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Q1:The following questions are in reference to the plan set for the Post Ct and Simpson Pl Sewer Replacement project. The plans can be downloaded or viewed on the course web page. Please make your responses below each question in blue. 1. What document(s) shall all workmanship, materials and construction conform to? 2. What is the scale of the vicinity and location map? 3. What street(s) is construction work occurring on? 4. What type of facility is primarily being installed? 5. How many different scales are on this project? List them and where you can find them. 6. What does "DIP" mean? What does "AGG" mean? 7. What other existing utilities are present? 8. What is the total amount of PCC curb ramp to be installed? 9. What standard details trench backfill and paving? 10. Are there any utility removals shown? What is the material that is being removed? 11. How many feet are between SSMH No 1 and SSMH No 2 on Sheet 3? 12. What size and material is the new sanitary sewer main on sheet 4? 13. What is the description and elevation of survey control point 51 for Simpson Place?See Answer
Q2: CV ING orded peration A WARNING 24hr Recorded CCTV in Operation CV 024 7683 3636 PF SPR OUND THE/n16:28 <deb781279767587d15ac8b238372c... ding Grove St Coventry University and ve Street earpark tat Park Arundel House by itr ou tudent.... Purple Tay 4053 Whitefriars 4053 elevated section of ring road (link) Q Gosford St 34 Parapet cladding, cross beams and columns of Armstrong Siddeley Buildin Jaguar Buil Coventry Unive Enterprise Car Club- Gosford St Car Park. P C W William Mc Coventry U ..../n Materials 3 Health and Safety risk management and general conduct: • Visit the location in good weather & daylight and remain on public property to perform the inspection. • If visiting the location on your own, let someone know where you are going. Visual Inspection Task • If challenged by a member of the public be courteous and respectful when you explain what you are doing but if you are requested to leave, do so. When taking photographs be respectful of people's privacy and do not photograph people. It is not illegal to photograph from public property/in a public place unless it is for criminal or terrorist purposes. • Do not cause any damage to the material or structure by attempting an intrusive inspection. The inspection is visual only. This brief is for both Materials 3 modules: 6023EXQ Materials 3 (MEng/BEng) and 6024EXQ Materials 3 (BSc). Differences in the brief and the tasks you should complete on the MEng/BEng module are identified by [ ... ]*. There is no coursework associated with this task, but a test question will account for 30% of the marks. 1. Learning outcomes associated with this task All module learning outcomes are relevant, but specifically number 3: 1. Explain the degradation processes that may occur in materials. 2. Specify materials and construction practice to achieve a sustainable and durable built environment asset. 3. [Critically]* assess the in-service performance of a material, diagnose the reasons for failure and articulate an appropriate repair/replacement procedure. [...]* for 6023EXQ MEng/BEng students What is meant by "critically assess" for this task? Explain and justify your statements. Link them to relevant theoretical principles and comparison to other examples of similar instances referenced from other sources (such as examples from the tutorial questions or other publication sources). When stating findings or recommendations refer to the evidence from your observations to justify your statements. 2. Procedure 2.1 Select a location to perform the visual inspection Suggested possible material degradation assets that can be used for this assessment are shown in Figure 1, 2 and 3. You are free to use any of them, or any other suitable location that enables you to achieve the learning outcomes and complete the task. [As last resort you may use an example from the Tutorial questions. Not recommended for 6023EXQ students as you may need these examples as part of your critical assessment.]* 2.2 Prepare your answer to the test question It is expected that your answer should require around 2-4 sides of A4 consisting of about 1000 words and annotated images [and references]. You are encouraged to bring your draft answer to the revision tutorial and get constructive feedback from staff and peers. You should bring your answer to the test and submit it as part of the assessment. Tim Davis, 12/9/2022 version 1.01 1 of 5 Materials 3 Test Question [Note differences between 6023EXQ & 6024EXQ Materials 3 modules]*: a) Identify the asset that you inspected and the relevant general information regarding the visit (date and time of the inspection, component type, materials used, prevailing weather conditions). Include annotated image(s) showing the component's location. Describe the deterioration (or the construction defect that is likely to lead to deterioration). Include annotated photographs and/or sketches of the component. (5 marks) b) Identify the degradation mechanism(s) that is causing (or is likely to lead to) deterioration and explain why the specific location & materials are affected. [Justify your answer by referring to relevant theoretical principles and examples of similar deterioration.]