UKB 203x102x23.UKB 203x102x23.
UKB 254x146x43.
UKB 203x102x23.
UKB 203x102x23.
UKB 203x102x23.UKB 203x102x23.UKB 203x102x23. UKB 203x102x23.
UKB 254x146x31 HL.
UKB 254x146x31.
UKB 254x146x31.
UKB 254x146x31 HL.
UKB 533x210x92.
UKB 533x210x92.
UKB 533x210x92.
UKB 533x210x92.
UKB 533x210x92.
UKC 203x203x46.
UKPFC 200x75x23.
UKPFC 200x75x23.
UKC 203x203x46.
UKPFC 200x75x23.
UKPFC 200x75x23.
UKC 203x203x46.
UKC 203x203x46.
UKC 203x203x46.
UKPFC 200x75x23.
UKC 203x203x46.
UKB 533x210x92.
UKC 203x203x46.
UKB 533x210x92.
UKB 254x146x31 LL.
UKB 254x146x31 LL.
UKB 254x146x31 LL.
UKB 305x165x40.
UKB 305x165x40.
UKB 305x165x40.
UKB 305x165x40.
UKB 533x210x92.
UKB 533x210x92.
UKC 203x203x46.
UKPFC 200x75x23.
UKC 203x203x46.
UKPFC 200x75x23.
UKC 203x203x46.
UKC 203x203x46.
UKPFC 200x75x23.
UKB 305x165x40.
UKB 305x165x40.
UKB 305x165x40.
UKB 305x165x40.
UKB 254x146x31.
UKC 203x203x46.
UKB 254x146x31.
UKB 254x146x31.
UKB 254x146x31.
UKB 254x146x31 LL.
UKB 305x165x46.
UKB 305x165x46.
UKB 305x165x46.
UKB 254x146x31.
UKB 533x210x92.
UKB 533x210x92.
UKB 533x210x92.
UKB 533x210x92.
110X10 Flat plate
bracing.
110X10 Flat plate
bracing.
110X10 Flat platebracing.
110X10 Flat platebracing.
110X10 Flat plate
bracing.
110X10 Flat plate
bracing.
110X10 Flat platebracing.
110X10 Flat platebracing.
110X10 Flat platebracing.
110X10 Flat plate
bracing.
UKB 254x146x31.
UKB 254x146x31.UKB 203x102x23.
UKB 203x102x23.
UKB 203x102x23.
UKB 457x191x82.
UKB 457x191x82.
UKB 254x146x31. UKB 254x146x31. UKB 254x146x31.
UKB 254x146x31. UKB 254x146x31. UKB 254x146x31.
UKB 254x146x31 HL.
UKB 254x146x31 HL.
UKB 254x146x31 HL.
UKB 254x146x31 HL. UKB 254x146x31 HL. UKB 254x146x31 HL.
UKB 254x146x31 HL. UKB 254x146x31 HL.
UKB 254x146x31 HL.
UKB 254x146x31 LL. UKB 254x146x31 LL.
UKB 254x146x31 LL.
UKB 254x146x31 LL.
UKPFC 150x90x24.UKPFC 150x90x24.
UKPFC 150x90x24.
90x150 DeepUKPFC
150x90x24. UKPFC 150x90x24.
UKPFC 150x90x24.
UKPFC 150x90x24. UKPFC 150x90x24. UKPFC 150x90x24.
UKPFC 150x90x24.
UKPFC 150x90x24.
UKPFC 150x90x24. UKPFC 150x90x24. UKPFC 150x90x24.
UKPFC 150x90x24.
UKPFC 150x90x24.
UKPFC 150x90x24. UKPFC 150x90x24. UKPFC 150x90x24. UKPFC 150x90x24. UKPFC 150x90x24.
UKPFC 150x90x24.
UKPFC 150x90x24.
UKPFC 150x90x24.
