Novel prefabricated amphibious building, system and methods thereof

Abstract

A prefabricated monocoque or semi-monocoque shell elevated building structure with a stilted platform for anchoring said structure to the ground and supporting said structure above the ground an overhead frame or mast structure for mounting solar panels, an airgap between the underside of said structure and the ground. Embodiments include a main structural cage with side walls, floor and roof structurally consisting of two sizes of frames; the frames having inserts within comprising panels, windows or openings and independent foundation pillars for supporting the structural cage and steel support legs interconnected between the structural cage and said independent foundation pillars, said steel support legs for transferring load of said structural cage to said independent foundation pillars.

Description

[0001] Title: Novel Prefabricated Amphibious Building, System and Methods thereof. FIELD OF THE INVENTION: The general field of the invention pertains to prefabricated buildings for living and working environments on land and on water. The structures are especially designed to be flood, earthquake, and wind resistant. BACKGROUND: Prefabricated buildings, also known as "modular homes", "prefabricated homes" or manufactured homes, are manufactured at one location and then transported to a destination location. Some types of rapidly erected buildings are built on site, using special rapid building technologies such as on site casting and rapid forming materials. These homes are usually faster to build and cheaper than conventional buildings, thus making them an option of choice for many people. The less time required in manufacturing and ease of shifting is a factor driving the demand for prefabricated homes. The global prefabricated homes market valuation is USD 149.52 Billion in 2022. The market is further expected to surpass a valuation of USD 288.68 Billion by end of 2032. The industry is anticipated to grow with a CAGR of 6.8% in the forecast period. There is much interest in the widespread use of prefabricated homes as an alternative to conventional housing, yet challenges remain, including design, energy and water supply, choice of materials, sustainability, ease of manufacture and transportation to site, resistance to bad weather and versatility. Attempts at providing solutions include the following: US20100183374A1,EWERS JAMES J NEUMANN FRANCIS P Flood / wind resistant building The proposed invention is the building design application of a foundation system that is flood and wind resistant. The foundation system consists of a building superstructure 1, foundation raft assembly 2, and steel pole anchor with bent steel plate guide assembly 3. The foundation raft assembly 2 typically bears on grade 4, but floats at water level 5 during a flood. The steel pole anchor with bent steel plate guide assembly 3 has a shaped bent steel plate that wraps around a steel pole anchor, and attaches to the foundation system corners. US4700514A REINEMAN RICHARD G Title: Monocoque building shell A monocoque building shell is made up of multiple sections of a compound curved shape. Along the axial length of the building the walls and roof are madeup of a repeated smooth wave form, the amplitude of the wave being in proportion to the stresses generated in the shell as a function of its weight and shape and assumed loads such as snow. In the transverse direction the roof is an hyperbolic shape from the roof center to the corner where the shape curves downward into vertical walls. The wall construction is of insulative foam in a sandwich between inner and outer skins of fiberglass. EP3385158A1 ANGELI OMAR Title: Habitable floating structure particularly for temporary stays Translate A habitable floating structure (1) particularly for temporary stays, comprising at least one barge (2) and at least one habitation element (3) preferably chosen from a mobile home, a tent, a prefabricated building and the like. The barge (2) is type-approved as a CE certified craft and is provided with means for fixing to an element preferably chosen from a jetty (A), a mooring buoy, a buoy, an anchor and the like. The habitation element (3) is arranged and conveniently coupled to the top of the barge (2). There is therefore a long felt and unmet need to provide and disclose useful, practical easily erected mobile building structures which are resistant to a wide variety of environmental conditions and terrain, on land and on water. SUMMARY Embodiments of the present invention comprise a prefabricated monocoque or semi- monocoque shell elevated building structure having an elongated monocoque structure shell or semi-monocoque shell parallel to the ground for housing living or working quarters ,a stilted platform for anchoring said structure to the ground and supporting said structure above the ground, an overhead frame or mast structure for mounting solar panels ,an airgap between the underside of said structure and the ground . Further embodiments of the present invention comprise the above mentioned building structure wherein the building structure has a mast arrangement 150 for supporting solar panels 160 or other equipment and accessories. Further embodiments of the present invention comprise the above mentioned building structure wherein the elevated building structure has living / working quarters 110 / 130 extending along the entire length and width of said structure, making maximum use of available space. Further embodiments of the present invention comprise the above mentioned building structure wherein the structure has a water collection system comprising a gutter 280 to channel runoff from the curved surface 270 of said living / working quarters into water storage pipes 290 Further embodiments of the present invention comprise the above mentioned building structure wherein the structure comprises at least one of solar powered water heating system, solar powered water based cooling means, potable water filtration and storage system, and irrigation system, the systems fed at least partially by said water collection system. Further embodiments of the present invention comprise the above mentioned building structure wherein the building structure comprises prefabricated precut beams, columns, connectors and walls suitable for quick customizable assembly. Further embodiments of the present invention comprise the above mentioned building structure wherein the building structure comprises an on board wind turbine for generating electrical power. Further embodiments of the present invention comprise the above mentioned building structure wherein the building structure comprises a mast arrangement 150 for supporting solar panels 160. Further embodiments of the present invention comprise the above mentioned building structure wherein the mast arrangement is configured for telecommunication equipment. Further embodiments of the present invention comprise the above mentioned building structure wherein the elevated building is provided with central or side stairs 140 Further embodiments of the present invention comprise the above mentioned building structure wherein the building structure Further embodiments of the present invention comprise the above mentioned building having the roof of said elevated building provided with a roof garden 170 which may be covered or not, said roof garden may have multilevel growing beds. Further embodiments of the present invention comprise the above mentioned building structure wherein the roof garden 170 comprises modular multilevel or monolevel hothouse modules, greenhouse modules, aeroponic modules, hydroponic modules or any combination thereof Further embodiments of the present invention comprise the above mentioned building structure wherein the building structure has removable walls 180, doors, flaps and windows on the ground floor. Further embodiments of the present invention comprise the above mentioned building structure wherein the building structure has legs, stilts, columns or pillars of said stilted platform configured for flexibility during earthquakes. Further embodiments of the present invention comprise the above mentioned building structure wherein the stilted platform stands upon at least one of the group consisting of stilts, legs, columns or pillars, or any combination thereof. Further embodiments of the present invention comprise the above mentioned building structure wherein the stilts, legs, columns or pillars, may be telescopic, flexible or rigid, hollow or solid. Further embodiments of the present invention comprise the above mentioned building structure wherein the elevated building