* Make reference to the photographic evidence you have included and any assumptions regarding the material specification and construction details that may or may not be apparent in the photographic evidence. (15 marks) c) Recommend [and justify]* an appropriate course of action to improve the long-term durability of the material and component. Possible options include, but are not limited to: ● Do nothing/continue to monitor, Commission further (invasive) tests, ● Visual Inspection Task ● Repair, ● ● Repair and modify, Demolish and replace. Include details of material specification and construction details that should be (have been) employed to achieve long-term durability of the component. This may include referring to any assumptions stated in your answer to part b) about the materials used in the component assuming it was built following best practice. (10 marks) 2.3 Avoiding collusion The test question is an individual assessment but it is expected that you may perform the inspection and discuss your approach to the answer with peers and academic staff in the revision tutorial. However, you should not share your images, notes or answer, thereby removing the risk of excessive similarity between someone else's answer and your own. Any suspected collusion will be investigated for academic misconduct. Ensure that you are aware of the definitions and rules regarding Academic Integrity. Tim Davis, 12/9/2022 version 1.01 2 of 5 Materials 3 Peacocks Clothing Shop oventry Prestige Student Living 33 Parkside side Design Hub Subway link from Much Park Street Boundary Wall Parkside Enterprise Centre Tim Davis, 12/9/2022 version 1.01 Retaining Wall Christian Life Ministries Coventry & Warwickshire A4053 Coventry University Technology Park Boundary Wall 33 The Welcome Cent Glar The National Transport Design Centre Figure 1 Asset locations South of Coventry Ring Road (Source: Google Maps) Za Visual Inspection Task 3 of 5 Materials 3 REARST Much Park St ort Through ater Much Park St Ivy House Richard Crossman Building, Coventry... Richard Crossman Building Sir John Laing Building, Coventry University Ground floor internal corridor walls in Highway Lab & Concrete curing tank room St Johns St Park St 3 Retaining Wall Sir John Laing Building Tim Davis, 12/9/2022 version 1.01 king The Ink well Art supply shop Qul-Language Solutions Whitefriars Ln H Cox St Centre for Global Learning Education... 7715 Whitefriars Gate Figure 2 Asset locations around Much Park Street (Source: Google Maps) The Phoenix Gosford St NSPCC Visual Inspection Task Sports Centre Alison Gingell building Coventry Boys and Girls Club Quids Inn Pub Whitefriars Ln Whitefriars Car Park Gosford S Can Aru Planet In 4 of 5 Materials 3 ding Coventry University and Grove St itat ve Street p earpark Park Arundel House oventr ouse Student.... 4053 Whitefriars Purple A4053 Gosford St Armstrong Siddeley Building. Tim Davis, 12/9/2022 version 1.01 Parapet & cladding walls (link) Jaguar Building, Coventry University Elterprise Car Clubs Gosford St Car Park William Morris Building, Coventry University Sir William Lyons Building... Gosford St Gosford St Lanchester Library Frederick Lanchester Building Coventry Gosford St Staff Car Park Coventry University Retaining wall RCP Parking Visual Inspection Task Frank Whittle Building Coventry University Gosford ISP National Tyres and Autocare-a Tyre Shop Johnstone's Decorating Centre Pet shop Host Gosford Homes for Stud Calcott Ten Sa Parapet & cladding walls (link) Parapet cladding, cross beams and columns of elevated section of ring road (link) +13+ Figure 3 Asset locations around Whitefriars Way & University buildings (Source: Google Maps) (links to street views) Beatric Shilling Building, Coventry.... 5 of 5See Answer
