Building system, concrete or OSB, pour molded or pressed molded, composite panels, trusses, and products, with engineering methods and fasteners, and related transportation, erection, and materials processing equipment

Abstract

Franchised Building Construction System including Factory Concrete Yard or Site Built Semi Trucked Poured or Pressed Gang Molded Components made of Insulated Pumice and/or Styrofoam and/or Fiberglass Concrete or OSB Compositions, Trusses, Floor, Ceiling, and Wall Panels, 4 to 10 ft. Wide by 2 to 80 ft. Long, also New Component Connecting Fasteners, also Concrete and Asphalt Roofing Materials, Rolls and Sections, Poured or Pressed Composite Mobile Homes, Single and Double Wide, also Dimensional Building Materials including Flooring, Siding, and Framing, also Poured or Pressed Sheds, Doors, Windows, Furniture and Cabinets, also related Equipment including a Wire Pulling Rack System, Gantry Crane Mounted on a Truck, Rail Car, or Semi Trailer, with Telescoping Mast and Boom, Elevating Boom, Hydraulic Stabilizers, Pumice Concrete Composite Mixtures and Usages, also a Crane for Rolled Roofing Material Delivery and one for Tree Service and Selective Cut Cellulosic Building Materials Harvesting.

Description

DRAWING DESCRIPTIONS AND SPECIFICATIONS NUMBERED

FIG. 1A. Bottom View of Floor Panel Concrete Composite One Piece Factory Pre-cast or OSB Improved Construction or a Combination of Both, Poured or Pressed Factory Built Crane Set Floor, with Styrofoam Block Filled Insulation Cavities, Panel Dimensions 8′ to 9′ Wide×48′ Long or Longer in Multiple Pieces, 5″ to 9″ Thick, Poured or Molded as One Continuous Piece or Floor Joist Section, Bottom View, Residential/Light Commercial Housing, Concrete Composite or OSB Improved Construction or a Combination of Both, all components of the system will have Embedded Cables, Wires, or Re-bars, as shown by dots in some figures including FIG. 7, items D and I, Factory Built Panels, 4′ to 9′ Wide by 2′ to 48′ Long or Longer in Multiple Pieces Semi Trucked or Site Built Crane Erected Construction. A-1. Side View Exterior of Strength Improving Radius Corners, All Corners of Entire Panel. A-2. Double Thickness Main Beam, Also Side Beams All Four Sides, Approx. 3″×3″ Studs and Plates, Integrated Factory or Jobsite Precast Construction. A-3. Lifting Holes for Mobile Crane during Assembly, 2 to 8 Places as Needed, Top, Center, or Bottom Locations. A-4. 1.5″ to 3″ Thick Molded Studs with reinforcing wires. A-5. Vertical Solid Wall Columns as shown in FIG. 3, Item B. A-6. Lifting Bolt for Floor Section Movement as shown in FIG. 3, Items F though J, Two to Four Places. A-7. Vertical Building Exterior Wall Line as shown in FIG. 3, Item C. A-8. Wall, Floor, and Ceiling, Section Joint Leveling Equalizer Pegs as shown in Items D-1 and F-1, also shown as a Side View as Item C-6. A-9. Electrical Junction Box molded in place and strategically placed anywhere on the panel for shortest and easiest access after erection electrical wiring completion.

B. Top View of Floor Panel Concrete Composite One Piece Factory Pre-cast or OSB Improved Construction or a Combination of Both, Injection Molded Factory, Crane Set, with Styrofoam Block Filled Insulation Cavities, Poured or Molded as One Continuous Piece or Floor Joist Section for Residential/Light Commercial Housing, Concrete Composite or OSB Improved Construction or a Combination of Both, Injection Molded Factory Built Panels. B-1. Ceramic Tiles or Various other Textures and Patterns, Integrated Factory Pre-cast All-in-One Poured or Injection Molded Panel Construction. B-2. Galvanized Reinforcement Welded Wire, various wire diameters and spacing depending on span, also larger size wire cables shown as larger dots shown in FIG. 1, as items D, H, I, and J.

C. Side View of Floor Panel Concrete Composite Integrated Factory Pre-cast All-in-One Panel Construction. C-1. Poured all-in-one studs as shown in FIG. 1, item a-4. C-2. Lightening for concrete savings. C-3. Extended beam, three locations, FIG. 1, Items A-2, being the center location of three, as necessary for load bearing, also shown in Items I-1 and J-1. C-4. Angle Tongue and Groove Section Leveling Joint with Plastic Roof Cement Type Sealer at the Bottom of the Groove. C-5. Cross Bolt Holes for section to section connection, also shown in Items I-1 and J-1. C-6. Wall, Floor, and Ceiling, Section Joint Leveling Equalizer Peg Holes as shown in Item A-8.

D. Intersection of Two Main Sections showing a Section-to-Section Leveling Method.

D-1. Peg Shaft of Various Construction including No. 5 and Larger Rebar, also Concrete Encased Rebar Billets, also Aluminum or Steel Pipe Sections. D-2. Equalizing Peg Holes, both sides, for Peg Insertion.

E. Front View of a Pre-fabricated Housing Construction Method for Constructing Standard Economy Types to Mansion Custom Construction Including Modifying any of the Component's Length, Width, Height, Thickness, to Produce Custom Housing Construction Affects such as; Arches, Concrete Decorator Bands, Front Porch Enclosures and Complex Roof Designs including Dormers, Multi-Hip or Gable Complex Constructions, Attached and Semi-attached Guest Houses, Pooled Court Yards, Pier Home Construction, etc.

F. Intersection of Two Main Sections showing a Section-to-Section Leveling Method. F-1. Angled Peg or Peg Shaft of Various Construction including No. 4 and Larger Rebar, both sides for Peg Insertion, also Concrete Encased Rebar Billets, also Aluminum or Steel Pipe Sections. F-2. Equalizing Angled Male and Female Precast Connection Holes and Peg Centers of No. 4 and Larger Rebar.

G. End View Main Flooring Panel with Built-In Beams on Both Sides, Rebar and/or Steel Wire Reinforced, 4′ to 4′ 6″ Wide or 8′ to 9′ Wide by up to 48′ plus Long by 4″ to 12″ Thick, 3″ Wide Minimum Ledge. G-1. Cutaway View of Full Size Flooring Panel having two edge sections that extend below the main portion of the panel to form a built-in beam type support for spanning longer distances, exterior side surfaces may contain embedded exterior decorative finishes as shown in FIG. 3, item A. G-2. I-Beam for Ledge Set Main Panel Flooring System as shown in FIG. 2, items H and I. G-3. Attached Precast Concrete Panel or Drywall for insulation containment and fire protection with three fasteners, Tap-con or Mold Set Plastic Inserts. G-4. Main Panel to Main Panel Bolts as also shown in FIG. 1, item C-5. G-5. Steel Reinforcing Bar, each side, 2′ or 4′ on center to prevent ledge breakage. G-6. Extended length beam support for increased clear span for use in panels G-1 and H-1. G-7. Insulated with Styrofoam Blocks or Fiberglass Bats.

H. Cutaway View of Full Size Flooring Panel having two edge sections that extend below the main portion of the panel to form a built-in beam type support for spanning longer distances, exterior side surfaces may contain embedded exterior decorative finishes as shown in FIG. 3, item A. H-1. End View Main Flooring Panel with encased insulation, Styrofoam, Pumice, or Vermiculite.

I. End View Main Flooring Panel Concrete Composite Round Hollow Core Lightening Cavity Integrated Factory Precast All-in-One Panel Construction with radius ledges, 3″ wide. I-1. End View Main Flooring Panel with Round Hollow Core Lightening Cavities with squared off edges, with Styrofoam Block, Styrofoam Bead or Fiberglass Core Insulation Filling. I-2. Individual Round Hollow Core Cavity with or without Styrofoam Insulation Beads for manufactured billets that are inserted after precast manufacture.

J. End View Main Flooring Panel Filled Core with squared off edges, 3″ Minimum Wide Ledges. J-1. End View Main Flooring Panel Filled Core with squared off edges. J-2. Mixture of Concrete and/or OSB Composite Formulas including Insulating Aggregates including Pumice, Stone, Vermiculite or other Stone Based Minable Insulators, or Styrofoam Beads (⅛″ to ¾″), specific strengths and ingredient mixtures to be determined by chemist and/or engineering study.