@SCALE: DATE: DRAWN: CHK'D:
PROJECT:
TITLE:
JOB NO. DRG NO. REV.
REV DATE DESCRIPTION BY CHK'D
Engineering at its Best
T: 01342 828 000E: [email protected]: www.tullydeath.com
A0
1. Drawings shall be referred to for structural work only unless otherwise stated and read in conjuction with Architect's, Service Engineer's and Sub-Contractor's drawings.
2. The Contractor shall check all levels and dimensions, any errors or omissions are to be reported at once to the Engineer.
3. For general notes refer to drawing No.
General Notes
A
07/05/15 DA MD
The PRU (Pupil Referral Unit),Thurrock.
11252
ISSUED FOR TENDER
ONLY
STR-SW01
Roof Framing PlanSheet 1
1-50
11252/01
Thurrock Council
A 05.06.15 Trimming steelwork to rooflights added.Steelwork over Gymnasium & Purlin noteadded.
DA MD
NOTEROOF PURLINS TO BE METSEC 232.Z.15 ZPURLINS @1200c/c's.
A
A
B
B
C
C
D
D
E
E
F
F
10 10
9 9
12 12
8 8
7 7
6 6
11 11
4485
4466.5
4250
4250
4137.5
2446.5
STR-SW101
STR-SW101
STR-SW102
STR-SW102
UKC 152x152x37.
UKC 152x152x37.
UKC 152x152x37.
UKC 152x152x37.
UKC 152x152x37.
UKC 152x152x37.
UKC 152x152x37.
UKC 152x152x37.
UKC 305x305x198.UKC 152x152x37.UKC 305x305x198.
UKC 203x203x46.UKC 203x203x46.
UKC 305x305x198.UKC 305x305x158.
UKC 203x203x46. UKC 203x203x46.UKC 203x203x46. UKC 203x203x46.
UKC 203x203x46. UKC 203x203x46. UKC 203x203x46.
UKC 203x203x46. UKC 203x203x46.
UKC 203x203x46.
UKC 203x203x46.
UKC 203x203x46.UKC 203x203x46.
UKC 305x305x198.UKC 305x305x198.
CelsiusSHS100x100x10.
CelsiusSHS100x100x10.
CelsiusSHS100x100x10.
CelsiusSHS100x100x10.
CelsiusSHS100x100x10.
CelsiusSHS100x100x10.
CelsiusSHS100x100x10.
CelsiusSHS100x100x10.
UKC 152x152x37.
UKC 152x152x37.
CelsiusSHS100x100x10.
CelsiusSHS100x100x10.
UKC 203x203x46.
UKC 203x203x46.
UKC 305x305x158.UKC 305x305x158.
UKC 305x305x198.
UKC 305x305x198.
UKC 152x152x37.
UKC 152x152x37.
UKC 305x305x158.
UKC 152x152x37.
UKC 152x152x37.
UKC 152x152x37.
UKC 152x152x37.
UKC 305x305x198.
UKC 152x152x37.
UKC 152x152x37.
UKB 305x165x46.
UKB 254x146x31.
UKB 254x146x31.
UKB 254x146x31.
UKB 254x146x31.
UKPFC 200x75x23.
UKC 203x203x46.
UKB 254x146x31.
UKC 203x203x46.
UKPFC 200x75x23.
UKB 254x146x31.
UKB 254x146x31.
UKB 254x146x31.
UKB 254x146x31.
UKB 203x102x23. UKB 203x102x23.
UKC 152x152x37. UKB 203x102x23.
UKC 152x152x37. UKB 203x102x23.
UKC 152x152x37. UKB 203x102x23.
UKB 2
03x102x23.
UKPFC 200x75x23.
UKB 203x102x23. UKC 203x203x46.
UKB 203x102x23.
UKB 203x102x23.
UKB 254x146x31.
UKB 254x146x31. UKB 254x146x31. UKB 254x146x31. UKB 254x146x31.