structure's stilts, legs, columns or pillars, may be configured to be sunk directly into the ground, connected to pads, slabs, anchors, or cables or any combination thereof. Further embodiments of the present invention comprise the above mentioned building structure wherein the elevated building structure's stilts, columns or pillars may be pipe-like for channeling or storing water Further embodiments of the present invention comprise the above mentioned building structure wherein the building structure's stilted platform comprises seismic dampers for earthquake resistance. Further embodiments of the present invention comprise the above mentioned building structure wherein the seismic dampers are selected form the group consisting of viscous dampers, friction dampers, yielding dampers, magnetic dampers, tuned mass dampers, yielding dampers or any combination thereof. Further embodiments of the present invention comprise the above mentioned building structure having caterpillar tracks 190 for propelling said elevated building on land. Further embodiments of the present invention comprise the above mentioned building structure wherein the building structure comprises at least one electric motor for driving said caterpillar tracks. Further embodiments of the present invention comprise the above mentioned building structure wherein the caterpillar tracks are housed within the hull or floatation body of said elevated building structure. Further embodiments of the present invention comprise the above mentioned building structure wherein the elevated building structure has at least one electric motor powered by solar panels or is battery powered. Further embodiments of the present invention comprise the above mentioned building structure wherein the elevated building structure is configured for amphibious operations. Further embodiments of the present invention comprise the above mentioned building structure wherein the elevated building structure is configured for floating or travelling in water, comprising at least one motor driven onboard or outboard propeller 200 for propelling the elevated building structure in water. Further embodiments of the present invention comprise the elevated building structure having a conventional hull configuration for travelling in water. Further embodiments of the present invention comprise the above mentioned building structure comprising two hulls configured to be submerged at all times below the waterline 260 during normal waterborne operations in a Small Waterplane Area Twin Hull or SWATH configuration. Further embodiments of the present invention comprise the above mentioned elevated building structure wherein the propeller is configured to charge batteries of te elevated building structure when the propeller is in free wheeling mode or propulsion mode. Further embodiments of the present invention comprise the above mentioned building structure wherein the building structure has connecting elements for connecting more than one said elevated building structure to another. Further embodiments of the present invention comprise the above mentioned building structure wherein the building structure is rigged with sails configurable in at least one of the group selected from Broad Reach, Close Reach, Close Haul, running downwind, multiple sails, Kite rigged mode. Further embodiments of the present invention comprise the above mentioned building structure provided with a post- hole auger-like shaft 441comprising spiral diggers 442 horizontal stabilizers 443 for sinking into the ground and connection link 444 for coupling with said structure above ground. Yet further embodiments of the present invention comprise the above mentioned building structure wherein the structure is frameless. BRIEF DESCRIPTION OF THE EMBODIMENTS Fig 1 is a longitudinal side -on view of a prefabricated monocoque shell elevated building according to the core principles of the present invention. Fig 2 is a schematic front end view of the above mentioned prefabricated monocoque shell elevated building. Fig 3 is a perspective view of the above mentioned prefabricated monocoque shell elevated building. Fig 4 is a schematic longitudinal side view of the above mentioned prefabricated monocoque shell elevated building with a mast arrangement 150 supporting solar panels 160. Fig 5 is an overhead plan view of the above mentioned prefabricated monocoque shell elevated building with a staircase. Fig 6 is a perspective view of the above mentioned prefabricated monocoque shell elevated building with living / working 11 / 130 quarters. Fig 7 shows the front view of the above mentioned prefabricated monocoque shell elevated building. Fig 8 is a side longitudinal view with caterpillar track 190 for propelling the aforementioned prefabricated monocoque shell elevated building on land. Fig 9 is a side longitudinal view of a watergoing embodiment of the aforementioned prefabricated monocoque shell elevated building in SWATH configuration with a propeller 200 for travelling in water. Fig 10 is a schematic view of the aforementioned prefabricated monocoque shell elevated building in SWATH configuration with 220 or without sail 220 Fig 11 is a schematic illustration of sails 300 in Broad Reach configuration. Fig 12 is a schematic illustration of sails 300 in Close Reach configuration Fig 13 is a schematic illustration of sails 300 in Close-hauled configuration Fig 15 is a schematic illustration of sails 300 in running downwind configuration Fig 16 is a schematic illustration of sails 300 in a kite configuration Fig 17 is a top view of sail 300 in a kite configuration Fig 18 is a schematic illustration of sail 300 in side view of a kite configuration Fig 19 is a perspective illustration of sails arranged in longitudinal series 300 Fig 20 is a schematic illustration of a water collection system. Fig 21 is a perspective view of a module of the present invention illustrating an external water pipe configuration for providing aircooled water to the air conditioning system Fig 22 is a perspective view of a multilevel garden as a module of the present invention. Fig 23 is a side on view of a multilevel garden as a module of the present invention. Fig 24 is a schematic view of a watergoing embodiment of the prefabricated shell elevated building structure in kite formation illustrating the resistance to capsize provided by the kite structure. Fig.25 is a schematic view of an embodiment of the present invention namely a single prefabricate wind resistant modular ISO building Fig 26 is a schematic view of an embodiment of the present invention namely a single prefabricate wind resistant modular ISO building Fig 27 is a schematic view of an embodiment of the present invention namely an overhead view a single prefabricate wind resistant modular ISO building Fig 28 is a schematic view of an embodiment of the present invention namely a side view of a single prefabricate wind resistant modular ISO building Fig 29 is a schematic view of an embodiment of the present invention namely schematic views of different arrangements, groups or clusters of prefabricate wind resistant modular ISO buildings. Fig 30 is a schematic view of an embodiment of the present invention namely an overhead view of outer perimeter of floor or roof plan made of only two sizes of frames. Fig 31 is a schematic view of an embodiment of the present invention namely a vertical wall made of only two sizes of frames Fig 32 is a schematic view of an embodiment of the present invention namely two corners of a vertical wall connected together. Fig 33 is a schematic view of an embodiment of the present invention namely different types of inserts in frames. Fig 34 discloses an aspect of the present invention namely blockchain. Fig 35 discloses a further aspect of the present invention namely software. Fig 35 discloses a further aspect of the present invention namely predictive maintenance. DETAILED DESCRIPTION OF THE EMBODIMENTS The following detailed description of embodiments of the invention makes reference to the accompanying drawings in which like references indicate similar elements, showing by way of illustration specific embodiments of practicing the invention. Description of these embodiments is in sufficient detail to enable those skilled in the art to practice the invention. One skilled in the art understands that other embodiments may be utilized and that logical, mechanical, electrical, functional and other changes may be made without departing from the scope of the present invention. The following detailed description is, therefore, not to be taken in a limiting sense, and the scope of the present invention is defined only by the appended