FIG. 2A. Top View of Floor Panels for Entire Building Concrete Composite Integrated Factory Pre-cast All-in-One Panel Construction, Molded Sectional Styrofoam Insulated or Round Lightening Cavity Type Construction Styrofoam Insulated, 9′ Wide×12′ to 48′ Long, in Site Built Construction, panels can be the full width and length of the building if formed on slab then lifted off through multiple lift holes as shown in FIG. 3, item B-2. A-1. Top View of Floor Panel Full Length of Building up to 48′ Long or Longer in Multiple Piece Foundations. A-2. Top View of Floor Panel Shown with Ceramic Tiles installed or Stamped or Molded Integrated Factory Pre-cast All-in-One Composite Concrete. A-3. I-Beam under Floor Support System with Band Boards as shown in FIG. I, Items I-1, I-2, H-1, H-2, or Thickened Edge Floor Panel with Band Boards covering end as shown in items J-1 and L-1, and Item H-1 Band Board only.

B. Side View of Long Span Floor Truss to 48′ Long or Longer, 4′ to 4′6″ or 8′ to 9′ O.C. Concrete Composite Factory Pre-cast All-in-One Construction with Embedded Cables, Wires, or Re-bars, as shown in FIG. 7 (D and I), 10″ to 3′×12′ to 48 ft., Poured or Blow Molded Construction. B-1. End View of Round Lightening Cavity Factory Pre-cast Footers with Factory Pre-cast Stem Wall on Top as a Separate Piece. B-2. Truss to Foundation Wall Connecting Hardware as shown in FIG. 3, items F through J. B-3. End View of Large Block Styrofoam Filled Insulation Cavities as Shown in Side View of FIG. 5(F), Also Integrated Flared Load Bearing Stem Wall Base for Weight Distribution, 16 to 24 inches or larger depending on load weight bearing. B-4. End View of Stem Wall Concrete Composite Integrated Factory Pre-cast All-in-One Construction, 1′ to 6′ High. B-5. Side View of Footer Stem Wall Combination All-in-One Factory Pre-cast with Double Square Footer Lightening Cavities and Insulated Square Core Blocks as shown in Top View of B-5. B-6. Side View of Stem Wall Round Lightening Cavity with or without Pre-cast Stem Wall. B-7. End View of Footer Wall with Re-bar, Cable, or Wire, Placement 4 Places as shown in FIG. 7, Items D and I. B-8. End View of Deep Gravel Bed for Footer Drainage. B-9. 4A or 6A Limestone Gravel Footer Base that is raked level.

C. Top View of Roof Panels for Entire Building Concrete Composite Integrated Factory Pre-cast All-in-One Panel Construction, Molded Sectional Styrofoam Insulated or Round Lightening Cavity Type Construction Styrofoam Insulated, 9′ Wide×12′ to 48′ Long. C-1. Rolled Roofing Product as Shown in FIG. 5, Items K, E, and G. C-2. Roof Panels Asphalt Shingle Construction, 4′×4′, Interlocking as Shown in FIG. 5, Items D, with or without Single Shingles as Shown in FIG. 5, Item I, or Roof Panel Shown in FIG. 5, Items A-2 and B, Factory Pre-cast All-in-One Composite Concrete Molded or Stamped Various Textures such as Imitation Cedar Shake or Slight Roof or Rustic Dimensional or Standard Shingles. C-3. Top View Roof Panels Full Length of Building up to 48′ Long Single Panel or Any Length in Longer Multiple Piece Panels.

D. Front View of Footer and Panel Foundation Construction, D-1 Side View of Roof Panels, in place two places as shown in FIG. 2, Item C. D-2. Pre-fabricated Panel Wall Sections Molded Styrofoam Filled as shown in FIG. 3, Items A, B, and C, or One Side Poured Form and 4′×8′, Panel Construction as shown in FIG. 4, Items E, F, G, and H, or Round Lightening Cavity Panel Construction as shown in FIG. 3, Item G. D-3. Ceiling Panel Construction as shown in FIG. 5 Items J-2, O, and P, or Round Lightening Cavity Panel as shown in FIG. 5, Item M. D-4. Poured Footers with 6A Gravel Base or Factory Pre-cast Footers without 6A Gravel Base with or without Round Lightening Cavity Holes and Reinforcement Bars or Cables as Shown in FIG. 2, Item B-1, used as a Center Point for 9′ Wide Factory Pre-cast Concrete Composite Panels. D-5. Factory Pre-cast Panels as shown in FIG. 2, Item A. D-6. Factory Pre-cast Trusses designed to accept Factory Pre-cast Panels for Roof and Ceiling with Reinforcement Cables, Wires, or Re-bars, as shown in FIG. 7, Items D and I. D-7. Concrete Wedge Block Fastener for Crane Setting of Vertical Wall and Foundation Sections, two places, one at the top and one at the bottom of high walls, 12-24″ long Wedge Block, one side can be precast in place. D-8. 45 Degree Angle Wall End Line, two sides butted together for final attachment, these type of corners can used in all types of concrete construction including tilt-up and multi-story tilt-up and road related construction. D-9. Pre-Drilled Bolt Holes, molded counter sunk at the ends of the holes, placed horizontally at a 45 degree angled corners along the wall or other fasteners shown and described FIG. 3, items F through J, as necessary, every 16-24″. D-10. Truss to Side Wall Connecting Hardware as shown in FIG. 3, items F through J. D-11. Footer to Side Wall Connecting Hardware as shown in FIG. 3, items F through J.

E. End View of Floor Support I-Beam to 48′ Plus Length, 4′ to 4′ 6″ O.C. or 8′ to 9′ O.C., Concrete Composite Factory Pre-cast All-in-One Construction as shown in FIG. 2, items H-2 and I-2 with Embedded Cables, Wires, or Re-bars, as shown in FIG. 7, Items D and I, 6″ to 3′×12′ to 48 ft., Poured or Pressed Construction, also shown as a side view in FIG. H.

F. Front View with Cutaway Section of a Foundation Stem Wall or Basement Wall Composite Concrete Construction, 1′ to 8′ High×12′ to 48′ Long or Longer in Multiple Sections as shown in FIG. 2, Items B-3, B-5, B-6, D, and G. F-1. Insulation Cavities for Fiberglass or Styrofoam Insulation. F-2. Interior Center Filled Styrofoam Construction covered with molded concrete layers on both sides as shown in FIG. 3, items A, B, and C, or FIG. 4, items E and G. F-3. 15 to 45 Degree Angle Weight Distribution Square Concrete Reinforcing Member for Wall and Roof Weight Transfer, square poured all-in-one with rest of the wall. F-4. Increased Size Reinforcing Member for Wall and Truss Weight Bearing. F-5. Footer Base Various Widths, Depths, and Configurations, as shown in items B-1, B-4, B-5, B-6, D, and G. F-6. Wall and/or Floor to Foundation Wall Fasteners as shown in FIG. 3, items F through J.

G. Monolithic Poured Slab and Precast Footer, Basement, or First Story, Wall Intersection Connection Area without built-in footer. G-1. Concrete Fastening Devices Imbedded or Screw-In Type as shown in FIG. 3, items F through J. G-2. Enlarged Depth and Width Footer Area as needed for increased weight bearing areas associated with roof weight bearing distribution or long span window or door opening as shown in FIG. 2, items F-3 and F-4.

H. Side View of an Intersection of an I-Beam with a custom molded band board and beam molded combination configured building structural member shown as items E and I-2. H-1. Channel Shaped Beam with Molded in Band Board for use with floor sectional slabs shown as items J, K, and L. H-2. Side View of I-Beam, minimum 3″ wide for double 3″ ledge set or flat for full floor panel construction.

I. End View of an I-Beam Floor, Truss, and Panel, System. I-1. Channel Shaped Beam with Molded in Band Board for use with floor sectional slabs shown as items J, K, and L. I-2. End View of an I-Beam 4′ to 4′ 6″ or 8′ to 9′ O.C. with 4′ 6″ shown with thin slab, item I-3. I-3. 4′ to 4′ 6″ Thin Slab, 5″ to 8″ Thick, shown as items J, K, L, or FIG. 1, items J or J-1. I-4. Front View of a Band Board and Beam Combination shown as item H-1. I-5. Band Board, Floor Panel Only Width with matching textures for exterior siding and/or footer texture as shown in FIG. 3, items A-1 through A-4.

J. End View Main Flooring Panel Rebar and/or Steel Wire Reinforced, 4′ to 4′ 6″ Wide or 8′ to 9′ Wide by up to 48′ plus Long by 4″ to 12″ Thick, 3″ Wide Minimum Ledge.

K. End View Main Flooring Panel Concrete Composite Round Hollow Core Lightening Cavity Integrated Factory Precast All-in-One Panel Construction with radius ledges, 3″ wide. K-1. End View Main Flooring Panel with Round Hollow Core Lightening Cavities with squared off edges, with Styrofoam Block, Styrofoam Bead or Fiberglass Core Filling Insulation. K-2. Footer Slab Wall Connection Fastener as shown in FIG. 3, items F through J. K-3. Bottom Cutaway View of Full Height Wall Panel with two bolts protruding through bottom poured or pressed sill plates. K-4. Side Floor Panel Surface with Decorative Textures to match walls or foundation footer including those shown in FIG. 3, items A-1 through A-4. K-5. Band Board Slab Height Only with Decorative Textures to match side walls as shown in FIG. 3, items A-1 through A-4.