Q3: ● ● In this module, you will consider the floor plan in which this emergency trauma center will be housed. Equipment The current trauma location is 1,500 square feet. You may configure this square footage however you prefer. Below is a list of equipment items and their dimensions. Examination table X-ray machine Desk Anesthetic and oxygen unit Stool for anesthesiologist Equipment cabinet ● Dimension S 7 ft by 3 ft 3 ft by 3 ft 4 ft by 3 ft 3 ft by 5 ft 1 ft by 1 ft 4 ft by 6 ft Consider the following questions: Quantity 4 1 2 3 2 5 How would you reconfigure the interior of the structure? What mathematical skills would help you reconfigure the interior of the structure? In your initial post, explain why your proposed floor plan is preferred and why you chose to organize the equipment the way you did. Provide a visual depiction using your preferred software (i.e., Microsoft Word or PowerPoint).See Answer
Q4: PROPERTY VALUATION REPORT 576 North Road Ormond, 3204 Abstract The purpose of this report is to undertake a property valuation for 576 North Road Ormond and arrive at a market value or probable price. SRQ764 Building Project Evaluation Student Name Withheld 29 September 2015 | Word Count 2,748 29 September 2015 Regarding: Property at 576 North Road Ormond, VIC 3204 Dear Client, In compliance with you request, the researched market data and completed valuation analysis has been undertaken for the above described property. The purpose of this report is to estimate the market value of the subject site "as is", on the date of inspection, 24 September 2015 for pre-purchases purposes. The valuation method used was 'direct market comparison' as it is the most relevant. This report is written in compliance with the requirements and limitations set out in section 6 of this report. Assumptions have been made which are outlined in section '5.3.2 Assumptions' when arriving at the market value. Based upon the analysis conducted from the information available, the Market Value of the subject site, as described herein, as of 24 September 2015, is considered to be: $1,820,000 1 One Million Eight Hundred Twenty Thousand Dollars Sincerely, With a transaction zone of $1,085,000 - 2,646,000. The report will lead a reader through the valuation process and provide a summary of the documentation, support and reasoning in arriving at the estimated value. Therefore it is recommended to complete a full review of this report. It is also suggested that a debriefing session is undertaken so that this report can be discussed fully. I look forward to hearing from you, (student Name Withheld) PROPERTY VALUATION REPORT | 576 North Road Ormond, 3204 PROPERTY VALUATION REPORT 1 2 1 TABLE OF CONTENTS 3 EXECUTIVE SUMMARY........... 1.1 Summary Of Facts and Conclusions PROBLEM ANALYSIS & VALUE DEFINITION Reason (S) For The Valuation Evaluation Date 2.1 2.2 2.3 2.4 2.5 Assumptions From Client Definition Of Value Adopted Definition of Interest(s) To Be Valued. 2.5.1 PROPERTY ANALYSIS & SPECIFICATION OF ALTERNATIVE USE. 3.1 Physical Characteristics Site Description 3.1.1 3.1.2 Improvements 3.1.3 Conclusions... 3.2 Legal Characteristics. Items to be excluded in this valuation 3.2.1 3.2.2 Current Lease(s) 3.2.3 3.2.4 3.2.5 Conclusions... Restrictions on Title.. 3.3 Locational Characteristics.. 3.3.1 Regional Location 3.3.2 Conclusions...... 3.5.2 Town Planning Constraints. Political Factors 3.4 Environmental Characteristics 3.4.1 On Site Factors 3.4.2 Off-Site Factors.. 3.5.3 3.5.4 3.5 Psychological Characteristics. 3.5.1 The Locality....…...... The Property... The Market Conclusions...... 2 4 4 4 5 5 5 5 5 LO 5 5 6 6 6 7 7 7 7 7 8 8 8 8 8 8 8 8 9 9 9 9 10 PROPERTY VALUATION REPORT | 576 North Road Ormond, 3204 4 5 6 EVALUATION OF ALTERNATIVE USES AND SELECTION OF PROBABLE USE 4.1 4.2 Possible Alternative Uses Selection of Probable Use PRICE PREDICTION. 5.1 5.2 5.3 Most Probable Buyer. Methodology To Predict Price.... Comparable sales 5.3.1 5.3.2 5.3.3 Adjustments. Table of Data Collected Assumptions..... 5.4 Results - Probable Price. CONCLUSIONS 6.1 Limiting Conditions... 7 APPENDIX......... 8 REFERENCES 3 11 11 11 12 12 12 13 13 14 14 15 16 16 17 19 PROPERTY VALUATION REPORT | 576 North Road Ormond, 3204 PROPERTY VALUATION REPORT 1 EXECUTIVE SUMMARY Both primary and secondary data sources were used in the analysis contained in this report. Secondary data was employed in gathering general information regarding market demand, sales prices, demographics and trends. Primary data was gathered from the subject site through physical inspection and relevant documents. 