UKB 254x146x31.UKB 254x146x31 HL.UKB 254x146x31 HL.
UKB 254x146x31.UKB 254x146x31.
UKB 457x191x82.
UKB 457x191x82.
UKB 305x165x40.
UKB 305x165x40.UKB 203x102x23. UKB 203x133x25.
UKB 305x165x40. UKB 203x102x23.
UKB 254x146x31. UKB 254x146x31.
UKB 254x146x31. UKB 254x146x31.
UKB 254x146x31. UKB 254x146x31.
UKB 254x146x31.
UKB 254x146x31.
UKC 203x203x46.
UKC 203x203x46.UKC 203x203x46.
UKB 203x102x23.
UKB 203x102x23.
UKPFC 200x75x23. UKPFC 200x75x23.
UKB 203x102x23.
UKB 203x102x23.
UKB 203x102x23.
UKB 203x102x23.
UKC 152x152x37.
UKC 152x152x37.
UKB 203x102x23.
UKB 203x102x23.UKB 203x102x23.
UKB 254x146x43.
UKB 203x102x23.
UKB 203x102x23.
UKB 203x102x23.UKB 203x102x23.UKB 203x102x23. UKB 203x102x23.
UKB 2
03x102x23.
UKC 152x152x37.
UKB 203x102x23.
UKC 152x152x37.
UKC 152x152x37.
UKC 152x152x37.
UKC 152x152x37.
UKC 152x152x37.
UKB 533x210x92.
UKB 533x210x92.
UKB 533x210x92.
UKB 254x146x31 HL.
UKB 254x146x31 HL.
UKB 533x210x92.
UKB 533x210x92.
UKB 533x210x92.
UKB 254x146x31.
UKB 254x146x31.
UKB 254x146x31 HL.
UKB 254x146x31 HL.
UKB 254x146x31 HL.
UKB 254x146x31.
UKB 254x146x31.
UKB 254x146x31 HL.
UKB 533x210x92.
UKB 533x210x92.
UKB 533x210x92.
UKB 533x210x92.
UKB 533x210x92.
UKC 203x203x46.
UKC 203x203x46.
UKPFC 200x75x23.
UKPFC 200x75x23.
UKPFC 200x75x23.
UKPFC 200x75x23.
UKC 203x203x46.
UKPFC 200x75x23.
UKC 203x203x46.
UKC 203x203x46.
UKC 203x203x46.
UKC 203x203x46.
UKPFC 200x75x23.
UKPFC 200x75x23.
UKC 203x203x46.
UKPFC 200x75x23.
UKB 305x165x40.
UKB 305x165x40.
UKB 305x165x40.
UKB 305x165x40.
UKB 305x165x46.
UKB 305x165x46.
UKB 305x165x46.
UKC 203x203x46.
110X10 Flat plate
bracing.
110X10 Flat platebracing.
110X10 Flat platebracing.
110X10 Flat plate
bracing.
110X10 Flat platebracing.
110X10 Flat platebracing.
110X10 Flat platebracing.
110X10 Flat platebracing.
110X10 Flat plate
bracing.
UKB 254x146x31 LL. UKB 254x146x31 LL.
UKB 254x146x31 LL.
UKB 254x146x31 LL.
UKB 254x146x31 LL.
UKB 254x146x31 LL.
UKB 254x146x31 LL.
UKB 254x146x31 LL.
UKC 152x152x37.
UKPFC 200x75x23.
UKPFC 150x90x24. UKPFC 150x90x24. UKPFC 150x90x24.
UKPFC 150x90x24. UKPFC 150x90x24. UKPFC 150x90x24. UKPFC 150x90x24. UKPFC 150x90x24.
UKPFC 150x90x24.
UKPFC 150x90x24.
@SCALE: DATE: DRAWN: CHK'D:
PROJECT:
TITLE:
JOB NO. DRG NO. REV.