L. End View Main Flooring Panel with encased insulation, Styrofoam, Pumice, or Vermiculite. L-1. Cutaway View of Full Size Flooring Panel having two edge sections that extend below the main portion of the panel to form a built-in beam type support for spanning longer distances, exterior side surfaces may contain embedded exterior decorative finishes as shown in FIG. 3, item A.

FIG. 3A. Exterior Side View of Factory Pre-cast Concrete Composite Stud Wall with Various External Textures and Finishes, Poured, Injection Molded, or Press Stamped, 8′ to 9′ High×2′ to 48′ Long or Longer in Multiple Pieces, 5″ to 9″ Thick, with Electrical or Plumbing Junction Boxes molded in place and strategically placed anywhere on the panel for shortest and easiest access after erection electrical wiring and plumbing completion as shown in FIG. 3, items A-5 through A-8. A-1. T-111 Plywood Board Baton or Reverse Board Baton, A-2. Cedar Shake Shingle, Slate, or Stone, Textures, A-3. Smooth Textures like Stucco or Skip Coat, A-4. Bricks, Large and Small. A-5. Electrical Box pre-mounted and prewired before pouring mold. A-6. Plumbing Imbedded in Styrofoam End Termination Block and duct taped over or Styrofoam filled for concrete invasion avoidance. A-7. Styrofoam Block with Imbedded Electrical Wires, Styrofoam to be removed after molding or pressing, for a connection to other junction boxes mounted in ceilings, floors, or walls. A-8. Plumbing Junction Box Styrofoam Block Filled with shutoff and couplings inside. A-9. Wall Recessed Mold Attached Electrical Junction Box, duct taped or Styrofoam filled for poured material leakage elimination.

B. Side View with Cutaway of a Stud Wall with Styrofoam Blocks in Place. B-1. Radius Corners Added for Strength and Radius Cornered Styrofoam Block to Allow the Radiuses to Form. B-2. Wall Lifting Holes for transitioning flat laying panels to vertical position using a sliding circular cable or nylon strap, 2 to 4 places along wall as necessary. B-3. Concrete Truss End with Two Truss to Wall Fasteners with Dual Purpose Molded Holes for vertical mold breaking and also permanent truss to wall fastening as shown in FIG. 3, items F through J. B-4. Truss End Sections 4′ to 4′6″ O.C. or 8′ to 9′ O.C. with Supporting Molded All-in-One Wall Column Underneath Each Truss. B-5. Cutaway View showing Open Insulation Cavities and Molded Stud Wall on the left and Solid Poured Wall to the right. B-6. Full Height Insulation Cavities for wall construction or possibly 4′ to 4′6″ floor or truss construction. B-7. Double Fasteners for Floor to Stem Wall Connection, also shown in FIG. 2, item F-6.

C. Top View Cutaway of a Factory Pre-cast Concrete Composite Stud Wall. C-1. Various Exterior Textures as described in FIG. 3, items A-1, A-2, A-3, and A-4. C-2. Styrofoam Block or Composite Insulating Stone Aggregate Cement Mixtures with or without Styrofoam Bead Insulation with Rounded Edges for Wall Structural Strength Improvement. C-3. Interior Wall Finish Smooth or Interior Textured Factory Pre-cast or Site Applied Finish Treatments.

D. Top View of an Injection or Vertical Poured Mold for Wall Assemblies, Six Sided Individually Molded or Two-in-One Sided Gang Molded for Factory Pre-cast or Site Built Wall Panels, Floor Panels, Ceiling Panels, Roof Panels, Foundation Panels, Foundation Footers, Pitched and Flat Trusses, Pilings, Beams, and Boards, Molds for all concrete composite components in this provisional filing are essentially the same as this injection mold or fill mold, Gang Mold shown in FIG. 12. D-1. Six Sided Oiled Metal or Plywood Mold. D-2. Injection Molding Holes, One Each Stud Top and Bottom Side.

E. Front View of a Two Story Concrete Composite Insulated Factory Pre-cast Residential or Small Commercial Construction. E-1. Side View of Floor Panel Concrete Composite One Piece Factory Pre-cast or OSB Improved Construction or a Combination of Both, Injection Molded Factory Built Crane Set Floor, with Styrofoam Block Filled Insulation Cavities, Panel Dimensions 8 to 9′ Wide×48′ Long or Longer in Multiple Pieces, 5″ to 9″ Thick, Poured or Molded as One Continuous Piece or Floor Joist Section. E-2. Fasteners Wall Floor Wall Combination.

F. Coarse ACME Thread Greased Pot Metals or Nylon Fastener Bolt for removal after molding and replacement with other coarse ACME thread fasteners such as FIG. 3, items G or I, for permanent construction, 1¼″ diameter to 2½″ diameter times lengths to 3′. F-1. Top View of a Square Shaped Fastener Bolt Head for removal or driving with threaded holes through for use with FIG. 3, items H or J, this fastener can also casted with a center rebar encased in high strength concrete. F-2. Side View of a Square Head Coarse ACME Thread Fastener Bolt. F-3. Coarse ACME Threaded Fastener Bolt for Wall Crane Lifting or Mold Break-Free with molded-in or cast-in loop made from materials such as cast pot metals or nylon or high strength looped rebar reinforced concrete as shown in item K.

G. Coarse ACME Thread Fastener Removable, Greased Pot Metal or Steel Multi-Strand Reinforced Threaded Nylon with Looped Head for Wall Crane Lifting or Mold Break-Free. G-1. Concrete Recessed Styrofoam Block installed in mold before concrete or composite casting. G-2. Styrofoam Block installed in mold before concrete or composite casting allowing access for washer and coarse ACME thread nut removal shown on the bottom end of FIG. 3, item G, block may be located in the top of the bottom of the secondary joining structural member, top locating shown in this drawing.

H. Steel Threaded Rod Section, ¾″ to 1½″ in diameter, 6″ to 5′ in length, with washers and nuts or washer/nut all-in-one assembly, shown installed connecting a main floor panel section and two wall sections shown as item E-2. H-1. Manufactured Specific Size Styrofoam Block with corresponding nut/washer recess installed in mold previous to pouring for top nut access as shown in FIG. 3, item E-3, and also shown and described in FIG. 3, items J-3 and J-5, and also items G-1, G-2, and K. H-2. Nut/Bolt and Styrofoam Manufactured Block for side wall nut access for exterior or interior poured wall use as shown in FIG. 3, items E-2 and E-3. H-3. Cover Plate with Matching Texture Molded Cement Cover for visible bolt access holes in interior or exterior sidewall, adhesive glued in place and blended to hide appearance where necessary.

I. Manufactured ACME Thread Hex Head Bolt with or without Built-In Washer, Metal, Nylon, or Rebar Reinforced High Strength Concrete. I-1. Molded Manufactured Plastic Concrete Excluding Mold Sleeve for Bolt with attached fasteners and flange. I-2. Plastic Sleeve to Mold Threaded Bolt through Fasteners, also usable in a metal or high strength precast concrete version with smooth interior sleeve or interior and exterior ACME threads.

J. Fully Threaded or Partially Threaded Concrete Imbedded Bolt for threaded rod section with nut/washer attached for permanent molded-in wall construction for use in walls, floors, and trusses, as a connection beam for other structural members for breaking apart or lifting side panel sections. J-1. Cast Metal Loop for crane hook insertion with nut and washer cast all-in-one and a threaded hole though the center to accept threaded rods, ¾″ to 1½″ in diameter. J-2. An Imbedded Bolt with bolt head and washer manufactured all-in-one for high pull strength breakage resistance. J-3. Factory Pre-Manufactured Styrofoam Block with holes for rod insertion and holes for fastener installation to mold previous to pouring. J-4. Connecting Nut in various size ¾″ to 1½″, bolt length double the width for connecting concrete imbedded bolts to other structural panels and components.

K. Pre-Bent Rebar imbedded in Manufactured Styrofoam Block with mold attaching bolt for use in separating molded sections and crane lifting and erection of panel sections as shown in FIG. 3, items J-3 and J-5.

L. Cross Checked Rebar Section, No. 4 to No. 6, used in conjunction with molded or drilled holes, greased mold plugs shown as items F-2 and F-3 are inserted in main panel molds previous to pouring then after dried and assembly of structure component to component connections are made by removing the greased plug then inserting the rebar connecting the two components and pouring high strength concrete mixture for permanent high strength strong fastener bond.