1.1 SUMMARY OF FACTS AND CONCLUSIONS Subject Property Address Type of Property Ownership Date of Value Physical Attributes Legal Attributes Locational Attributes Psychological Attributes Environmental Attributes Probable Use Probable Buyer Initial price transaction zone Adjustments Adjusted price and transaction zone 576 North Road Ormond, VIC 3204 1/576 North Road Ormond, VIC 3204 Commercial retail space with residential apartment and onsite carparking Private 29 September 2015 Frontage: 14.72m Land Size: 591m2 Building Size: 350m2 Improvements: 2 storey building, ATM No Restrictions on title Maximum Building Height of 9m Within Commercial 1 Zone Frontage to North Road Close to buses and trains Close to amenities, parks, shops etc. Suburb consists of young individuals and families High market demand Mostly renters Palm tree on site No environmental hazards on-site 'As is' Investor or developer Transaction Zone: $1,295,000 -2,415,000 Adjustments made for building size, land size and site improvements/characteristics Market Value: 1,820,000 Transaction Zone: $1,085,000 -2,646,000. PROPERTY VALUATION REPORT | 576 North Road Ormond, 3204/n SRQ764 Building Project Evaluation DEAKIN Worldly *** SRQ764 Building Project Evaluation School of Architecture and Built Environment Trimester 2, 2022 GENERAL INSTRUCTIONS 1. This document is to be read in conjunction with the Unit Guide for this unit. 2. It is the responsibility of each student to confirm submission requirements including date, time, and format. 3. Extension or Special Consideration may be considered for late submission. It is the responsibility of each student to understand Deakin regulations regarding late submission and Special Consideration for assessment. 4. You will be required to complete Assignment 1 as an individual, Assignment 2 in a group of five students, and Assignment 3 as an individual. It is your responsibility to form your own group for the Assignment 2. 5. All assignments must be submitted electronically through Cloud Deakin. Assignments submitted in any other way will not be marked. 6. All assignments submitted through CloudDeakin must be in Portable Document Format (PDF). 7. You may refer to publications, but you must write in your own "voice" and cite the references using the Harvard referencing style (Details about the Harvard referencing style can be found at: https://www.deakin.edu.au/students/studying/study-support/referencing). It is essential for you to fully understand what you write and to be able to verify your source if you are requested. The library provides workshops and advice on citations and referencing. 8. The University regards plagiarism as an extremely serious academic offence. Submission through Cloud Deakin includes your declaration that the work submitted is entirely your own group or individual. 9. If you are not clear about the requirements of the assignments, please seek your Lecturer's help as soon as possible. 10. Before starting your assignment, please read the University document, Study Support, at: https://www.deakin.edu.au/students/studying/study-support ⒸDeakin University Trimester 2, 2022 SRQ764 Building Project Evaluation ASSESSMENT SCHEDULE No 1 2 3 Deliverable Property Valuation Report 30 Group Research Report Individual Report ⒸDeakin University Mark (%) 40 30 100 Format Individual Group Individual Submission Date Week 5: Friday, 12 August 2022 by 8:00pm (AEST) Week 9: Friday, 16 September 2022 by 8:00pm (AEST) Week 12: Friday, 7 October 2022 by 8:00pm (AEDT) Description Written Report Written Report Written Report Trimester 2, 2022 SRQ764 Building Project Evaluation DEAKIN Worldly PURPOSE OF ASSIGNMENT 1 The purpose of this assignment is to enable you to: Examine implications of various social and economic factors for property development and investment ● ASSIGNMENT 1 Property Valuation Report 30% Apply processes and techniques to evaluate the economic components of complex building projects Evaluate and recommend processes and techniques used to prepare property valuation reports ASSIGNMENT TASK Appraisal is about estimating the worth of something. Estimating the land value of a site is an important part of building development appraisal. You will need to select a site that can be used for a commercial property development. Then, you are required to submit a Property Valuation Report that estimates the land value of the site. The report must document processes and techniques used in property valuation. Please note that the assignment task is about working out the possible land value of the site (not the value of building, not the value of building+land). You can select an appropriate site on some property websites, such as Pricefinder (https://www.pricefinder.com.au/portal/app?service-external&page=setup/AutoSetup&cid=deakin) and Commercial Real Estate (https://www.commercialrealestate.com.au/). ADDITIONAL INFORMATION This is an assignment that is to be submitted and marked as an individual. FORMAT OF ASSIGNMENT The assignment should be submitted as a Property Valuation Report. This assignment should be presented as a single PDF document and should be presented as a well formatted and structured report. The report should be approximately 2,000 words (excluding diagrams, photos, tables, charts, references, and