from a design check.Permanent worksParts of a construction that will be used and remain in position for a long time.Permanent worksThe designer of the permanent works,designerengaged by either the client or a contractor.Permissible stressThe stress that can be sustained safely by a structural material for the particularcondition of service or loading.Permit to load (PTL)A signed statement which releases a hold point. It indicates that:the temporary works process has been followedthe temporary works have been inspected and the 'as installed' temporaryworks comply with the designany modifications to the temporary works have been approved by the designerthe water, ground and environmental conditions and use are as envisaged bythe design.Permit toproceedA certificate that authorises the release of any hold point, as usually identified on theinspection and test plan, issued by the principal contractor's temporary works coordinator or temporary works supervisorPermit to unload (alsoreferred to as permitto strike and permit todismantle)A signed statement which releases a hold point. It indicates that:the temporary works have been inspected and the 'as installed' temporaryworks remain compliant with the designany modifications to the temporary works during use have been approved bythe designera documented safe system of work is in place and has been implemented forthe dismantling of any temporary worksthe temporary works are no longer required to be in place, and are ready tobe removed.PolicyThe intentions and direction of an organisation, as formally expressed by its topmanagement.PressureThe force applied to a surface divided by the surface area.Principal contractor(PC)The contractor appointed under the CDM Regulations 5(1)(b) to perform the specifiedduties in regulations 12 to 14.Principal designer(PD)The designer appointed under the CDM Regulations 5(1)(b) to perform the specifiedduties in regulations 12 to 14.Procedure, ProtocolA specified way to carry out an activity or a process.ProcessA set of inter-related or interacting activities that transform inputs into outputs.PropA compression member used as a temporary support.Publicly availablespecification (PAS)A standardisation document that closely resembles a British Standard in structure andformat, but which has a different development model.Rate of riseAverage placing speed of the concrete vertically up the formwork in metres per hour,taken as the average over the pour.RecordA document stating results achieved or providing evidence of activities performed.Re-proppingProps installed before the falsework is removed to transfer loads to the lower slab orfoundation once falsework is dismantled.Residual risksAny risks which have not been designed out by the temporary works designer. Thesignificant residual risks are those risks that are not likely to be obvious to a competentcontractor, or are unusual or are likely to be difficult to manage effectively – must beidentified by the designer. The temporary works designer must communicate theVersion 2 © mytemporaryworks 2023 | The control of temporary works – procedural guidex
It seems that your browser's pop-up blocker has prevented us from opening a new window/tab. Please click the button below to open the link manually.
I acknowedge that no part of this publication may be reproduced, stored in a retrieval system, or transmitted in any form or by any means, electronic, photocopying or otherwise, without permission in writing from 2B Trained save it may be read and saved by the original recipient, for whose private use it was originally intended.
Unfortunately an error occurred - please try again.
Table of contents
1
3
5
7
9
11
17
21
25
27
28
29
35
37
41
43
49
51
55
57
59
61
63
65
67
68