FIG. 4A. through D. Front View of OSB or Factory Pre-cast Concrete Composite Panels with Concrete with Embedded Mesh Wire, 4′ Wide×8′ or 9′ High×1″ to 2″ Thick, Stud Wall with Various External Textures and Finishes, Poured, Injection Molded, or Press Stamped, 8′ to 9′ High×2′ to 48′ Long or Longer in Multiple Pieces, 5 to 9″ Thick, pre-drilled standard squared edges or built-in seal tongue and groove or over lapping/under lapping texture extended overlap or individually pieced textured surface overlap pieces with tongue and groove, with all features described in items A-1 through A-8. A. T-111 Plywood Board Baton or Reverse Board Baton. A-1. 4′×4′ Precast Masonry Panel with or without overlapping edges as shown as item A-7, or inserted single object seam cover pieces shown as items A-5 and A-6. A-2. 4′×4′ Concrete Panel with tongue and groove edges as shown in FIG. 4, item A-3. A-3. Panel Edge Tongue and Groove with Bottom Seal shown as gray. A-4. Pre-drilled Recessed Head Fastener Holes, fasteners shown in place including tap cons for concrete or hex head wood screw fasteners. A-5. Individual Textured Concrete Seam Cover Pieces for matching two panel sections together as shown in FIG. 5, item P. A-6. Stone Texture Piece, Individual Textured Concrete Seam Cover Pieces for matching two panel sections together as shown in FIG. 4, items A, B, and D. A-7. Two 4′×4′ Panel Sections of Adjoining Precast Masonry with overlapping/under lapping edges. A-8. 30-45 Degree Angle Tongue and Groove Panel Edges, with asphalt based plastic cement sealers installed on top and bottom edges of each 4′×4′ panel for water shedding.

B. Cedar Shake Shingle, Slate, or Stone, Textures.

C. Smooth Textures like Stucco or Skip Coat.

D. Bricks, Large and Small. D-1. Two 2′×8′ Manufactured Concrete Composite or OSB Panels.

E. Side View with Cutaway, Both Sides Removed, of a Stud Wall, Concrete Composite with Styrofoam Blocks in Place, 6″ to 12″ Wide×8′, 9′, or 10′ High, 48′ Plus Long, 1″ to 2″ thick concrete per side. E-1. Radius Corners Added for Strength and Radius Cornered Styrofoam Block to Allow the Radiuses to Form.

F. Top View with Top Plate Removed of a Stud Wall, Interior Wall Combination, Concrete Composite Molded, 6″ to 12″ Wide×8′, 9′, or 10′, High, 1″ to 2″ Thick Concrete per Side, up to 48′ Plus Long, with Exterior Panels Separate. F-1. Interior 4′×8′ Separated Wall Panel as shown in FIG. 4, Item D. F-2. Fiberglass or Styrofoam Block Insulation with Square or Rounded Edges for Wall Structural Strength Improvement.

G. Top View with Top Plate Removed of a Stud Wall, Exterior Wall Combination, Concrete Composite Molded, 6″ to 12″ Wide by 8′, 9′, or 10′, High, 1″ to 2″ Thick Concrete per Side, up to 48′ Plus Long, with Exterior Panels Separate, Integrated Factory Precast, Injection Molded, Pour Molded Textures or Stamped Wet Concrete Textures. G-1. Exterior Poured Concrete or Pressed OSB Structural Member and Exterior Wall with Exterior Textures Poured then Stamped or Molded All-in-One with Exterior Wall as shown in FIG. 4, Items A, B, C, and D. G-2. Molded Radiuses for Additional Wall Strength. G-3. Fiberglass Bat or Styrofoam Block Insulation with Square or Rounded Edges for Wall Structural Strength Improvement, Molded with Pull-out Individual Cavity Mold Blocks for Fiberglass Insulation. G-4. 4′×8′ Interior Composite Concrete Panel or Drywall as described in FIG. 4, item D, with Interior Finishes.

H. Top View of Wall Assembly Wood, Metal, or Concrete or OSB Composite, Studs with Top and Bottom Plates Removed, Assembled Parts Consisting of 4′×8′ Interior Panels, Exterior Panels, and 2″×4″×8′ or 9′ Studs as shown in FIG. 7, Items A through L, Constructed of Concrete Composites or Oriented Strand Board Pre-Drilled Panels and Stud Wall Assembly as shown in FIG. 8, Items A and C through L. H-1. Interior and Exterior Panels as shown FIG. 4, Items A through D. H-2. Wall Panels 4′×8′ or 9′, Both Sides, as described in FIG. 4, Items A, B, C, D, F-1, and G-4.

I. Side View of FIG. 4, Items F and G, also with Separate Stud Wall and Pre-cast or Site Poured Footer.

J. Side View of FIG. 4, Item H, also with Separate Stud Wall and Pre-cast or Site Poured Footer.

FIG. 5A. Top View of a Pitched or Flat Roof Panel shown as Floor Panels in FIG. 1, Items A through J, and shown in FIG. 5, Item K-1, 8′ to 9′ Wide by 12′ to 48′ Long or Longer in Multiple Pieces, Factory Pre-cast Integrated Concrete Composite or OSB Improved Construction or a Combination of Both, Injection Molded Factory Built, Crane Set, with Styrofoam Block Filled Insulation Cavities, 6″ to 10″ Thick, Poured or Injection Molded in One Continuous Piece or Floor Joist Section, Bottom View, Residential/Light Commercial Housing. A-1. Top Section showing no cross members for continuous length insulation cavity as shown in FIG. 5, items W, X, Y, Z, and AA. A-2. Precast Roof Panel without molded all-in-one shingles and described in item B, Flat Roofs should used in conjunction with standard wide rolled roofing, item J, without textures, hot mopped sealed, Pitched Roofs are also used in conjunction with item J when item A is poured without textured shingles mold. A-3. Electrical Junction Box molded in place and strategically placed anywhere on the panel for shortest and easiest access after erection electrical wiring completion.

B. Textured Roofing Designs Heights of ¼″ to 1½″ Imbedded during Injection Molding or Imprint Molding of One Piece Flat Roof Panel, or Integrated and Molded by Pouring into Textured Surface Vertical Ganged Molds as shown in FIG. 12, Roof Panel with Various Textures such as; Cedar Shakes, Roof Tile, Slate, Rustic Shingles, Standard Shingles, etc., with Moisture Resistant Glazed Surface, or Coated with Poly-urethane, or Latex, or Spray Painted with Colored Asphalt Emulsification, or Regular Asphalt Emulsification Spray with Colored Roof Granules.

C. Side View of Roof Panel shown in FIG. 5, Item A, showing a Dividing Line in Half to allow a Minimum 3″ Wide Weight Resting Seat on the Truss on Each Side of the Factory Precast Panel shown as items X, Z, and W, 4′ to 9′ Wide in Truss Set Houses or Full Structure Length in Site Built Construction. C-1. Precast Integrated All-in-One Piece Reinforcement Studs, Side View as shown in Top View of FIG. 5, Item A. C-2. Lightening Holes for Material Savings as shown in FIG. 7, Item A-1. C-3. Extended Continuous Poured Roof Panel and Molded Side and/or Center and Side Beam shown as items X-1, Y-1, and Y-2. C-4. Tongue and Groove Molded in Seal Area with Asphalt Plastic Roof Cement Factory Installed Seal at the Bottom of the Groove. C-5. Molded Bolt Holes for Panel-to-Panel Connection, Bolt Pattern in High and Low Location shown as a protruding bolt in items X-1, Y-1, and B, and also shown in a top view as item A as C-5. C-6. Wall, Floor, and Ceiling, Section Joint Leveling Equalizer Peg Holes shown as Items A-8, F-2, and D-2. C-7. As shown in FIG. 3, items F through J, Fasteners for securing roof panel to roof truss or side wall as shown in FIG. 5, items K-7 and K-8, also shown in FIG. 3, item B-3, and FIG. 2, item B-10, and FIG. 1, item A-5.

D. Fit Together Roofing Tile Sections Constructed of Concrete Composites and Installed on Plywood Roofs, Two Halves Fitted Together as Shown in FIG. 5, Item E Sizes 2′×4′, 4′×4′, and 4′×8′. D-1. Interlocking Imitation Shingle Sections, 4′×4′, Textures can include Rustic Dimensional, Cedar Shake, Tile, Slate, etc. or Standard Shingle Sections 300 lb. per sq. Min. Fiberglass Core Asphalt Shingles Double Thickness Sealed Together Under Lapping/Overlapping used in Conjunction with FIG. 5, Item P, Roller or Spray Applied Adhesive Attachment Method, Adhesive Comprised of Plasticized Asphalt Emulsification or other Compositions.