appendices). The numbers of words in Title page and Table of contents are also excluded. ⒸDeakin University Trimester 2, 2022 SRQ764 Building Project Evaluation ASSESSMENT SUBMISSION Submission is required on or before 8:00 pm Friday 12 August 2022 (AEST) through the "Assignment 1: Property Valuation Report" folder in CloudDeakin. ASSESSMENT CRITERIA A detailed rubric is provided on the next page. ⒸDeakin University Trimester 2, 2022 SRQ764 Building Project Evaluation ASSESSMENT CRITERIA Criteria Letter of transmittal and executive summary Problem analysis and value definition Property analysis and specification HD Deakin University Excellent letter of transmittal and executive summary with all key property valuation information included Excellent problem analysis and value definition with detailed explanations Excellent property analysis and comprehensive site information. Contents are very clear and well supported Evaluation of alternative most probable use uses and selection of with very detailed explanations. Main most probable Excellent analysis about the alternative uses and selection of specification with very specification with detailed and some good site D opinions are very clear and well Very good letter of transmittal and executive summary with most key property valuation information included Very good problem analysis and value definition with some good explanations Very good property analysis and information. Contents are clear and supported Very good analysis about the alternative uses and selection of most probable use with some good explanations. Main opinions are clear and C Good letter of transmittal and executive summary with general property valuation information included Good problem analysis and value definition with some general explanations Good property analysis and specification with some general site information. Contents are generally provided Good analysis about the alternative uses and selection of most probable use with some general explanations. Main opinions are provided P Basic letter of transmittal and executive summary with limited property valuation information included Basic problem analysis and value definition with limited explanations Basic property analysis and specification with limited site information. Contents need further clarification Basic analysis about the alternative uses and selection of most probable use with limited explanations. Main opinions need further clarification N Poor letter of transmittal and executive summary with very limited property valuation information included Poor problem analysis and value definition with very limited explanations Poor property analysis and specification with very limited site information. Contents need a lot of clarification Poor analysis about the alternative uses and selection of most probable use with very limited explanations. Main Total 10 10 20 10 Trimester 2, 2022See Answer
Q5:Answer the following questions. For Section A-A, compute the weight of bar reinforcing steel (pounds) per linear foot of wall (ie. one foot strip of wall). (20 pts.) 2. For Section A-A, compute the volume of concrete (cubic yards) per linear foot of wall. (20 pts.) 3. For Section B-B, compute the weight of bar reinforcing steel (pounds) per linear foot of wall. (20 pts.) 4. For Section B-B, compute the volume of concrete (cubic yards) per linear foot of wall. (20 pts) 5. Based on your calculations from above, what is the total volume of concrete (cubic yards) for the retaining wall? What is the total weight of bar reinforcing steel (pounds)? (20 pts)See Answer
Q6:1. Discuss the factors that will influence fire development within a compartment.See Answer
Q7:2. Discuss the term "spill plume" and the two categories "adhered" and "balcony. 3. How does the development of a tunnel fire diffeSee Answer
Q8:3. How does the development of a tunnel fire differ from that in a building? 4. Consider a 75 m diametr (6 MSee Answer
Q9:4. Consider a 2.5 m diameter pan fire of methyl alcohol with a heat release rate intensity of 6 kW/m² of surface area. Calculate the mean flame height under normal atmospheric condition (2 MarkSee Answer
Q10:(2 Mark 5. Calculate the heat release rate necessary to cause flashover, using two different approache. Consider the room 8.1 m x 5.2 m in floor area and 1.9 m in height with a door opening 1.8r height and 0.75m width. The boundary material is Gypsum. Explain the limitations of you chosen approaches. (6 marks)See Answer
Q11:6. Calculate the rate constant at 35 °C and 65 °C in a reaction where the Arrhenius constant (A) is 2.5 x 106 s¹ and the activation energy (Ea) is 75 kJ mol-¹. Explain how the temperature difference has affected the rate of reaction. (4 marks) 7 MaitSee Answer