REV DATE DESCRIPTION BY CHK'D
Engineering at its Best
T: 01342 828 000
W: www.tullydeath.com
A0
1. Drawings shall be referred to for structural work only unless otherwise stated and read in conjuction with Architect's, Service Engineer's and Sub-Contractor's drawings.
2. The Contractor shall check all levels and dimensions, any errors or omissions are to be reported at once to the Engineer.
3. For general notes refer to drawing No.
General Notes
A
07/05/15 DA MD
The PRU (Pupil Referral Unit),Thurrock.
11252
ISSUED FOR TENDER
ONLY
STR-SW02
Roof Framing PlanSheet 2
1-50
11252/01
Thurrock Council
A 05.06.15 Trimming steelwork to rooflights added & Purlin
note added.
DA MD
NOTEROOF PURLINS TO BE METSEC 232.Z.15 ZPURLINS @1200c/c's.
Ground-00SSL 0.075
Ground-00SSL 0.075
Upper RoofTO 7.210
Upper RoofTO 7.210
RoofTO 3.750
RoofTO 3.750
1 2 109 128765 113 4
250 thk. flat slab.
UKC 203x203x46.
UKC 203x203x46. UKC 203x203x46.
UKB 254x146x31.
UKB 254x146x31 LL.
UKB 254x146x31 HL. UKB 457x191x82.
UKC 203x203x46. UKC 203x203x46.
250x300Deep Nib. 450x600 Deep
Beam.Pile captype 'A1'.750 Deep
Pile captype 'A1'.750 Deep
450
3460
3675
509
2350
601.5
750
300
300
UKC 203x203x46.110X10 Flat platebracing.
Protection againstground heave.
2051.5
3575.5
Pile captype 'B1'.750 Deep
Pile captype 'A1'.750 Deep
Pile captype 'A1'.750 Deep
Pile captype 'A1'.750 Deep
Pile captype 'A1'.750 Deep
Pile captype 'A1'.750 Deep
250x300Deep Nib.
450x600 DeepBeam.
250 thk. flat slab.
4172.5 3065 2150 7300 4515 4485 4466.5 4250 4250 4137.5 2446.5
UKB 254x146x31.
UKB 457x191x82.
UKB 254x146x31 LL.UKB 254x146x31 LL.
UKB 254x146x31. UKB 254x146x31 HL.
UKB 254x146x31 LL.
UKC 152x152x37.
UKC 152x152x37.
UKC 203x203x46.
UKC 203x203x46.
UKB 254x146x31.
UKB 305x165x40.
UKB 254x146x31.
UKB 305x165x40.
UKB 254x146x31.
UKB 305x165x40.
UKB 254x146x31LL.
UKB 254x146x31LL.
UKB 305x165x40.UKB 254x146x31.
UKB 305x165x40.
UKPFC 200x75x23.
UKC 203x203x46.
UKC 152x152x37.
UKB 254x146x31. UKB 254x146x31.
UKC 203x203x46.
450 250450
UKB 254x146x31 HL.
Ground-00FFL 0.300
Ground-00FFL 0.300
Opening.280Ø
12thk. Stiffner plate.12thk. Stiffner plate.
UKPFC 150x90x24.
UKPFC 150x90x24.UKPFC 150x90x24.
UKPFC 150x90x24.
UKB 254x146x31 HL.
Ground-00SSL 0.075
Ground-00SSL 0.075
Upper RoofTO 7.210
Upper RoofTO 7.210
RoofTO 3.750
RoofTO 3.750
1 2 109 128765 113 4
3460
3675
250 thk. flat slab.
UKB 254x146x31.
UKB 203x102x23.
UKB 254x146x31.
UKB 533x210x92.
UKC 305x305x158.
UKB 254x146x31 LL.
UKB 254x146x31 HL.UKB 254x146x31.UKB 254x146x31.
UKB 254x146x31 LL.
UKC 203x203x46.