E. Overlapping 4′×4′ Sections of Interlocking Imitation Shingles with Single Shingles installed to join the sections together as described FIG. 5, Items B and P, with Imitation Textured Surfaces such as Dimensional Rustic, Cedar Shake, Tile, Slate, etc., or Standard Shingle Sections as Shown in FIG. 5, Item D, including 300 lb. Min. Asphalt Plastic Cement Sealer to Prevent Water Leakage, Roller or Spray Applied Adhesive Attachment Method, Adhesive Comprised of Plasticized Asphalt Emulsification or other Compositions.

F. Side View of Rolls of Asphalt Roof Shingle Caps, Standard and Rustic Three Tab, Pre-cut Factory Constructed Overlapping in Attached Rows, F-1 Top View of FIG. 5, Item F.

G. Side View of Roofing Shingles Constructed of Reinforced Concrete Composites Factory Injection Molded or Pour Molded Pre-cast Installed on Plywood Roofs, with Imitation Shingle Textures such as; Dimensional Rustic, Cedar Shake, Tile, Slate, etc., with Pre-Formed Nail Holes located in the same recommended locations as present asphalt shingles as shown in FIG. 5, Items N and N-1, with Moisture Resistant Glazed Surface, or Spray Painted with Colored Asphalt Emulsification or Plasticized Asphalt Emulsification with or without Sprayed Color Granular Roofing Stones, or Coated with Poly-urethane, or Latex. G-1 Plywood Roof Base with or without Sealed Rolled Roofing.

H. End View of Roof or Ceiling Panel as shown in FIG. 5, Items K-1, K-2, or K-3, 8′ to 9′ Wide or 4′ to 4′6″ Wide by 12′ to 48′ Long or Longer in Multiple Pieces, Factory Pre-cast Integrated Concrete Composite or OSB Improved Construction or a Combination of Both, Injection Molded Factory Built, Crane Set, with Styrofoam Block Filled Insulation Cavities, 3″ to 5″ Thick, Poured or Injection Molded in One Continuous Piece or Floor Joist Section Residential/Light Commercial Housing. H-1. End View Main Flooring Panel, identical to item H except with Built-In Beams on Both Sides, Rebar and/or Steel Wire Reinforced, 4′ to 4′ 6″ Wide or 8′ to 9′ Wide by up to 48′ plus Long by 4″ to 12″ Thick. H-2. Styrofoam or Fiberglass Insulation, 4″ to 12″ Thick by approx. 1′6″ to 2′ or 3′6″ to 4′ Wide by 48′ Long or Longer Sections, or Manufactured Panels made of light stone composite such as pumice or vermiculite with or without Styrofoam bead mixture.

H-2. Fiberglass Insulation Installed in Mold Voids after Injection Molded. H-3. Ceiling Textures Finishes Injection Molded Textures or On-Site Installed, Concrete Mesh Reinforcement Wire designated by Individual Dots in All End View Drawings, with underside fastener attached panel.

I. End View of Roof Panel for use with or without trusses to Set on Top of the Trusses in this version and without trusses in the version shown as item I-1. I-1. Cutaway View of Full Size Flooring Panel for use with Flat or Vaulted Ceilings or Roofs having two edge sections that extend below the main portion of the panel to form a built-in beam type support for spanning longer distances, exterior side surfaces may contain embedded exterior decorative trim and end finishes. I-2. Extended length beam support for increased clear span for use in panels shown as items I-2 and V. I-3. Styrofoam or Fiberglass Insulation, 4″ to 12″ Thick by approx. 1′6″ to 2′ or 3′6″ to 4′ Wide by 48′ Long or Longer Sections, or Manufactured Panels made of light stone composite such as pumice or vermiculite with or without Styrofoam bead mixture.

J. End View of Asphalt Rolled Roofing with Imitation Shingle Textures such as; Dimensional Rustic, Cedar Shake, Tile, Slate, etc., 2′ to 20′ Wide, Rolls applied on Plywood Pitched Residential or Small Commercial Roofs, 300 lb. per sq. ft. min. weight, Roller or Spray Applied Adhesive Attachment Methods, Adhesive Comprised of Plasticized Asphalt Emulsification or other Compositions.

K. Concrete Composite Pitch Roof Truss 9 ft. O.C., 3″ to 6″ Wide or Two Places at the end of structure in the functional main I-beam version shown as items S-3 and O, Various Configurations as shown in FIG. 7, Item A and FIG. 2, Item D, shown with Various Concrete Composite Panels Installed. K-1. Roof Panel Installed Position as shown in the Side View of FIG. 5, Item C, also shown in end views as items H, H-1, I-1, L, M, W, U, and V. K-2. Ceiling Panels, Bottom Edge, as shown in FIG. 5, Items H, L, and W. K-3. Ceiling Panels Top Edge as shown in FIG. 5, Items H, L, or W. K-4. Poured Solid Square Concrete Beam for truss anti-racking strength. K-5. Truss to Beam Fasteners, two places into beam each location shown as items I, K, and F-2. K-6. Concrete or Composite I-Beam with extended top and bottom thickness to accommodate cross bolting as shown in FIG. 5, item K-5, and in FIG. 7, items A and B. K-7. Truss and Side Wall Connecting Fasteners as shown in FIG. 3, items F through L, and item E-3.

L. End View of Roof or Ceiling Panel for use with Trusses with Extra Thick Insulation with or without Various Roof Surface Textures including FIG. 5, Items B, D, D-1, E, and G, with insulations previously described in items H and I. L-1. Fiberglass Insulation Installed in Mold Voids after Injection or Pour Molded, 4″ to 12″ Thick by approx. 1′6″ to 2′ or 3′6″ to 4′ Wide by 48′ Long or Longer Sections.

M. End View of Roof Panel for use without Trusses for Flat or Vaulted Ceilings or Roofs with or without Various Roof Surface Textures including FIG. 5, Items B, D, D-1, E, and G. M-1. Full Imbedded Styrofoam Blocks, 4″ to 12″ Thick by approx. 1′6″ to 2′ or 3′6″ to 4′ Wide by 48′ Long or Longer Sections, or Fiberglass Insulation or Manufactured Panels made of light stone composite such as pumice or vermiculite with or without Styrofoam bead mixture. M-2. Side View Truss, Roof, or Floor. M-3. Inserted Rod, Rebar Fastener, or Tubing as shown in FIG. 5, items T-1 and C-6, extending out in order to insert into second roof or floor panel for sturdy connection.

N. Top View of Individual Roofing Shingle Constructed of Concrete Composites Factory Injection Molded or Pour Molded Pre-cast Installed on Plywood Roofs. N-1. 4 Pre-Formed Nail Holes located in the same recommended location as present asphalt shingles. N-2. Asphalt Seal Down Strip with Plastic Pull Tabs.

O. Vaulted Ceiling Decorative Finished Pitched Roof Main I-Beam with molded-in main panel rest top section. O-1. Fasteners Rebar or Cast Pot Metal Bolt Roof Panels to I-Beam as shown in FIG. 3, items I and J.

P. Top View of a Full Single Shingle to be constructed of Concrete Composite or Asphalt for Splicing Panel Sections as shown in FIG. 5, Items B, E, D, D-1, G, and J.

Q. Top View of Asphalt or Concrete Composite Roofing Individual Pre-bent Ridge Caps with Textures such as; Dimensional Rustic, Cedar Shake, Tile, Slate, etc.

R. Top View of Elongated Half Section of Single Shingle for use in forming Roof Drip Edges as shown in FIG. 5, Items R, B, and R and Single Piece Squared Half Sections of Single Shingle for Roof Crest.

S. Molded Fastener Holes for Main Beam Vaulted Ceiling Fastener use, 2′ O.C. shown as item O-1. S-1. Vaulted Ceiling Lower Bolt Long Length Fasteners through Panel Beam and Panel as shown in FIG. 3, item H. S-2. Vaulted Ceiling Upper Bolt Long Length Fasteners through Panel Beam and Panel as shown in FIG. 3, item H. S-3. Vaulted Ceiling Main I-Beam as shown in item O.

T. Plastic Sleeve Formed Holes, Two Places for Aligning Panel Height and Width as shown in item C-6. T-1. Panel to Panel Leveling and Connection Method using round solid rebar or steel pipe section or concrete and inserted rebar billet or poured rebar billet as shown and described in FIG. 3, items L and H-2.

FIG. 6 Driven or Auger Drilled Full Structure Height Piling House with Factory Pre-cast Concrete Composite Panel and Truss Construction Components, 9′ Wide Panels, Pilings, and Trusses, up to 48′ foot Long Semi Tractor Trailer Hauled-In, Hurricane Storm Surge Resistant Ocean Front or Mud Slide Resistant, Single or Multi-Story Living Areas also Garage Level feasible on Concrete Floor Trusses.