Q12:7. Write out the balanced equation for the complete combustion of polymethyl methacrylate (PMMA) C5O₂Hs. The determine how much carbon dioxide is produced when 650 g of PMMA is completely combusted. (3 Marks) DAMSee Answer
Q13:13. Performance-based regulations for the fire safety and the increased complexity of building design have led to a dramatic increase in the use of computer modelling of smoke and heat movement in buildings. Critically review zone and field models used for compartment modelling. Your report should cover main assumptions, differences between the two models, limitations and prose and cones of both models. Include examples and critically analyse the main assumptions, limitations, advantages and disadvantages of these models. Target word count is 300 words. (8 Marks)See Answer
Q14:15. A small wooden crib burns on the floor in the middle of a room. With a total energy release rate of 250 kW. Calculate the mass flow in the plume at heights of 1.0 m and 1.9 m above the floor. Also calculate the plume temperatures at these heights. Assume the radiative fraction of energy loss is 22%. Assume ambient room temperature of 18 °C. Explain your answers. (5 Marks)See Answer
Q15:Part 1 (Total 75 marks) You have been engaged by the owner of an existing dwellinghouse to assist them in the development of a fire strategy. The developer is looking to convert the existing dwellinghouse into a House in Multiple Occupation (HMO), consisting of three bedrooms and a shared living room and kitchen. You are required to compile a report detailing at least three possible solutions for the client. For each solution you should clearly indicate what works are required to the existing building. The report should assess performance requirement B1 of the Building Regulations 2010 only and provide viable solutions that the client might implement. The solutions do not necessarily need to comply with fire strategy guidance, however any deviations from guidance should be supported by a fire engineering assessment. Your report should be no more than 1,500 words (+/- 10%). Plans for the proposed building are provided on the module blackboard. An assignment briefing session was provided on 08/10/2023 and the presentation slides are available on the module blackboard./nSee Answer
Q16: HKPOLYU-CEE Title 1. 2. 3. 4. 5. THE HONG KONG POLYTECHNIC UNIVERSITY Appendix A Appendix B Appendix C Department of Civil & Environmental Engineering BEng (Hons) in Civil Engineering CSE48404 Design Project (Session 2023-2024) Scope of Work Requirements Presentations Others References Content Scopes of the Tasks Detailed Requirements to the Interim Design and Final Design Reports Building Plan and Relevant Information 1/4 Page 3 3 CSE48404 HKPOLYU-CEE 1. Scope of work A developer in Hong Kong has engaged to your company to prepare the design of a residential development in Hong Kong. The usage of different floors is generally shown in the below table Floor B1/F - B2/F G/F 1/F - 9/F MR/F UR/F TR/F b) Usage E&M rooms Loading/unloading + Shops + Circulation Domestic + Circulation Flat Roof for E&M usage Lift machine room Flat Roof cover for lift machine room CSE48404 Layout plans of the proposed building and relevant information, including borehole records, are shown in Appendix C. Your group acts as a consultant firm, with duties assigned in Appendix A to prepare the follows: a) Interim Design Report: to work with your group members to prepare two viable schemes (superstructure, foundation and ELS) and present your recommendation to the Client for their decision; Remark: Group marks will be given as a whole on each task based on details of sketch/framing, workability of the schemes, problem identified, suggested solutions, construction sequences etc. The group members should distribute workloads among themselves. Design Report and Presen on: to prepare your own in-depth presentation with the assigned duties of individual group member on one of the recommended scheme. In the Final report, your team as a whole need to address the following scenario: "During the construction of the foundation, the Client wants to adopt Modular Integrated Construction (MiC), and 10% Gross Floor Area (GFA) may be exempted. (Students should consider the effect of having one additional domestic floor being added on top of the existing layout) Your team is required to carry out a feasibility study and prepare a report (not more than 2 single- sided A4 pages) to the Client to describe the implication on the superstructure, foundation and ELS design. "" Preparation of Building Information Model (BIM) is also required. 