Design and Specification Flashcards
Holy Name - How/why did you specify the concrete slab?
Specified by using NHBC guidance and confirmed by the in-house structural engineer. A252 mesh reinforcement, 150mm RC28/35 concrete cover. Garage exceeded over 16m2 so needed to be reinforced.
Holy Name - How did you establish the client’s brief and determine their requirements for the project?
Verbal briefing, discussed clients requirements on site. Level of quality was fit for purpose.
Holy Name - Why was the traditional procurement route chosen for this project, and what are its advantages?
Design was separate from construction, More control of quality, cost and design. Lump sum contract. Full design by the client.
Holy Name - What was the purpose of producing pre-construction information, and how did it contribute to the tender process?
Provide existing H&S information, details the project, planning and management. Enables the contractor to assess resources needed to perform their duties under CDM 2015. Identify risks.
Pre Construction Information – Is a requirement of the CDM Regs 2015, Should be clear, concise and easily understandable. Identify risk, manage risk and remove risk if possible.
Holy Name - How did you ensure compliance with building regulations throughout the design process?
Used the approved documents to comply and used an approved inspector.
Holy Name - How did you determine the appropriate dimensions and specifications for the truss cut roof using TRADA span tables?
Weight of the tiles, pitch of the roof, height of the ridge and dimensions of the perimeter walls determined the structural timbers.
Holy Name - How did you ensure that the design of the cut roof met the structural requirements and load-bearing capacity for the project?
Tile specification and in-house structural engineer approval.
Prescot Primary - Which British Standard did you refer to?
BS 5250:2021 Management of Moisture in Buildings
Upstand Heights:- Upstands should conform to the recommendations of BS 6229:2018: Flat roofs with
continuously supported coverings – Code of practice: Section 7.1 concerning the minimum height of
upstands.
“The design of drainage falls should ensure that the continuity of the waterproof covering is maintained for
a vertical height of 150mm above the finished roof level at all abutments, door openings and parapets. For
inverted roofs, those overlaid with paving, or garden roofs, the finished roof surface is the upper surface of
the ballast, paving slabs or growing medium.”
The design of roof drainage should be carried out in accordance with BS EN 12056-3:2000 which
specifically states the following:
“All flat roofs should be laid to a minimum finished fall of 1:80, and to achieve this a design fall of 1:40
should be used to ensure proper drainage as recommended in BS 6229:2018.”
Prescot Primary - How did you ensure that the selected roofing system met or exceeded the necessary regulatory and performance requirements?
U-Values. All in compliance with the current building regulations/0.18 U value. Conform to BS standards for the type of roofing.
Prescot Primary - What criteria did you use to cross-check the design against British Standards and Building Regulations?
Unfortunately I didn’t have access to the BS publications but I did have access to the quotation in the Sika specification. I completed an internet search to ensure they BS numbers were correct. I checked the U-Values in the Building Regs.
Prescot Primary - What were the advantages of the chosen roofing system compared to a traditional felt roof?
Due to the many roof protrusions and plant the liquid applied system was chosen. No hot works required.
Prescot Primary - Did you recommend an IBG?
Insurance backed guarantee not recommended as the council take ownership of this risk.
Sacred Heart - What did you do with their risk assessments?
The Designers Risk registers used to create a single document where all significant design risks can be identified, collated, monitored and ultimately reduced as part of the design process. As significant hazards were identified they will be added to the risk register and the relevant actions taken to reduce or eliminate the associated risks will be recorded.
As each significant hazard is reduced to its lowest practicable level, the remaining hazard and any identified control measures will be logged and subsequently communicated to Contractors via the Pre-Construction Health and Safety Information and to the end user by the Health and Safety File.
Sacred Heart - What were the key considerations when advising your client on re-building a boundary wall?
Party Wall Etc. Act 1996.
Party Structure Notice
Three/Six Metre Notice
Line of Junction Notice
Sacred Heart - How did your role as Principal Designer contribute to the overall success and safety of the boundary wall re-build project?
Single point of contract for reducing health and safety risk, communication with all stakeholders.