claims. The present invention discloses a new light construction methodology based upon an assembly line of lego -like pieces of composite materials, by which we mean the pieces are standardized and easily fitted together pieces. The technology can save costs of current light work construction existing approaches in assembly, shipment, installment, manufacturing, and maintenance Since light construction is the wave of the Future, the present invention offers great potential for cheaper faster, and more durable housing. The present invention discloses a prefabricated, easily transportable, self contained unit, usable as a mobile home or office. Embodiments of the invention can be, for example, a wide, bright portable loft structure of approximately 140 square meters on one level with an attic of the same size. The interior floor plan can be divided according to specific needs and customized to the owners design aesthetic. The unit is provided with the facility to float on water or to secure on land as a structure on pillars. The disclosed prefabricated unit has many applications and can be used as a residence, for sailing, as a vacation home, as an amphibious house for flood areas or as a low-maintenance business solution. The units are structured to withstand years of use at sea and on land, even in extreme weather conditions. In some embodiments of the invention, the units may be interconnected in a modular fashion. A core embodiment of the invention is a prefabricated monocoque shell elevated building. The building is constructed of the following: An elongated monocoque structure parallel to the ground for housing living or working quarters. The elongated monocoque structure can be framed or frameless. A stilted platform for anchoring said structure to the ground and supporting said structure above the ground An overhead frame or mast structure for mounting solar panels, and / or telecommunication equipment and other accessories. The elevated structure has an airgap between the floor and the ground. The outer floor of the monocoque structure is optimally designed to resist the increased wind pressure under the floor of the monocoque shell during high wind through the air gap. Reference is now made to fig 1, showing a longitudinal side on view of a building according to the core principles of the present invention. The building comprises a monocoque structure 110 / 130 for housing living or working quarters. The monocoque stands upon stilted platforms 120 which are easily erected and sunk into the ground for appropriate anchoring. The platform stands upon stilts, legs, columns or pillars which may be telescopic, flexible or rigid, hollow or not. The stilts, columns or pillars may be pipe-like for channeling or storing water. The stilts, legs, columns or pillars may be sunk directly into the ground, and / or connected to pads, slabs, anchors, cables. Reference is now made to fig 2 showing the front end view of the above mentioned prefabricated monocoque shell elevated building. A retractable staircase 140 is provided. Reference is now made to fig 3 showing a perspective view of the above mentioned prefabricated monocoque shell elevated building. Living / working 110 / 130 quarters are shown. It should be noted that the Living / working extend along the entire length of the above ground structure, making maximum use of available space. Reference is now made to fig 4 showing a longitudinal side view of above mentioned prefabricated monocoque shell elevated building with a mast arrangement 150 supporting solar panels 160. Reference is now made to fig 5 showing an overhead plan view of the present invention. The central stairs 140 can be seen and 2 sets of solar panels 160 Reference is now made to fig 6 showing a perspective view of the above mentioned prefabricated monocoque shell elevated building. Living / working 110 / 130 quarters are shown. The mast arrangement 150 supporting solar panels 160 is shown In some embodiments of the present invention additional modules can be added to the roof of the living / working quarters110 / 130. These modules can be additional living quarters, working quarters, recreational quarters for sun bathing, swimming pool, viewing studio, self- sustaining aerial roof kitchen garden, hothouse, or greenhouse. 170 is shown. Removable walls 180, doors, flaps and windows are shown surrounding the ground floor. Reference is now made to fig 7 showing the front view of the above mentioned prefabricated monocoque shell elevated building. Reference is now made to fig 8 showing a side longitudinal view with caterpillar track 190 for propelling the aforementioned prefabricated monocoque shell elevated building on land. This is useful for moving amphibious variants of the present invention from the sandy shore to the sea. When not in operation, the caterpillar track is housed within the hull or floatation body 230. Wall and floor sections of the hull or floatation body 230 can be opened in order for the caterpillar track 190 to engage with the ground. It is herein acknowledged that the drive 210 of the caterpillar track in some embodiments of the present invention is an electric motor at least partially powered by electricity from the solar panels. Another novel aspect of the present invention is that amphibious embodiments have living and working quarters extending the length and breadth of the above surface section of the structure. It is herein referenced that amphibious, waterborne, watergoing , seagoing, riverine and aquatic embodiments of the present invention can be termed as craft, vessels or boats as well as above mentioned prefabricated monocoque or semimonocoque shell elevated building. Reference is now made to fig 9 showing a side longitudinal view with a propeller 200 for propelling the aforementioned prefabricated monocoque shell elevated building in water. In some embodiments of the present invention the propeller is at least partially powered by electricity from the solar panels. Reference is now made to fig 10 showing a watergoing embodiment of the present invention, and it is herein acknowledged that, in some embodiments of the invention the prefabricated monocoque shell elevated building may travel directly on water without being supported by stilts or pillars. In this embodiment, the prefabricated monocoque shell elevated building provided with two hulls configured to be submerged at all times below the waterline 260 during normal operations. Such a configuration is known as a Small Waterplane Area Twin Hull or SWATH configuration. The twin-hull design provides a stable platform and large, broad decks. Compared with conventional catamarans, SWATH vessels have more surface drag, but less wave drag and is less sensitive to choppy waters. They are less susceptible to wave motion, and this is an advantage when the main occupation of the inhabitants of the waterborne prefabricated monocoque shell elevated building is not active sailing, but general living activities and working. Reference is now made to fig.11 showing embodiments of the present invention with 220 or 220. The hulls are below the waterline in the SWATH configuration. Aquatic, waterborne, amphibious, riverine, marine or sea going embodiments of the present invention may have stilts, legs, columns or pillars connected to hulls, floats, anchors or buoys which may be in SWATH configuration or not. In some embodiments of the present invention the living / working quarters are buoyant and can be detached for the platforms and drift or drive in water. This is particularly useful in the case of an area that is suddenly flooded. In some watergoing embodiments of the invention there are four sailing masts, one at each corner of the craft. The disposition of the four sails are useful for maneuverability, speed, and harnessing wind power, and are described below as non- limiting examples. Fig 12 is a schematic illustration of sails 300 in Broad Reach configuration, in which the sail is transitioning to primarily propelling the craft with drag with the wind behind the sail. Fig 13 is a schematic illustration of sails 300 in Close Reach configuration, in which the sail generates lift to power the craft. Fig 14 is a schematic illustration of sails 300 in Close-hauled configuration where the craft is sailing as close to the wind as its sails can generate lift (like a wing) to power the craft. Fig 15 is a schematic illustration of sails 300 configuration when the craft is running down- wind where the craft has the wind coming from behind, perpendicular to the sail, and generating power through drag. Fig 16 is a schematic illustration of sails 300 in a kite rig configuration. It is herein acknowledged that