2. Requirements For the Interim Design Report, potential risk, favorable or unfavorable conditions, site constrains, construction difficulties encountered, suggested solution(s) and likely long-term maintenance requirements, etc, should be highlighted. For the Final Design Report, relevant drawings/documents, with supportive detailed structural calculations 2/4 HKPOLYU-CEE for the recommended scheme should be provided. Detailed requirements of the interim design and final design reports are listed in Appendix B. Information required to be shown on the drawings is listed in Appendix B. Essential information of the building plan and relevant information is attached in Appendix C. CSE48404 3. Presentations Final Design Presentation (Week 4 of 2nd semester) Each group will spend NOT more than 20 minutes # for the presentation of final design report. Then, each group will have 10 minutes for Q&A session. Marks will be given to individual person and group. # In order to avoid affecting performance of later groups, the presentation will be terminated immediately, if time is up. 4. Others In order to avoid delaying design of Foundation and ELS works, the Superstructure Team should deliver preliminary loading schedules for both schemes to the Foundation Team by the end of Week 7. 3/4 HKPOLYU-CEE 5. References Laws of Hong Kong Cap 123 Buildings Ordinance and its sub-legislations Code of Practices Buildings Department, ➤ Buildings Department, Buildings Department, Buildings Department, Buildings Department, ➤ Buildings Department, Buildings Department, Buildings Department, ➤ Buildings Department, Consideration of shelter and topographic effects is not required. Related Website www.bd.gov.hk Code of Practice for Dead and Imposed Loads 2011 Code of Practice for Structural Use of Concrete 2013 Code of Practice for the Structural Use of Steel 2011 Code of Practice on Wind Effects in Hong Kong 2019 * Explanatory Notes to the Code of Practice on Wind Effects in Hong Kong 2019 Code of Practice for Foundation 2017 Code of Practice for Fire Safety in Buildings 2011 Code of Practice for Building Works for Lifts and Escalators 2011 Practice Notes for Authorized Persons, Registered Structural Engineers and Registered Geotechnical Engineer CSE48404 Other Publications and References Charles E Reynolds and James C Steedman, Reinforced Concrete Designer's Handbook, E & FN; The Institution of Structural Engineers & The Institution of Civil Engineers, The Manual for the Design of Reinforced Concrete Building Structures, The Institution of Structural Engineers; The Institution of Structural Engineers/Concrete Society, Standard Method of Detailing Structural Concrete, The Institution of Structural Engineers; Hong Kong Foundation Handbook, HKIE, 2015/2017; Housing Department, Manual for Design and Detailing of Reinforced Concrete to the Code of Practice for Structural Use of Concrete 2013; Geotechnical Engineering Office, CEDD, GEOGUI GUIDE 1, 2, 3 & 5. Geotechnical Engineering Office, CEDD, Review of Design Methods for Excavations (1990), GCO Publication No. 1/90 Geotechnical Engineering Office, CEDD, Foundation Design and Construction, GEO Publication No. 1/2006 - END - 4/4 HKPOLYU-CEE Tasks A to D: (Superstructure Team) Superstructure Schemes A and B (Analysis, Design and Detailing of Superstructures) Appendix A Scopes of the Tasks Scheming on the structural frame taking lateral wind/soil and gravity loads for both Schemes A and B Loading run-down on wind/soil and gravity loads for both Schemes A and B Preliminary design of superstructures and transfer structures Preparation of general notes, framing plans, sections, structural details drawings, and column/wall loading schedule Preparation of scheme of construction method of superstructure Remarks:- In the Final Design Report, students assigned for Tasks A to D (Superstructure) will be working together on the recommended superstructure scheme. Tasks E and F: (Foundation Team) Pile Cap(s) and Foundation Schemes A and B (Analysis, Design and Foundation Drawings) CSE48404 Scheming on foundation (Schemes A and B) taking superstructure / sub-structure structural loads and other superimposed loads. Detailed design of the foundation system Preparation of general notes, foundation plans, sections, structural details drawings, and piling schedule Remarks:- In the Final Design Report, students assigned for both Tasks E and F will be working together on the recommended scheme. Tasks G and H: (ELS Team) Excavation and Lateral Support ("ELS") Works Schemes A and B (Analysis, Design and ELS Drawings) Scheming on ELS works (Schemes A and B) Preliminary design of ELS system Preparation of ELS plan with construction sequence Monitoring scheme Remarks: - In the Final Design Report, students assigned for both Tasks G and H (ELS) will be working together on the recommended scheme.See Answer