A. Concrete Composite Truss 9 ft. O.C. as described for FIG. 5, Item K.

B. Square Concrete Pilings up to 48′ Long, 12″×12″ to 24″×24″, with a minimum of 4 Galvanized Re-bar.

C. Side View of Floor Truss 9 ft. O.C. Concrete Composite Factory Pre-cast All-in-One Construction with Embedded Cables, 10″ to 3′×12 to 48′, Poured or Blow Molded Construction.

D. Ground Level or Beach Sand.

E. Radical Slope or Land Slide Danger Lot in Mountainous View Real Estate Areas.

F. Augured Crane Packed Small and Large Stone Gravel Footer.

G. End View of Concrete Composite Piling with Concrete Reinforcing Re-bars, Four 4 Places.

H. Side View of a 0.25″ to 0.5″ Thick, 24″ to 48″ Long, Galvanized Steel Square or Round Sleeve Piling Coupling, by 12″ to 24″ Width used in conjunction with up to 48′ Long Concrete Composite Pilings for Deep Augured Footing Installation.

I. Square Driven Pointed Concrete Pilings extends below Soil Level up to 48′ with Gravel Footer Installed at the Bottom of the Piling as described in FIG. 6, Item F.

FIG. 7 Construction Member Configurations, Standard Dimensional Lumber Sizes or Custom Commercial, of Concrete Composite or Improved Oriented Strand Board or a Combination of the Two, Widths 1″ to 3′ by 6″ to 10′ High for Bridge and Home and Commercial Building Construction.

*The drawings contained in FIG. 7 of this application are also contained in my provisional utility patent application 61/148,135 Composite Building Materials, Sheds, and Transportation Containers.

A. Stud or Beam with Lightening Holes.

B. Material Conserving Beam Lightening Holes, ⅓ of beam volume max., molded or cut, also to accommodate plumbing, wiring, or gas piping.

C. Thin Configuration I-Beam made from pressed or molded high strength resins, polymers, glues, cement, sand, limestone, wood splinters and/or OSB.

D. Steel Galvanized or Stainless Steel Cross Checked Solid Wire or Reinforcing Bars.

E. Thin I-Beam or Lightened Stud.

F. Standard Stud or Dimensional Building Member.

G. Thick Version Structural Building Member, lower quality strength materials.

H. Thick Configuration I-Beam.

I. Nylon Coated Cross Checked Wire or Reinforcing Bars.

J. Thick Configuration Structural Building Member.

K. Thick Version Structural Building Member, lower quality strength materials.

L. Thick Version Structural Building Member, lower quality strength materials.

FIG. 8A. Side View of Beams, Joist, Trusses, Wall Studs, and Plates, constructed of Material-1 Oriented Strand Board (OSB) Improved as used in FIGS. 1 through 10, or Material-2 Concrete Composite as used in FIGS. 1 through 10, or Material-3 Concrete Composite and OSB Combination Products, as used in FIGS. 1 through 10. Cross Holes for Plumbing and Electrical will be bored by Automatic Machines or Molded-In during Truss, Beam, or Board Pressure Pressing

B., C., D., and E. Thin Type Full I-Beam or H-Beam Configuration for Shorter Spans or when using Higher Strength Materials such as Concrete Composites used for House Piers, Composed of Concrete Composite, Organized Strand Board, or a Combination of Organized Strand Board and Concrete Composite, the descriptions of items F through I are identical to those in items B through E.

F. I-Beam for Longer Spans or for Weaker Materials such as Standard Organized Strand Board, Thick Construction as shown in items F, G, H, and I, for Longer Spans and Weaker Density. Materials such as; OSB.

G. Partial I-Beam, Reduced Material Usage as Opposed to Rectangle Organized Strand Boards or Concrete Composite Strand Boards.

H. Solid Board, Rectangle Organized Strand Boards or Concrete Composite Strand Boards or Combination Boards using Both Materials.

I. Organized Strand Board or Concrete Composition or Combination with Reinforcing Cables Treated Coated Wood Joist Band Boards and Center Main Beam Boards 1½″ or 3″ wide×8″, 10″, and 12″, with or without Weather Proofing Treatments and Coatings as Described in Provisional Patent Application No. 61120582.

J. Roof Truss, Howe, Fink, or other Truss Configurations, Residential or Commercial, Organized Strand Board and Concrete Composite Combination or Concrete Composition with Various Reinforcement Methods described in items I and M. with Enlarged Joist Intersection Areas for Strength as shown with Identical Material Composition.

K. 4′×8′ Sheet Goods of Oriented Strand Board with Improved Exterior Grade Glue Construction and/or the Addition of Epoxy Resin Composition for use in Floors, Ceilings, and Siding, 24″ on Center ⅞″ to 1¼″ Thickness. Multi-Material Coated, as describe in Claims, All Four Edges and Both Sides for Water Resistance and Protection. Also created is Concrete Composite Sheet Goods and Concrete Composite and Organized Strand Board 4 ft. by 8 ft. Building Panels. Also the use of Fiberglass Nylon and/or Plastic Sheets, Strips, or Strands for Exterior or Interior Reinforcement in these and other Products Listed in this Patent

I. Re-enforcement Multi-Strand Twisted Cables or Solid Single Strand Cross Checked Wire or Solid Cross Checked Re-Bars, Stainless Steel Nylon Cross Checked or Galvanized Coated, Large and Small depending on Beam Dimensions, Loads, and Material Composition and in Numbers from 0 to 20 per Beam.

M. Nylon Cables, Solid or Stranded, or Nylon Molded Cross Checked Coated Steel Cable or Wire.

N. Flat Truss or Main Beam Truss Configurations, Solid Composite Material Centered Beam or Vacant Space as shown, Residential or Commercial, Organized Strand Board and Concrete Composite Combination or Concrete Composition with Various Reinforcement Methods describe in l. and m. with Enlarged Joist Intersection Areas for Strength as shown with Identical Material Composition

O. Improved Strength Molded Truss Intersections

*All sheds, cabinets, furniture, windows, and doors, described in FIGS. 9 and 10 are made from molded concrete or molded OSB composites as described in this patent.

FIG. 9A. 48 ft. Flatbed Semi-Trailer with 3 Composite Storage Sheds Injection Molded Pre-Cast with 2 inch Thickness Walls of Various Lengths with 6 inch Skid Shed Bases as described in Claims Section, Sheds of Various Sizes from 9 ft. 3 in. W×4 ft. L by 4 ft. W to 12 ft. L by 24 ft. W and having various Siding Textures as described in FIG. 9, item E, the front doors, and FIG. 10, item B, recessed panels or various treatments such as imitation T 111, shakes, reverse board and batten, bricks, etc.

B. 6 Piece Construction Pre-Cast or Molded Sheds, Flat Roofed Commercial Type.

C. Sheds of Various Sizes from 9 ft. 3 in. W×4 ft. L by 4 ft. W to 12 ft. L by 24 ft. W and having various Siding Textures as described in FIG. 10, Item B.

D. Sheds of Various Sizes from 9 ft. 3 in. W×4 ft. L by 4 ft. W to 12 ft. L by 24 ft. W and having various Siding Textures as described in FIG. 10, Item B.

E. Three Piece Poured Composite Concrete Shed Consisting of Two Poured Composite Opening Door Pieces and 1 Main Poured Pre-Cast Concrete Composite, various lengths, widths, and heights, having various Siding Textures as described in FIG. 10, Item B.

FIG. 10A. 4 Piece Shed, Factory Injection Molded Pressed OSB or Molded Concrete Composites with Sides butted together.

B. Shed Side Panel with molded indented squares shown, also moldable in a variety of configurations, such as; Cedar Shake, Boarded Batten, Reverse Boarded Batten, Lap Board, Stucco, T 111, made to match the siding material on the house for esthetic and code enforcement acceptance.

C. One Piece Molded Roof, OSB, Concrete Composite, or a Combination of Materials with or without Exterior Coatings.

D. Four Shed Side Walls shown in place around a fork lift able shed floor, 6 in. plus thick

E. Four Fork Lift Holes, two from each direction, completely through the floor section of the Shed, minimum 2″ width and minimum total floor width of 6 inches.

F. One Piece Molded Shed Floor, Solid Top 2″ Layer shown.

G. Two Slots for Forklift Forks.

H. 2″ Wide Honeycomb Grid, bottom 4 inches of the Shed Floor for the purpose of material conservation lightening

I. Entertainment Center constructed from factory injection molded chip board composite materials, also conceived is the invention of concrete composite tables, chairs, dressers, night stands, chest of drawers, coffee tales, end tables, cabinets, office furniture, dining room furniture, china cabinets, outdoor storage cabinets, garage storage cabinets, gun cabinets, security storage cabinets, safes, indoor and outdoor patio furniture and benches.