some embodiments of the present invention can have sails rigged in Kite mode. This type of sail arrangement is described below: In some embodiments of the present invention Kite rigs are used as wind-assisted propulsion systems for propelling the waterborne prefabricated monocoque shell elevated building. Kite sails are flown from kite control lines, held at an angle to the wind. The kite control lines may be attached to the masts or other parts of the building. An advantage of the kite rigging in the present invention is that the building may sail upwind by tacking. The kite develops lift and drag, pulling the building. The vector of the kite's pull is added to the forces produced by the vessel (water resistance against the hull, force of wheels against the ground, etc.) to move the vessel in the desired direction. Windspeed increases with height, allowing kites to develop substantially more thrust per unit area than a conventional sail. Winds are also steadier and less turbulent higher up. Kites may be adjusted with respect to the wind, manually or by an automated system. A kite cannot stay aloft when there is no wind, and must be re-launched. Fig 17 is a top view of an embodiment of the present invention with kite rigged sail, and fig 18 is a side view. Fig 19 is a perspective illustration of sails arranged in longitudinal series 300 Fig 20 illustrates an external water pipe configuration for providing aircooled water to the air conditioning system in an embodiment of the present invention, showing the run-off surface to the gutter 280 and then into the water collection pipes 200. Fig 21 is a perspective view of a unique wind power based air cooling and air conditioning arrangement using the wind power generated by the sails 300. A spiral or serpentine water piping system 320 runs up and down the mast with pipes running into the living quarters of the craft. Wind, directed by the sail, is directed onto the piping system 320 and cools the water in the pipe, with no use of external fossil fuel energy needed. It is herein acknowledged that this wind power based air conditioning system can be fitted to terrestrial, watergoing or amphibious embodiments of the present invention. It is further herein acknowledged that the above mentioned wind power based air conditioning system may be augmented by solar powered or battery powered pumps. It is further acknowledged herein that in some embodiments of the present invention wind powered turbines providing a power source, may be installed on the terrestrial, amphibious and waterborne embodiments prefabricated building of the present invention. Reference is now made to the unique anchoring technology of embodiments of the present invention. Depending on the type of ground that the building is to located, an efficient, strong and easily assemble to use anchoring and foundation assembly method is used: As shown in fig 22, a rigid or semi rigid sleeve 241 is sunk into a hollow bore in the ground. A post hole auger-like shaft 242 comprising spiral diggers 244 horizontal stabilizers 245 and connection link 246 is placed in the hollow bore until most of the shaft is submerged, leaving only the connection link (for coupling to the above ground. Concrete or other material is poured into the bore, allowed to set or settle, and the connection link is coupled to the above ground pillars upon which the building stands. In other embodiments of the invention the auger-like shaft extends above ground and is directly coupled to the building. In some embodiments of the invention the shaft may be screwed, manually or with the aid of a drill, into loose sandy soil directly, without making a bore hole. Fig 23 illustrate a multilevel sectioned 410 roof garden 400 which can be located on the roof of the prefabricated building. Removable enclosures may be placed around the garden sections and upon the roof, as required. Reference is now made to Fig 24, a watergoing embodiment of the prefabricated shell elevated building structure in kite formation illustrating the resistance to capsize provided by the kite structure. It can be seen that rising air 510, or air trapped within the kite structure provides resistance to side winds or currents which would cause the structure to capsize. Technological innovations incorporated in embodiments of the present invention: Reference is herein made to the use of composite materials for all parts of the house - inside and outside, for all the accessories and facilities of the house. Resistance to storm and wind damage: The living quarters of the present invention is elevated upon at least one stilted platform 120, to reduce the adverse effects of flooding and heavy snow. By elevating the structure and creating air gap underneath the floor, the wind velocity increases and the aerodynamics change resulting in varying wind loading and pressure distribution that are different from a structure laid upon the ground. The underside of the building is aerodynamically designed to take the high velocity wind conditions into account. Earthquake resistance As mentioned above, the living quarters stands upon pillars or stilts. In some embodiments the pillars or stilts are configured for flexibility during earthquakes. In some embodiments of the invention concrete columns deep in the ground form bases for the four legs of the structure. Mechanisms and configurations for earthquake resistance may include any or all of the following: Construction from materials with ductile material which can undergo large deformations without failing so that the structure can endure large lateral displacements imposed by ground shaking such as those in an earthquake or abrupt ground disturbance. In some embodiments of the invention the structure is mounted on pads that separate the building from the ground. As the pads move, the building stays substantially still during seismic events. In other embodiments of the present invention a solid foundation slab made of reinforced concrete and crisscrossing strips is placed atop an intermediate cushion of sand. In other embodiments graphene coating on the upper surface of the pads may be used. In some embodiments seismic dampers are used to absorb destructive energy. Seismic Dampers are used in damping the oscillations of a building during an earthquake. There are many types of dampers for buildings, and damping through friction tends to be one of the most efficient methods of dissipating seismic energy. The friction damper operates by dissipating kinetic energy through friction. Several types of seismic dampers are in use, namely viscous damper, friction damper, yielding damper, magnetic damper, and tuned mass damper yielding dampers. In some embodiments of the present invention, as in fig xxxx the walls on the ground floor can detach from the columns in high winds, snow movement, or floods to preserve the integrity and location of the main living / workers quarters structure In some embodiments of the present invention the structure is hydrodynamically configured to be tsunami-proof through its design integrity, and will withstand and survive the forces of a tsunami wave or extreme storm surge. The main structure can be detached from the stilts and platforms during a flood for safe buoyancy and floatation. Propellers can move the structure through the water. Embodiments of the structure are adapted to be towed on land or water. The composition of the materials and the cast construction inside the shell are selected to provide resistance to extremely heavy loads, insulation from fire, noise, heat and cold. Exemplary Calculations of wind forces on building structures of the present invention. Calculation of wind forces on a structure The following is a calculation of wind forces on a structure standing on land according to Israeli standard 414, based on: EN 1991-1-2005 Eurocode 1 Actions on structures – Part 1-4 General Actions –Wind actions CEN European committee for standardization.2005 The structure is substantially as described in the figs.1-12 and is composed of the appropriate materials. Overall Length 15 m Maximum width 9 m The height of the structure 5 m The height of the bottom of the building above the ground 3 m Calculation of wind forces Maximum wind speed = 35 m / s Wind promoter in a short time = 1.5 Vn = An (Vb) **Bn Vn = Average wind speed for 10 minutes, calculated to return n of years. Vb = Attribution speed of the wind. An , Bn = Coefficients depending on the n years: For a wind that blows once in 50 years An = 1 , Bn = 1 V50 = Vb = 35 * 1.5 = 52.5 m / s Remarks: This wind is appropriate to Saffir – Simpson Hurricane Wind Scale Category 3. This wind is appropriate as well to representative Table 1:

[0002] Wind pressure qb = V² / 1.6 = 52.5² / 1.6 = 1722 N / m² An area facing the wind A1 = 40 m² Side areas A2 = 42 m² surface area A3 = 135 m² Coefficient of exposure Ce ( Ze) = 1.33 Structural coefficient CsCd = 0.82 Coefficient of aerodynamic forces for very rough terrain Cf = 0.04 The force acting perpendicular to the long surface F1 = qb A1 = 1722 x 135 = 232,470 kN = 24 Ton The force acting on the sides of the installation F2 = qb * Ce ( Ze) * CsCb *Cf *A2 = 1722 x 1.33 x 0.82 x 0.04 x 42 = 3155 kN = 322 Ton The force acting across the facility F3 = qb * Ce ( Ze) * CsCb *Cf * A3 = 1722 x 1.33 x 0.82 x 0.04 x 135 = 10140 kN = 1033 Ton The general horizontal force acting Ft = F1 + F2 + F3 = 24 + 322 + 1033 = 1379 Ton Calculating the stress Definitions: σy - The allowable stress in the material σw - The stress due to wind forces σp - The stress due to the self-weight σt - The general stress in the material M - The torque of the wind forces Y - Half the thickness of the supporting column I - The moment of inertia of the column cross section A - The cross-sectional area of the page L - Arm length for torque calculation N - Number of columns W – The weight of the structure M = Ft * L σw = M Y / I / N σp = W / A / N σt = σw + σp The interior accessories are of modular design of prefabricated precut beams, columns, connectors and walls suitable for quick assembly, including toilets and kitchen etc so that the entire interior space is divided and customizable. Embodiments of the present invention comprise masts connected to each other which can be used to increase the volume of living space with closure in the sail fabric, to store rain water and dew for circulating heating and cooling air, drinking and cooling and heating water and the supplying to self sustaining garden or greenhouse facilities on the structure. In some embodiments of the invention, apertures are provided in ceiling of the living / working quarters for the entry of sunlight, including independent lighting, heating and charging devices. Solar panels are provided for economical day lighting and indoor and outdoor night lighting. Solar energy from the panels is used to charge storage batteries for powering turbines, pumps, heating, refrigeration. The building is equipped for transferring various data from the building, mobile smart home command, fire alarm, vibration sensors for control (to maintain children on board, burglary alert and more). Light sensors and cameras may also be provided. Accessories for off-grid living are adapted to the structure for example a greenhouse to which more units can be added for growing vegetables It is apparent from the embodiments herein exemplified that the structure of the present invention can be adapted in several ways: The structure can be terrestrial and river and sea going. The marine and aquatic attachments and legs can be assembled and disassembled unlimited times. The structure may be adapted for floating in very shallow water and also for sailing in deeper waters. On each side of the structure, the legs 120 may be covered with a hydrodynamic cover that enables them to function as a fin 120a, to the bottom of which can be added a flotation body 230. Such a structure allows exceptional stability in waves. Each propeller (right and left) has a separate control so turning one back and the other forward allows the boat to turn In some water going and amphibious embodiments the structure has two engines (electric / diesel hybrids) so that the structure can move with one engine that operates two or one propellers. The water going structure may have 4 masts and square sails for ease of operation and exceptional resistance to overturning. The construction, configured to absorption of solar, wind and water energy – while sailing under the power of sails or mooring in the current, allows storing electricity from movement of the propellers that rotate in the current created. Solar panels may be attached to the sails to generate electricity. Rotors may be attached to the masts to absorb the wind coming out of the sails and generate electrical power. Described herein is an embodiment of the present invention; being a house constructed with the components and methods of the present invention. The house fig 25 is constructed from 7 basic parts namely: Large wall units #1 Small wall units # 2 Floor Units # 3 Roof Units # 4 Concrete and Steel foundation # 5 Steel support legs # 6 Leg covers # 7 Fig 26 is a 3D view of the house which is formed by a structural cage ( ) . The cage is made of frames of only 2 sizes, a large frame and a small frame. In this example the dimensions and drawings of the frames are: 315X 225 / 146 x 225 Floor / Ceiling Plates (frames) 310 x 280 / 140 x 280 Wallplates (frames) For example (See attached photo #1) - To create a house that measures 16.5 x 9 x 2.8m (1500 Sq Ft), you can use combinations like (5x310) x {310 + (4x140)} OR {(4x310)+(2x140)} x {(2x310 + (2x140)} Fig.26 is a schematic 3D view of the exemplary house. The main structural cage 2605 is made up of only two sizes of frames; a small frame 2601 and a large frame 2602. These frames can be filled with tiles or windows of any shape or material according to design intentions, as exemplarily depicted in 2601, having a lower half filled with an opaque tile and an upper half comprising a window. In 2602 the large frame is filled with smaller tiles. The aforementioned structural cage rests upon steel load bearing legs 2608 transferring the weight of the structure to the concrete and steel foundation grounding pillars 2711. The load bearing legs are covered with elliptical covers 2610 for, in this case, weather protection and aerodynamic stability. Stairs 2607 and balcony 2606 are made up of the aforementioned small or large frames as required. Fig 27 shows an overhead plan view of the exemplary house; 2701 is a small frame and 2702 is the large frame.2703 is the space within the large frame for the stairs.2704 shows a beam which makes up the frames. The elliptical cover is shown in 2705.Outer stairs 2706 and balcony 2707 are shown. Fig.28 shows a side on view of the exemplary house comprising a structural cage 2801 with stairs 2803 to the ground. The cage rests on the steel load bearing legs 2802 which transfer weight to the foundations made up of steel foundation grounding pillars 2804, 2805. It is an important feature of the exemplary house that the aforementioned steel load bearing legs 2802 and foundations made up of steel foundation grounding pillars 2804, 2805 are independent of each other and are connected independently to the structural cage 2801. In this way the house can be erected on uneven ground by sinking each of the steel foundation grounding pillars 2804, 2805 into the appropriate position on site. There is no need to scoop out or excavate a large area and pour a concrete slab to support the entire structure as is done in current housebuilding practice. Fig 29 shows exemplary embodiments 2901.2902, 2903 of a variety of arrangements of the aforementioned houses which can be clustered together on almost any terrain multi level, terraced, horizontally level or uneven. Fig 30 shows an exemplary layout of the sizes of the frames used in some embodiments to make up the structural cage: In 3001, the outer beams of the cage are of standard lengths 310 cms or 140 cms.3002 shows how the two sizes of frames can be arranged. Fig 31 is a close 3D view of a section of a vertical side frame of the structural cage comprising horizontal cross beams 3101; vertical beams 3102; small frame with window 3103; small frame with wall panel 3106; large frame with window 3104 and large frame with wall panel 3105. Fig 32 is a close 3D view of a portion of two vertical side frames of the structural cage comprising horizontal cross beams 3201 joined to each other at their ends and vertical beams 3202 joined to each other along their lengths in parallel. Fig.33 shows different arrangements of the two sizes of frames used in the structural cage: a small frame with two wall panels 3303, a small frame enclosing an empty space 3304, a large frame enclosing an empty space 3305, a large frame with a round porthole style window 3306, a large frame with small ceramic decorative tiles and glass translucent tiles 3307. It will be apparent from the above that the exemplary house of the present invention has the following characteristics, enabled by the herein described components, embodiments, systems and methods; Important points are: The house may be erected simply and rapidly with no process separation between the parts of the house contributing to the construction and any additions to the walls, floor or ceiling. The only necessary parts of the house are the two sizes of frames, load bearing legs and the grounding pillars. Only two sizes of frames are needed to make many combinations of house plans and layouts; including walls, roofs, internal rooms, balconies and stairs. The two sizes of frames can provide endless combinations of wall panels, windows, floor panels, floor plans, room plans, ceilings and shapes and sizes, widths, heights and volumes of structural frames. Added modular construction can be added after erection of the original house allowing for growth by attaching new sizes and shapes of parts. The house system can be used to create floors one on top of the other, or side by side, or any combination to create any shape of an apartment block, a multi-level villa, or a large tall building with different internal spaces. Materials used in the construction of the house may include: Reinforced Matrix Fibres, Glass (fibreglass) Carbon (carbon / kevlar fibre), Aramid (long- chain polyamide fiber), Basalt (volcanic rock powder) Polymers of various types, Epoxy resin, Polydicyclopentadiene and any combination thereof. Methods used can include Polyimide Reinforcement Methods, Resin Infusion, Contact Moulding (Hand Layup), RTM & Light RTM, Silicon Bagging, Vacuum Bagging Compound These materials and others are selected for long-term cost-effectiveness. Any finish or style can be provided with Anisotropic - Limitless directionality. There are an almost infinite number of material combinations used in building the house of the present invention. Materials can be selected for any design and engineering requirement such as acoustic capabilities, resistance to external weather conditions and aesthetic considerations. All of the assembly of the house at the site is very simple and rapid: All of the seven categories of parts can be brought to the site. The independent steel and concrete foundation grounding pillars can be assembled and sunk into the ground with the minimum of ground clearing while the structural cage is assembled on or near site contemporaneously , thus saving time and expense. A computerized method for planning, organizing and executing the logistics and assembly of a prefabricated building on site or off site. Reference is now made to a single prefabricate wind resistant