Q17:You need to write 500-600 words, And the cost part should be like Graph Topic my part about Technical description and costing - anticipated method of production, description of why you selected your process and specific material. Costing should evidence that raw materials and production costs have been considered in ensuring a realistic unit cost has been established./n through the center of the village, and the only way to each side is through a narrow suspension bridge. Our team project aim: As a group we agreed that among all the serious issues, water is the most significant as it is a vital part of life. Therefore, we set an individual brief for ourselves where we deeply researched the issues that Pu Ngaol are experiencing, and the report will tackle the root issues and provide a solution. Main issues with water: Why did we choose to treat water: Residents of Pu Ngaol use the Ou Te River for multiple purposes such as bathing, cleaning their clothes, and drinking but only after boiling the water, although boiling will kill the germs it will not disinfect the water. Other sources include bottled water, processing plants but across a small scale; boreholes are equipped with hand pumps however they are rarely used as they contain mud and hard water therefore, they are used for agriculture uses instead; rainwater is also used where it is collected in tanks but again before drinking it is boiled. Climate affects water availability as well for example when the rain season starts the river flow is higher causing the water to become unclean. We can hence establish that the residents of Pu Ngaol are facing a crisis to obtain clean water, and the process of obtaining their water relies on many unstable factors effecting the quality, leading us to choose to find a way to set a stable way to obtain water that doesn't rely on other factors and that is available all year around. Reverse osmosis Reverse Osmosis Design: How the design will work: The feed pump transports water from the river to the tank. Subsequently, another feed pump transfers the water from the tank to the sediment filter, where particles are separated from the water. This filtration process occurs with the water entering the filter from the bottom, causing it to move in an upward direction. The water then moves from the sediment filter to the Carbon filter to eliminate any coloration. Following this, the water proceeds from the Carbon filter to the Softener filter, which removes minerals such as Magnesium and Calcium that contribute to water hardness. Finally, the water passes through the PPC Filter, which is responsible for purifying the water. The water flows to the pressure switch if it reaches a specific level. From there, it can proceed to the Membrane. The switch then sends a signal to the control panel. The reverse osmosis (RO) pump transports water to the membrane under high pressure. The mineral water is sourced from the lower region and stored in a tank, while the wastewater is discharged from the upper part of the membrane and exits through the drainage system. The mineral water is sent to the storage tank. and then distributed through the water network to supply households with water. Within the storage tank, there is a buoy that functions as a valve. When the water level in the tank reaches its maximum capacity, the buoy will close the pipe and send a signal to prevent any further water from entering. As the water level decreases, the buoy will descend, allowing the pump to resume its operation. The Function of each and what does provide to help purify the water:See Answer
Q18:1. Examine the stair well opening for a set of stairs. The stairwell opening is the opening from the top stair until the person passes through the floor. A. What is the distance from the tread to the ceiling where the stairs pass through the second floor of first floor to basement? B. What is the width of the tread, and the depth of the tread from the riser to the nosing of the tread? width depth 3. What is the height of the riser?See Answer
Q19:4. Explore a second set of residential stairs at another house and answer the same questions as in question 3. A. What is the distance from the tread to the ceiling where the stairs pass through the second floor of first floor to basement? B. What is the width of the tread, and the depth of the tread from the riser to the nosing of the tread? width depth 3. What is the height of the riser?See Answer
Q20:5. Find five different stair companies and answer the following questions. Do not select the same style of stairs for each company. A. Location C. Website a. b. B. Name D. List three styles of stairs C. d.See Answer

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