J. Manufactured Kitchen Cabinets and Counter Tops made of Concrete Composites or Chip Board Composite Construction, Upper and Lower Cabinets with Counter Top Built-In Back Splash 4″ High.

K. Garage Door constructed of 2″ Wide made of Concrete Composites or Chip Board Composites Construction for Hurricane Resistance.

L. Double Entrance Doors for Residential or Commercial made of Concrete Composites or Chip Board Composite Materials. Also Interior Residential, Solid Core Molded Composite Doors

M. Residential and Commercial Windows with Concrete Composite or Chip Board Composite Frames and Casements

N. Skid Type 1, attached to shed or container or independent construction, 4′×4′×6″ skid for Sheds or Containers constructed of Concrete Composites, Steel, or Plastic. N-1. Nine Weight Bearing Foundation Piers, One on Each of Four Corners, One at Each of Four Skid Side Centers, and One in the Exact Center of the Skid.

O. Skid Type 2 (Attached to Shed or Container or Independent Construction): 4 ft. by 4 ft. by 6 in. Skid for Sheds or Containers constructed of Concrete Composites, Steel, or Plastic.

FIG. 11 Gantry Crane, Semi Trailer Mounted, Mobile Self Loading and Unloading, 180 Degree Swing, Hydraulic Cylinder Operated and Extended, Cable Boom, used for Molded Modular Concrete Building Components Construction and Movement

A. Load Positioning Carriage Double Wheeled Cable Operated.

B. Crane Hook and Pulley Assembly.

C. Crane Boom Extension/Contraction Beginning.

D. Crane Boom Height Increasing and Decreasing Power Cylinder.

E. Telescopic Crane Boom Base Extension/Contraction Start Point.

F. Dual Base Plate for 180 Degree Crane Rotation.

G. Tethered Control for Hydraulic and Electrical Motor Operation.

H-1. Ground Pad Equipment Stabilizer (Hydraulically or Manually Operated) Partially Swung Out, Side View shown in Item H-7.

H-2. Ground Pad and Stabilizer Arm (Hydraulically or Manually Operated) Shown in the Retracted Position for Transportation.

H-3. Ground Pad and Stabilizer Arm Assembly shown in Fully Extended 45 Degree Angled Position, Hydraulically shown as Item H-5 or Manually Operated shown as Item H-6.

H-4. Crane Tower Assembly Top View as shown in Side View of Item O.

H-5. Detached Hydraulic Crane Stabilizer Base Swing Arm showing an Exterior Rectangular Square Tubing Covering as shown as Item H-7 and an Internal Hydraulic Power Cylinder for Automatic Operation.

H-6. Detached Crane Stabilizer Base Swing Arm showing an Exterior Rectangular Square Tubing Covering as shown as Item H-7, Drilled Pin Holes with Drilled Cross Pin for Extension and Contraction of Stabilizer.

H-7. Ground Pad and Stabilizer Arm Side View, Square Tubing Encased Power Cylinder attached to H-8.

H-8. Rectangular Steel Tube with Encased Power Cylinder as shown as Item H-5

H-9. Safety Bolt Anti-Movement with Drilled Cross Hole for Cotter Pin Insertion, Cable attached for Loss Prevention.

I. Hinge Pivot Pin also located at Both Ends of Item D.

J. Cable Spooler Double Mounted Side by Side and Motor for Crane Boom Lateral Movement.

K. Fixed or Extendable Stationary Counter Weight various Lengths, Widths, or Heights. K-1. ‘T’ Shaped Counter Weight Assembly, Extendable or Stationary

L. Flat Bed Semi Trailer Loaded with Concrete Molds as shown in FIG. 12 All Items.

M. Crane Base permanently attached to Semi Trailer Frame. M-1. Crane Base Mounted under Semi Trailer attached to Crane Tower on the Left Side Drawing with Four Extending Stabilizers.

N. Semi Tractor Trailer Ball and Hitch Plate.

O. Frame Telescoping Optional Bracing as Needed.

P. Front View Crane Telescoping Trailer Mounted Bracing.

FIG. 12 Various Pre-Cast Concrete Component Ganged or Individual Molds Configurations including Floors, Walls, Ceilings, Beams, Foundation Walls, Floor and Roof Trusses, Sheds, Furniture, Windows, Cabinets, 4′×4′ and 4′×8′ Panels, Shingles, Dimensional Lumber Products, etc., Mold Construction, Component Casting, and Mold Tear Downs, for Factory or Semi Truck Pouring

A. Eleven Section Multi-Cavity Molds, Concrete Composite, Multiple Ganged Pour Molds for Various Types of Concrete Components as shown in FIG. 12 Items G-1 through G-4, also shown FIG. 1 Item A Floor Panels, also shown in FIG. 2 Item B-2 Floor Trusses, also shown in FIG. 2 Item B-3 Footer Wall, also shown FIG. 2 Item D-2 Flared Base Wall, also shown in FIG. 2 Item D-4 Footer, also shown in FIG. 3 Items A and B Wall Panels, also shown in FIG. 5 Item K Concrete Composite Roof Truss, also shown in FIG. 5 Item K-1 Ledge Set Roof Panel, also shown in FIG. 5 Item K-3 Ledge Set Ceiling Panel, also shown in FIG. 5 Item K-2 Non-Ledge Set Ceiling Panel, Also Included; All other Concrete Composite Components contained in the Original Provision Filing of this Application. A-1. One to Twenty Five Section Multi-Cavity Poured Concrete Molds, 1″ to 12″ Thick by 8′ to 10′ High by 2′ to 50′ in Length, Mold Plates removed from the Front and Rear of Gang Mold A.

B. End View of Mold Carrying Semi Trailer shown with Front and Rear Panel as shown in FIG. 12 Item A-1. B-1. Removable Exterior Mold Panels, Three Places.

C. Four Piece Individual Concrete Composite Component Mold with Concrete Component Inside. C-1. Individual Mold Top and Bottom for Factory or Job Site Construction and Pouring

D. End View of Mold Carrying Semi Trailer with Front and Rear Mold Plates Removed. D-1. Concrete Composite Single Component detached from Multi-Cavity Molds.

D-2. Coarse ACME Threaded Fastener Bolt for Wall Crane Lifting or Mold Break-Free with molded-in or cast-in loop made from materials such as cast pot metals or nylon or high strength looped rebar reinforced concrete as shown in FIG. 3, item K. D-3. Fully Threaded or Partially Threaded Concrete Imbedded Bolt for threaded rod section with nut/washer attached for permanent molded-in wall construction for use in walls, floors, and trusses, as a connection beam for other structural members for breaking apart or lifting side panel sections as shown in FIG. 3, item J, Cast Metal Loop for crane hook insertion with nut and washer cast all-in-one and a threaded hole though the center to accept threaded rods, ¾″ to 1½″ in diameter as shown in FIG. 3, item J-1, An Imbedded Bolt with bolt head and washer manufactured all-in-one for high pull strength breakage resistance as shown in FIG. 3, item J-2. D-4. Fastener with Crane Hook Cable and Single Molded Component for stacking on item E semi-tractor component stack. D-5. A Wire Rack of Spools of Various Wires as shown in end view dots and lines of FIG. 12, item D, and Plumbing as shown in FIG. 3, item A, including galvanized small and large gauge single strand with or without raised cross checked or nylon coated cross checked or twisted multiple strand or new UF electrical wires or soft copper plumbing or flexible plastic plumbing security, television, or telephone wiring, stereo speaker wire, also full height rolls of galvanized welded wire for easy pulling across each mold length. D-6. Wire Rack Extendible Base with or without Top Plate. D-7. Individual Strands of Wire being pulled the full length of each individual panel or being pulled and used as necessary inside of each panel as required. D-8. Double Faced Mold Spacing Bar, two or more places along the length of each panel mold as necessary. D-9. Rotating Threaded Bolts in drilled holes corresponding to threaded nuts welded into the top of each mold top and bottom, two or more places for exact mold width spacing.

E. Factory Pre-Cast Stacked Concrete Composite Components 8′ to 10′ High by 9′0″ Wide Maximum shown with 2″ Wide Square Tubing or Nylon Strap Mold Shipping Containment Banding. E-1. 4′×4′6″ Concrete or OSB Panels. E-2. Rebar inserted through pre-molded holes in each panel and every 10′ along the panel as shown in FIG. 12, items G and H, to stabilize the truck load of panels for load shifting resistance.