modular ISO building comprising: a main structural cage 2605. The cage has structural components comprising side walls, floor and roof structurally consisting of only two sizes of frames; a small frame 2601 and a large frame 2602,. The frames comprise horizontal cross beams and vertical beams at right angles to each other. They can be fixed by screws, bolts, adhesives, light welding or any other conventional fixtures or means of fixing. The structure further comprises wall units of at least one small frame and / or large frame, floor units comprising at least one of small frame and / or large frame, roof units comprising at least one of said small frame and / or large frame. The frames may have having inserts within, comprising panels, windows or openings. The building or house does not need conventional foundations, but instead rests on independent foundation pillars for supporting the main structural cage. There are steel support legs interconnected between the structural cage and the independent foundation pillars for transferring load of said structural cage to the aforementioned independent foundation pillars. It should be noted that great advantages are bestowed by the use of the independent foundation pillars of the present invention: The buildings can be inhabited off grid; there is no need to wait for infrastructural development of the area. The house may be excavated at any time post construction and water, sewage and electricity connections and hook ups to grids or mini grids or other infrastructure can be made easily, since three is no large concrete plate / slab or apron under the building. The building requires very little area to be excavated compared to conventional foundations The building can be easily placed on uneven ground, on slopes or terraces and each independent foundation pillar can be selected for the height and depth required. On one building plot the quality and nature of the ground may be different from one section of ground under the building from the another; one corner of the building may be on rocky terrain, another corner may be on sandy soil or poor drainage ground and the independent foundation pillars may be adjusted accordingly. The load transferring steel support legs may be housed within elliptical- like aerodynamic weather-proof covers in locations where high winds are expected. The panels used to fill in the frames may be decorative or functional or both, and are selected from the group consisting of tiles, pantiles, sheets, slabs, slates, panels or shingles or any combination thereof . For example, the stairs of the single prefabricate wind resistant modular are made of a plurality of frames wherein the step riser and step tread comprises frames with inserted panels of appropriate material . In embodiments where the building comprises a balcony floor 2707, the floor comprises a horizontal frame with at least one inserted panel projecting from said main structural cage. In embodiments where the building comprises a balcony roof 2707 the roof comprises a horizontal frame with at least one inserted panel projecting from the main structural cage. In embodiments of the present invention the single prefabricate wind resistant modular ISO building has a structural cage comprising walls of vertical side frames and horizontal roof and floor frames. In other embodiments of the present invention a kit is provided for assembling a house. The kit comprising structural components or sub components for orthogonal wall frames, a roof frame, a floor frame. All frames provided consist of two predetermined sizes, attachable to each other to form a structural cage. The kit may further comprise inserts for installing within frames. The inserts may be panels, windows or openings. The kit may also be provided with independent foundation pillars for supporting the main structural cage and steel support legs interconnected between the structural cage and independent foundation pillars. As previously mentioned there are steel support legs for transferring load of said structural cage to the independent foundation pillars. The kit is provided with instructions for assembly on site. In some embodiments of the present invention the kit comprises a balcony floor 2707 comprising a horizontal frame with at least one inserted panel configured for projecting from said main structural cage. In some embodiments of the present invention. The kit comprises a balcony roof 2707 comprising a horizontal frame with at least one inserted panel configures for projecting from the main structural cage. It is herein acknowledged and described in fig 34 that it is within the scope of the present invention to provide a system for planning, manufacturing, delivering, erecting and post construction monitoring of a customized single prefabricate wind resistant modular ISO building on a plot of land comprising a computer-usable medium having a sequence of instructions which, when executed by a processor, causes the processor to execute a plan for manufacturing, delivering and erecting the customized single prefabricate wind resistant modular ISO building on the plot of land. The instructions comprise receiving information concerning topographical, geological, soil, regulatory, cadastral, land use, zoning data, receiving information 3401 concerning the intended building plan including building footprint, structure footprint, site plan, floor plan, use, infrastructure, energy grid, sewage, date of availability of the plot, target date for completion of on- site construction, calculating and designing the structure 3402 of said building. All structural and foundational components required are selected from the group consisting of Large wall units, Small wall units, Floor Units Roof Units Concrete and Steel foundation Steel support legs, Leg covers, frame sizes, fixtures, panel inserts, openings, stairs and windows. The instructions include obtaining availability and onsite delivery 3403 of the components. The instructions also include providing a software generated project schedule visualization 3404, obtaining approval 3405 from client for said schedule, ordering from manufacturer and service providers 3406 in accordance with the approval from the client and implementing transactions 3407 along the project supply chain by means of smart contracts along the blockchain. In certain embodiments of the present invention the aforementioned software generated project schedule visualization is selected from the group consisting of Gantt Charts, Line of Balance, Quantitative Scheduling, Programme Evaluation and Review Technique (PERT), Last Planner System (LPS), Critical Path Method, work Breakdown Structure or any combination thereof. In further embodiments of the present invention the computer usable medium has a sequence of instructions which, when executed by a processor, causes said processor to receive a received specification for said customized building said specification including the dimensions of the structural and foundational components, modularizing the specification for prefabrication into modules and meeting overall length, width, and height limitations and requirements. In some embodiments of the present invention there is provided a programmable manufacturing controller coupled to the computer-usable medium. This controller is configured to generate instructions for manufacturing optimized modules having the plurality of components identified in the specification received by the computer-usable medium. In further embodiments of the present invention there is a set of robotic tools coupled to the aforementioned programmable manufacturing controller configured to execute the instructions generated by the programmable manufacturing controller for building the optimized modules having the specified plurality, quantity, dimensions , materials and type of structural and foundational components. In further embodiments of the present invention the computer usable medium has a sequence of instructions which, when executed by a processor, causes the processor 3501 to receive data from sensors 3502 on the building components concerning the erected building during use of the building. The data is selected from the group consisting of internal and / or external micro-environment, vibration, noise, corrosion, rust, wear, friction, fatigue, breakage, sinking, subsidence, misalignment, leakage, dampness, humidity or fungal or vegetation damage to said building said data being outputted to a remote building management system 3503 for early identification of structural repair scheduling and spare parts ordering 3504. In further embodiments of the present invention the processor receives data from a plurality of individual said prefabricated wind resistant modular buildings and the data may be transferred to a building management system with predictive machine learning capabilities for outputting fault predictions and recommending avoidance, repair or replacement actions. In further embodiments of the present invention there is provided a system for planning, ordering, transporting, assembling, and testing kits for prefabricate wind resistant modular ISO buildings comprising a computer-usable medium having a sequence of instructions which, when executed by a processor, causes said processor to execute a programme determining the required number and types of said buildings based on demand, purpose, and available resources; identifying 3601 a location for assembly meeting infrastructure requirements defining 3602 standards and regulations including any local conditions or regulations ordering 3603 the required quantity of each structural and foundational components based on the planned number and types of buildings, coordinating 3604 and optimizing delivery of all components to assembly site, allocating 3605 space and resources at said assembly site, monitoring 3606 and recording 3607 assembly instructions provided with said kit, conducting testing 3608 of each said assembled building against predetermined standards, regulations and functionalities, implementing 3609 corrections to defects found during said testing ,documenting 3610 assembly and testing processes for future reference and compliance purposes, obtain 3611 necessary certifications or permits for deploying 3612 assembled building for intended use case, establishing 3613 maintenance schedules monitoring 3614 performance and reliability of the buildings in use operation, collecting 3615 feedback from users and sensors to identify areas for improvement, making 3616 necessary adjustments to the assembly process or design based on said feedback and performance data. While certain aspects of the invention are presented below in certain claim forms, the inventor contemplates the various aspects of the invention in any number of claim forms. Accordingly, the inventor reserves the right to add additional claims after filing the application to pursue such additional claim forms for other aspects of the invention.