UKC 203x203x46. UKC 203x203x46.
UKB 254x146x31 LL.
UKB 254x146x31.
UKC 152x152x37.
Pile captype 'A1'.750 Deep
UKB 254x146x31 LL.UKB 203x102x23.
UKB 305x165x40.
UKC 203x203x46.UKC 203x203x46.
UKC 203x203x46.
UKB 254x146x31.
UKB 254x146x31.
UKB 254x146x31.
UKB 254x146x31.
UKB 533x210x92.
UKB 254x146x31.
UKPFC 200x75x23.
UKC 152x152x37.UKC 152x152x37.
UKC 203x203x46. UKC 203x203x46.UKC 203x203x46.
Pile captype 'C1'.750 Deep
UKB 305x165x40.
UKB 203x102x23.
UKB 254x146x31 LL.
UKC 305x305x198.
UKC 203x203x46.
UKC 203x203x46.
Pile captype 'A1'.750 Deep
Pile captype 'A1'.750 Deep
Pile captype 'C1'.750 Deep
250x300Deep Nib.
450x600 DeepBeam.
Pile captype 'A1'.750 Deep
450x600 DeepBeam.
250x300Deep Nib.
Protection againstground heave.
300
450 750
450
300
3675
1952
1766
1267.5
98.5
3564.5 6863.5
162.5
250 thk. flat slab.
4172.5 3065 2150 7300 4515 4485 4466.5 4250 4250 4137.5 2446.5
450 450
UKB 254x146x31 HL. UKB 254x146x31 HL.
Ground-00FFL 0.300
Ground-00FFL 0.300
STR-FN051
STR-FN054
150 thk. Ramp slabwith A.393 meshtop and bottom on
150 dp. wellcompactedhardcore.
@SCALE: DATE: DRAWN: CHK'D:
PROJECT:
TITLE:
JOB NO. DRG NO. REV.
REV DATE DESCRIPTION BY CHK'D
Engineering at its Best
T: 01342 828 000E: [email protected]: www.tullydeath.com
A0
1. Drawings shall be referred to for structural work only unless otherwise stated and read in conjuction with Architect's, Service Engineer's and Sub-Contractor's drawings.
2. The Contractor shall check all levels and dimensions, any errors or omissions are to be reported at once to the Engineer.
3. For general notes refer to drawing No.
General Notes
A
07/05/15 DA MD
The PRU (Pupil Referral Unit),Thurrock.
11252
ISSUED FOR TENDER
ONLY
STR-SW10
Cross Sections Sheet 1
1-50
11252/01
Thurrock Council
A 05.06.15 Section 1-1 openings added to high level.beams.
DA MD
scale 1 : 50
Section 1 – 1
scale 1 : 50
Section 2 – 2
SECTION A-A
SECTION B-B
SectionD-SectionD ( 1:15 )
SECTION B-BSECTION A-A
A A
B
B
SectionD SectionD
B
B
A A
550
400
PIVOTING BYPASS DOOROPERATING STEEL ROPE
PIVOTING BYPASS DOOR
INFLOW
INFLOW
OUTFLOW
OUTFLOW
INTAKE
SUMP
46°
INTAKEFLOW
INFLOW
60°
PIVOTING BYPASS DOOROPERATING STEEL ROPE
PIVOTING BYPASS DOOR
ACCESS TO BE POSITIONED ABOVE BYPASS DOOR
PULL HANDLE &EYE BRACKET FOR OPERATING ROPE
OUTFLOW
OUTFLOW
NEOPRENE GASKET
FIXING LUGS WITH MASONARY STUD ANCHOR
FIXING BOLTS
HYDRO-BRAKE OPTIMUM™ FLOW CONTROLFITTED WITH PIVOTING BYPASS DOOR
POSITION & DIRECTIONOF INLET PIPE(S) WILLBE SPECIFIED ON THE CONTRACT DRAWINGS
I.D. OUTLET (MINIMUM)
100mm MIN
SPIGOT
Hydro-Brake Optimum®
DATESITEDESIGNERREF
The head/flow characteristics of this Hydro-Brake Optimum® Flow Control are unique. Dynamic hydraulic modelling evaluates the full head/flow characteristic curve.The use of any other flow control will invalidate any design based on this data and could constitute a flood risk.
