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How the Consultant Reports Affect the Proposed Development and The Overall Design That We Will Handle of Hotel X Essay (Essay Sample)

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1. How the Consultant reports affect the proposed development and the overall design that we will handle of Hotel X.

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Content:

Project X's Intended Development Summary
1 How the Consultant reports affect the proposed​‌‍‍‍‌‍‍‍‌‌ development and the overall design that we will handle of Hotel X.
Summary Report
The geotechnical engineer performs a subsurface exploration and engineering analysis and offers recommendations for the foundation and design. The report is mainly focusing on compaction, absorption, drainage, contaminants, and water table. The report will put things into perspective in terms of the usage of excavated silty materials. Additionally, it would recommend that the foundation's design be a minimum centre-to-centre spacing of three pile diameters to allow overloading of the test pile. Ultimately, the report will recommend a lot of tests on the soil, the groundwater, the use of the right equipment by the contractor in drilling to achieve the recommended elevations. This will ensure that the proposed development's overall design be parallel to the geotechnical report given in terms of its foundation and design.
A wind report was meant to determine the wind loads for the design of the exterior envelope of the structure that includes cladding, components, and cladding systems. This report will recommend the alteration in the design in catering for internal pressures to mitigate breakages and openings. Additionally, the overall design should compensate for differential wind pressures on the residential balcony, open terraces, and accessible roof areas guardrails. This report will the designer on the proposed development design in correspondence to wind speed measurements thus how the proposed development will affect the local conditions in the pedestrian areas and use the recommended ways to minimize adverse effects. The overall design is expected to gauge wind comfort and safety in pedestrian areas such as building entrances, public sidewalks, and accessible terraces and amenity spaces. Moreover, the overall design should mention how ameliorated wind conditions can be achieved, through the use of various hard and soft landscape elements such as landscaping, use of windscreens or tall guardrails or canopies, etc.
The elevator analysis report determines the possible number of elevators, the capacity (kg), and speed (ft/min or m/s) to efficiently leverage a 5-minute, heavy, 2-way traffic period based on the hotel model. Depending on the hotels underlying business, the peak periods will have the most people and thus being two-way the elevators should be built to accommodate that much traffic without any delays. In such criteria, the design should compensate for the average interval per floor for the elevators and the population capacity that the elevator can handle at a time through those floors. The overall design will have to cater to the types of elevators in accordance to their usage and the number of floor coverage thus will also include the pricing of said elevators. This report will also cater for emergency power backups if and when there’s a power outage therefore, placement of the elevators and their corresponding generators should be included. Additionally, the overall design should have a place for self-evacuation elevators with standby power or an egress stairway for if and when they are needed or an incident arises.
A stormwater discharge report is used to provide essential expert information concerning the approximate tip depth for stormwater discharge. The overall design should cater for the installation of a steel well casing that will help the well penetrate the ground and confine rock layers above tip elevation and evidently, the discharge will have minimum effects on any surface water bodies in the vicinity of the project. Generally, storm, hurricane events, extended drought periods, and construction activities result in uncontrolled largescale fluctuations of various groundwater levels. In that case, it is expected that the groundwater levels at the site will be encountered within the upper 10 to 15 feet of the existing ground surface. Therefore, the overall design should be able to satisfy the FDEP requirements in merits of good depth, however, additional good depth could be catered for to placate discharge capacity requirements. Basically, with this report, the designer will have to embed the perception of stormwater discharge in the overall design to prevent the destruction of the building.
The smoke control rational analysis report outlines the conceptual design for smoke control systems as stipulated within the sixth edition for the FBC under which the building will be designed and permitted. The overall design should feature smoke control systems that include active and passive smoke control systems where the former will include two pressurized exit stair enclosures and floor-to-floor pressure differentials and the latter dictates that there should be the inclusion of the lobby enclosure for fire services and passenger elevators be protected by a smoke curtain. Also, a dedicated smoke zone is separated by passive smoke barriers. The building should be protected by sprinkler and standpipe systems and fire alarm systems. The intent is to ensure the migration of smoke beyond the floor of incidence within the building is impeded thus providing a plausible environment for evacuation or the relocation of occupants beyond the floor of incidence. Also, an important part of the design is to create a smoke-free staging area for firefighters who stage vertically below the floor of incidence.
The fire protection and life safety report are addressing the type of construction, egress means including the lighting and markings, the requirements of a high-rise building, fire protection systems, and the emergency power requirements. The intended purpose is that the architectural drawing design accommodates the fire protection/life safety requirements and constantly update as the design progresses to meet compliance requirements. The overall design will show automatic sprinklers designed per NFPA followed by the major applicable codes such as building, fire prevention/life safety, electrical, mechanical, plumbing, and the major NFPA standards. Besides, the design should be able to classify occupants which are determined on a floor-by-floor basis. The construction type due to occupants’ classification should be included which has to be a type IA (reduced) construction following FBC tables 504.3, 504.4, and 506.2. In terms of egress means, the final design should incorporate maximum exits per floor by the stipulated guidelines, an electrical room exit, boiler or furnace rooms, and other important rooms and exits as required by FBC.
Effects of the reports to proposed development and overall design
The significance of these reports and their analysis is the bottom-line of the proposed development. Geotechnical survey is vital for soil test analysis. The geotechnical engineer examines the density, composition, compaction, stabilization, ground water depth and drainage of the ground. Their price ranges from $1000 -$ 5000 depending on the level of detail. The engineer would have soil bore tests for an average cost of $1000 and add $ 600 to any addons. Subsequently, soil compaction would cost an average cost of $ 115 which will be added to the overall cost of construction. All these tests are necessary before the construction is done to mitigate any future problems; therefore, their cost must include as they are a necessity.
The wind report will tell the designer on how to design a climatically responsive building that caters for wind direction and can be controlled through the interiors. This will play a vital part in the layout and orientation of building spaces. Additionally, the overall design should accommodate the wind, its regions and zones and conditions. the wind report recognizes that the proposed project has to build in a certain way to cater for the wind therefore, budget for the construction has to be increased in terms of proper layer construction and the spaces which will control the wind upon entry. Additionally, wind can be leveraged to power some items in the building; this can definitely lower the price of total power consumption. Therefore, for the installation of micro-turbines, the price will increase.
Fires from residential buildings contribute to financial losses in the construction business and to mitigate such loss, such buildings require low flammability building resources to impede the spread of the fire and also, will aid in the fire suppression systems to stop the fire. Therefore, there is the need of adding fire suppression systems is which will increase the overall cost of project. The installation of fire protection system will vary by type; however, the best systems need the two functionalities where the detection happens first and makes alerts of the location of either fire or smoke and then, the suppression kicks in depending on the incidence until the professionals arrive.
On a broad perspective, the alarm systems include smoke detectors, heat sensors and flame detectors therefore, depending on the number of components installed in every floor to alert that there’s fire, the cost estimate for the proposed project will increase. For instance, the building is considered to have 5 apartments on every floor then the smoke detectors and heat sensors will be installed in every apartment ther

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