Claims

Claims 1. A prefabricated monocoque or semi-monocoque shell elevated building structure comprising a. An elongated monocoque structure shell or semi-monocoque shell parallel to the ground for housing living or working quarters b. a stilted platform for anchoring said structure to the ground and supporting said structure above the ground c. an overhead frame or mast structure for mounting solar panels d. an airgap between the underside of said structure and the ground 2. The elevated building structure of claim 1 wherein said building structure is provided with a mast arrangement 150 for supporting solar panels 160 or other equipment and accessories.

3. The elevated building structure of claim 1 wherein the living / working quarters 110 / 130 extend along the entire length and width of said structure, making maximum use of available space.

4. The elevated building structure of claim 1 wherein said structure has a water collection system comprising a gutter 280 to channel runoff from the curved surface 270 of said living / working quarters into water storage pipes 290 5. The elevated building structure of claim 4 wherein said structure comprises at least one of solar powered water heating system, solar powered water based cooling means, potable water filtration and storage system, and irrigation system, said systems fed at least partially by said water collection system.

6. The elevated building structure of claim 1 comprising of prefabricated precut beams, columns, connectors and walls suitable for quick customizable assembly.

7. The elevated building structure of claim 1 comprising an on board wind turbine for generating electrical power.

8. The elevated building structure of claim 1 wherein said elevated building comprises a mast arrangement 150 for supporting solar panels 160.

9. The elevated building structure of claim 4 wherein said mast arrangement is configured for telecommunication equipment.

10. The elevated building structure of claim 1 wherein said elevated building is provided with central or side stairs 140 11. The elevated building structure of claim 1 wherein roof of said elevated building is provided with a roof garden 170 which may be covered or not, said roof garden may have multilevel growing beds.

12. The elevated building structure of claim 1 said roof garden 170 comprises modular multilevel or monolevel hothouse modules, greenhouse modules, aeroponic modules, hydroponic modules or any combination thereof 13. The elevated building structure of claim 1 wherein said elevated building comprises removable walls 180, doors, flaps and windows on the ground floor.

14. The elevated building structure of claim 1 wherein legs, stilts, columns or pillars of said stilted platform are configured for flexibility during earthquakes.

15. The elevated building structure of claim 1 wherein said stilted platform stands upon at least one of the group consisting of stilts, legs, columns or pillars, or any combination thereof.

16. The elevated building structure of claim 15 wherein said stilts, legs, columns or pillars, may be telescopic, flexible or rigid, hollow or solid.

17. The elevated building structure of claim 15 wherein said stilts, legs, columns or pillars, may be configured to be sunk directly into the ground, connected to pads, slabs, anchors, or cables or any combination thereof.

18. The elevated building structure of claim 14 wherein the stilts, columns or pillars may be pipe-like for channeling or storing water 19. The elevated building structure of claim 1 wherein said stilted platform comprises seismic dampers for earthquake resistance.

20. The elevated building structure of claim 18 wherein said seismic dampers are selected form the group consisting of viscous dampers, friction dampers, yielding dampers, magnetic dampers, tuned mass dampers, yielding dampers or any combination thereof.

21. The elevated building structure of claim 1 wherein said elevated building comprises caterpillar tracks 190 for propelling said elevated building on land.

22. The elevated building structure of claim 20 comprising at least one electric motor for driving said caterpillar tracks.

23. The elevated building structure of claim 21 wherein said caterpillar tracks are housed within the hull or floatation body of said elevated building structure.

24. The elevated building structure of claim 1 wherein said at least one electric motor is powered by said solar panels or is battery powered.

25. The elevated building structure of claim 1 wherein said elevated building is configured for amphibious operations.

26. The elevated building structure of claim 1 wherein said elevated building is configured for floating or travelling in water, comprising at least one motor driven onboard or outboard propeller 200 for propelling said elevated building structure in water.

27. The elevated building structure of claim 26 comprising a conventional hull configuration for travelling in water.

28. The elevated building of claim 25 additionally comprising two hulls configured to be submerged at all times below the waterline 260 during normal waterborne operations in a Small Waterplane Area Twin Hull or SWATH configuration.

29. The elevated building structure of claim 26 wherein said propeller is configured to charge batteries of said elevated building structure when said propeller is in free wheeling mode or propulsion mode.

30. The elevated building structure of claim 1 configured with connecting elements for connecting more than one said elevated building structure to another.