DESIGNADVICE
!
THIS DESIGN LAYOUT IS FOR ILLUSTRATIVE PURPOSES ONLY. NOT TO SCALE.
Hydro-Brake Optimum® Flow Control including:
• grade stainless steel • Integral stainless steel pivoting bypass door allowing clear line of sight through to outlet, c/w stainless steel operating rope • Bead blasted finish to maximise corrosion resistance • Stainless steel fixings • Neoprene gasket to seal outlet
Technical SpecificationControl Point
Primary Design
Flush-Flo™
Kick-Flo®
Head Flow
LIMIT OF HYDRO INTERNATIONAL SUPPLYTHE DEVICE WILL BE HANDED TO SUIT SITE CONDITIONSFOR SITE SPECIFIC DETAILS AND MINIMUM CHAMBER SIZE REFER TO HYDRO INTERNATIONAL ALL CIVIL AND INSTALLATION WORK BY OTHERS* WHERE SUPPLIEDHYDRO-BRAKE® FLOW CONTROL & HYDRO-BRAKE OPTIMUM® FLOW CONTROL ARE REGISTERED TRADEMARKS FOR FLOW CONTROLS DESIGNED AND MANUFACTURED EXCLUSIVELY BY HYDRO INTERNATIONAL
IMPORTANT:
*
*
*
*
Hydro International, Shearwater House, Clevedon Hall Estate, Victoria Road, Clevedon, BS21 7RD. Tel 01275 878371 Fax 01275 874979 Web www.hydro-int.com Email [email protected]
Mean Flow
PT/329/0412
®
(m) (l/s)
0.550 13.850 3 mm 304L
0.257 13.816
0.439 12.460
10.907
225
340
835
180 490
360 695
21/05/2015 15:03:19Thurrock
SHE-0174-1400-0550-1400
SHE-0174-1400-0550-1400sking
© 201515-2057
[email protected] v1.6.7.0
Hydro-Brake Optimum®
DATESITEDESIGNERREF
The head/flow characteristics of this Hydro-Brake Optimum® Flow Control are unique. Dynamic hydraulic modelling evaluates the full head/flow characteristic curve.The use of any other flow control will invalidate any design based on this data and could constitute a flood risk.
DESIGNADVICE
!
Technical SpecificationControl Point
Primary Design
Flush-Flo™
Kick-Flo®
Head Flow
Hydro International, Shearwater House, Clevedon Hall Estate, Victoria Road, Clevedon, BS21 7RD. Tel 01275 878371 Fax 01275 874979 Web www.hydro-int.com Email [email protected]
Mean Flow
(m)
0.550
(l/s)
13.850
0.257 13.816
0.439 12.460
10.907
SHE-0174-1400-0550-1400
SHE-0174-1400-0550-140021/05/2015 15:03:19Thurrocksking
© 201515-2057
[email protected] v1.6.7.0
Head (m) Flow (l/s)
0.000 0.0000.019 0.2710.038 1.0450.057 2.2510.076 3.8120.095 5.6360.114 7.6140.133 9.6220.152 11.4650.171 13.0550.190 13.5490.209 13.6850.228 13.7700.247 13.8110.266 13.8130.284 13.7840.303 13.7290.322 13.6500.341 13.5490.360 13.4230.379 13.2690.398 13.0760.417 12.8340.436 12.5280.455 12.6680.474 12.9140.493 13.1550.512 13.3910.531 13.6230.550 13.850
Flow (l/s)
Hea
d (m
)