31. The elevated building structure of claim 25 wherein said structure is rigged with sails configurable in at least one of the group selected from Broad Reach, Close Reach, Close Haul, running downwind, multiple sails, Kite rigged mode.

32. The elevated building structure of claim 1 wherein said structure is provided with a post- hole auger-like shaft 441comprising spiral diggers 442 horizontal stabilizers 443 for sinking into the ground and connection link 444 for coupling with said structure above ground.

33. The elevated building structure of claim 1 wherein said structure is frameless.

34. A single prefabricate wind resistant modular ISO building comprising: a main structural cage 2605 with structural components comprising side walls, floor and roof structurally consisting of two sizes of frames; a small frame 2601 and a large frame 2602, said frames comprising horizontal cross beams and vertical beams at right angles to each other said structure further comprising wall units of at least one of said small frame and / or large frame, floor units comprising at least one of said small frame and / or largeframe, roof units comprising at least one of said small frame and / or large frame, said frames having inserts within comprising panels, windows or openings and independent foundation pillars for supporting said main structural cage and steel support legs interconnected between said structural cage and said independent foundation pillars, said steel support legs for transferring load of said structural cage to said independent foundation pillars.

35. The single prefabricate wind resistant modular ISO building of claim 1 wherein said panels are selected from the group consisting of tiles, pantiles, sheets, slabs, slates, panels or shingles or any combination thereof.

36. The single prefabricate wind resistant modular ISO building of claim 1 wherein said steel support legs are housed within elliptical- like aerodynamic weather-proof covers.

37. The single prefabricate wind resistant modular ISO building of claim 1 wherein said building comprises stairs, said stairs comprising a plurality of said frames.

38. The single prefabricate wind resistant modular ISO building of claim 1 wherein the step riser and step tread of said stairs comprises said frame with an inserted panel.

39. The single prefabricate wind resistant modular ISO building of claim 1 wherein said building comprises a balcony floor 2707 comprising an horizontal frame with at least one inserted panel projecting from said main structural cage.

40. The single prefabricate wind resistant modular ISO building of claim 1 wherein said building comprises a balcony roof 2707 comprising a horizontal frame with at least one inserted panel projecting from said main structural cage.

41. The single prefabricate wind resistant modular ISO building of claim 1 wherein said structural cage comprises walls of vertical side frames and horizontal roof and floor frames.

42. A kit for assembling a house comprising structural components comprising orthogonal wall frames, a roof frame, a floor frame, said frames consisting of two predetermined sizes, attachable to each other to form a structural cage said kit further comprising inserts within comprising panels, windows or openings and independent foundation pillars for supporting said main structural cage and steel support legs interconnected between said structural cage and said independent foundation pillars, said steel support legs for transferring load of said structural cage to said independent foundation pillars and instructions for assembly on site.

43. The kit of claim wherein said kit comprises a balcony floor 2707 comprising a horizontal frame with at least one inserted panel configured for projecting from said main structural cage.

44. The kit of claim wherein said kit comprises a balcony roof 2707 comprising a horizontal frame with at least one inserted panel configures for projecting from said main structural cage.

45. A system for planning, manufacturing, delivering, erecting and post construction monitoring of a customized single prefabricate wind resistant modular ISO building on a plot of land comprising: a computer-usable medium having a sequence of instructions which, when executed by a processor, causes said processor to execute a plan for manufacturing, delivering and erecting said customized single prefabricate wind resistant modular ISO building on said plot of land said instructions comprising receiving information concerning topographical, geological, soil, regulatory, cadastral, land use, zoning data, receiving information concerning intended building plan including building footprint, structure footprint, site plan, floor plan, use, infrastructure, energy grid, sewage, date of availability of the plot, target date for completion of on- site construction, calculating and designing the structure of said building including all structural and foundational components required selected from the group consisting of Large wall units, Small wall units, Floor Units Roof Units Concrete and Steel foundation Steel support legs, Leg covers, frame sizes, fixtures, panel inserts, openings, stairs and windows, obtaining availability and onsite delivery of same; providing a software generated project schedule visualization, obtaining approval from client for said schedule, ordering from manufacturer and service providers in accordance with said approval from said client and implementing transactions along the project supply chain by means of smart contracts along the blockchain.

46. The system of claim 45 wherein said software generated project schedule visualization is selected from the group consisting of Gantt Charts, Line of Balance, Quantitative Scheduling, Programme Evaluation and Review Technique (PERT), Last Planner System (LPS), Critical Path Method, work Breakdown Structure or any combination thereof.

47. The system of claim 45 wherein said computer usable medium has a sequence of instructions which, when executed by a processor, causes said processor to receive a received specification for said customized building said specification including thedimensions of said structural and foundational components, modularizing the specification for prefabrication into modules meeting overall length, width, and height limitations and requirements a programmable manufacturing controller coupled to the computer-usable medium and configured to generate instructions for manufacturing said optimized modules having the plurality of components identified in the specification received by the computer-usable medium; and a set of robotic tools coupled to said programmable manufacturing controller configured to execute the instructions generated by the programmable manufacturing controller for building the said optimized modules having the specified plurality of structural and foundational components.

48. The system of claim 45 wherein said computer usable medium has a sequence of instructions which, when executed by a processor, causes said processor to receive data from sensors on said building components concerning the erected building during use of said building, said data selected from the group consisting of internal and / or external micro-environment, vibration, noise, corrosion, rust, wear, friction, fatigue, breakage, sinking, subsidence, misalignment, leakage, dampness, humidity or fungal or vegetation damage to said building said data being outputted to a remote building management system for early identification of structural repair scheduling and spare parts ordering.

49. The system of claim 48 wherein said processor receives data from a plurality of individual said prefabricated wind resistant modular buildings said data being transferred to a building management system with predictive machine learning capabilities for outputting fault predictions and recommending avoidance, repair or replacement actions.

50. A system for planning, ordering, transporting, assembling, and testing kits for prefabricate wind resistant modular ISO buildings comprising a computer-usable medium having a sequence of instructions which, when executed by a processor, causes said processor to execute a programme determining the required number and types of said buildings based on demand, purpose, and available resources; identifying a location for assembly meeting infrastructure requirements defining standards and regulations including any local conditions or regulations ordering the required quantity of each structural and foundational components based on the planned number and types of buildings, coordinating and optimizing delivery of allcomponents to assembly site, allocating space and resources at said assembly site, monitoring and recording assembly instructions provided with said kit, conducting testing of each said assembled building against predetermined standards, regulations and functionalities, implement corrections to defects found during said testing ,documenting assembly and testing processes for future reference and compliance purposes, obtain necessary certifications or permits for deploying assembled building for intended use case, establishing maintenance schedules monitoring performance and reliability of the buildings in use operation, collecting feedback from users and sensors to identify areas for improvement, making necessary adjustments to the assembly process or design based on said feedback and performance data.

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