F. Four Piece Factory Single Mold Concrete Component

G. Various Molded Panels for floors, wall, ceilings, roofs, footers, and beams, as shown in FIGS. 1 through 10, 12, 13, 14, and 17. G-1. End View Main Flooring Panel with Built-In Beams on Both Sides as shown and described in FIG. 1, item G. G-2. End View Main Flooring Panel Concrete Composite Round Hollow Core Lightening Cavity Integrated Factory Precast All-in-One Panel Construction with radius ledges as shown and described in FIG. 1, item I. G-3. Cutaway View of Full Size Flooring Panel having two edge sections that extend below the main portion of the panel to form a built-in beam type support for spanning longer distances as shown and described in FIG. 1, item H. G-4. End View of Roof Panel for use without Trusses for Flat or Vaulted Ceilings or Roofs with or without Various Roof Surface Textures as shown and described in FIG. 5, item M. G-5. End View of Roof or Ceiling Panel for use with Trusses with Extra Thick Insulation with or without Various Roof Surface Textures including FIG. 5, Items B, D, D-1, E, and G, with insulations previously described in FIG. 5, items H and I, and shown and described in FIG. 5, item L. G-6. Panel Lifting Method for Vertical to Horizontal or Horizontal to Vertical Panel Elevation, Looped Cable and Crane Hook Setup allows sliding cable to gently transition between horizontal and vertical, also shown in FIG. 3, item B-2.

FIG. 13 Factory Built Concrete Composite Housing, Semi Truck Delivered in Completed Sections, 12′ to 16′ Wide by 32′ to 80′ Long, Single Wide or Double Wide, Modular Housing

A. Two Section Concrete Composite Modular Home Shown Assembled.

A-1. Fasteners Rebar or Cast Pot Metal Bolt Roof Ledge Set Roof Panel Slabs to I-Beam as shown in FIG. 3, items I and J. A-2. Fasteners Slab Set Roof to Wall Connection as shown and described in FIG. 5, items C-7 and K-7. A-3. Truss Section of Housing, Partial or Full Length of Trailered Module for use on One Module or Both Sides depending on Layout or Customer Preferences. A-4. Split Concrete Beam with joining together fastener bolts.

B. Prefabricated Housing Half Section sitting on a Transportation Trailer. Also not shown are Footers or Stem Wall Footers constructed separately either Site Built Component Stem Wall System or Site Poured Footers with Site Poured Stem Walls or Component Factory Stem Walls as described in this Original Provisional Patent Application 61/157/328 FIG. 2 Items B-3 and B-4.

C. Prefabricated Housing Half Section with Footers attached sitting on a Transportation Trailer

D. Side View of Roof Panel shown in item drawing, or Floor Panel , or Wall Panel, Ledge Set, Beam Set, Truss and Ledge Set, or Truss, Ledge, and Beam, Set, as shown in FIGS. 1, 2, 3, 4, 5, and 7. D-1. Concrete Main Beam divided in half for Vaulted Ceiling.

E. Top View of Roof Panel shown in item drawing, or Floor Panel, or Wall Panel, Poured or Pressed One Piece Molded Full Length and Width for Concrete Composite or OSB Pressed or Molded Mobil Homes, 12′ to 16′ Wide or 24′ to 32′ as a Double Wide by 30′ to 80′ Long.

FIG. 14 Concrete Composite Molded Components loaded on a Semi Trailer and Rail Car with detachable Self Contained Gantry Crane with Telescoping Sections and Ground Pad Equipment Stabilizer, with or without Multiple Gang Molds in place. These Molded Components can also include Concrete Composite Fencing Products as described in my Provisional Patent Application 61/218,595 or Concrete Composite Sheds as described in my Provisional Patent Application 61/148,135 FIG. 2 or any other Presently Transported Cargos.

A. Semi Trailer showing Roof Trusses and Half Trusses as described in FIG. 2 Item D-6.

B. Rail Car showing Floor Trusses, Side by Side Double Rows, as described in FIG. 2 Items E and B-2.

C. Wide Forklift Slots for Inter Factory Cement Plant Yard Movement or Setting Up Interchanges between Semi Trailer, Railroad, or Ocean Cargo Conversion.

D. Temporary Wheels for Detached Semi Trailer

E. Tethered Crane Control Panel.

F. Railroad Crane Hitch Extension and Coupling.

G. Semi Trailer Crane Hitch Extension and Coupling.

FIG. 15 360 Degree Gantry and Horizontal Yard Crane Combination, Telescoping Height and Length, Electric Motor Gear Driven Extending Sections, Reward Sliding Crane Tower Truck Mounted.

A. Gantry Crane Telescoping Section with or without Secondary Internal Gantry Crane Section to Extend the Crane Length to 150′, Second and Third Square Ring of End View Item P.

B. Main Stationary Gantry Crane Section, Non-Telescoping, Largest Diameter Crane Section of End View Item P. B-1. Gantry Crane Section Partial expanded to show Gear and Track shown in Items Q, 6, and R.

C. Crane Operator Cab preferred Front Position. C-1. Crane Operator Cab Rear Configuration for Improved Truck Load Carrying Capacity.

D. Hydraulic Power Cylinder for Raising and Lowering Angled Crane Height working in conjunction with Pivot Point, Item O.

E. Cable Spoolers.

F. Gantry Crane Counter Weight Balance Crane Extension Section, Smallest Square Ring of End View Item P.

G. Counter Weight for Gantry Crane Extensions A and B.

H. Crane Supports with Pivot Pin Ends, Removable.

I. Operator Truck Cab, Square Tube X Design Reinforced, Same as Truck Frame, Welded together with Item U.

J. Crane Supports with Pivot Pin Ends, Removable, Opposite Direction Bracing as Item H.

K-1. Manual or Remote Controlled Tandem Slide by Electric Motor Rail and Gear Operated. Crane Stabilizer Pad and Telescoping Assembly, Four Places, 40′ Distance between all Pads as shown in FIG. 11 Items H-1 through H-8.

K-2. Manual or Remote Controlled Tandem Slide by Electric Motor Rail and Gear Operated Crane Stabilizer Pad and Telescoping Assembly, Four Places, 40′ Distance between all Pads as shown in FIG. 11 Items H-1 through H-8.

L. Pivot Plate 360 Degrees.

M-1. Crane Base Rear Sliding with Crane Attached.

M-2. Crane Base and Tower in Rear Position Partial Phantom View with Cut Line

M-3. Bi-Directional Slide Path Arrow showing path of Crane Tower Movement

N. Horizontal Crane Tower with Entire Top Removed including Telescoping Sections and Operator Cab.

O. Pivot Point Circular Pin for Main Crane Boom.

P. End View of Retracted Telescoping Crane Boom Sections including Counter Balance Boom or End View Retracted Telescoping Crane Height Extending/Lowering Tower, 3 or 4 Sections up to 36′, Crane Lengths from 50′ to 75′ per Section

Q-1. Gear and Track for Secondary Extension Crane Section as shown as Items Q-6 and R

Q-2. Gear and Track for Counter Weight Extension Crane Section as shown as Items Q-6 and R

Q-3. Gear and Track for Crane Height Extending/Lowering Tower as shown as Items Q-6 and R

Q-4. Gear and Track for Rear Sliding Tower Base with attached Telescoping Crane Tower

Q-5. Gear and Track for Third Extension Crane Section as shown as Items Q-6 and R

Q-6. Electric Motor Driven Gear, 5 Places as shown in Items Q-1 through Q-5

R. Gear Track Extending the Length of each Crane Tower Section

S. Crane Height Extending/Lowering Telescoping Tower Sections as shown in Item P

T. Square and Rectangular Tube Steel Welded Truck Frame, 50′ to 100′ Long depending on Road Regulations

U. Crane Rest and Cargo Stop

U-1. Rear View Crane Rest and Cargo Stop welded to Reinforced Cab Frame, Item I

FIG. 16 Crane Telescoping Gantry Semi Tractor Mounted as shown in FIG. 11.

A. Semi Tractor Operator Cab and Crane Operation Cab with High Visibility Glass Top and Rear Window. A-1. Semi Tractor Operator Seat in the Crane Operating Position. A-2. Semi Tractor Operator Seat in the Tractor Trailer Driver's Position.

B. Telescoping Arm Crane attachment Frame attached to Truck Frame.

C-1. Cargo Stop Plate (Removable) and/or Mold End Plate for Multi-Cavity Concrete Component End Plate.

C-2. Cargo Stop Plate Crane Rest Combination and/or Mold End Plate for Multi-Cavity Concrete Component End Plate.

C-3. Semi Trailer End Plate (Crane Rest).

C-4. Multi-Cavity Concrete Molds or Other Cargo including everything carried by Truck.

D. Elevating Boom Angle, Telescoping Gantry Crane Boom (360 Degree Rotational Pivoting).

E. Remote Controlled Crane Control Panel, Switchable Mode from Cab Operator to Remote Ground Operator.

FIG. 17 Concrete Composite Molded Component loaded on a Semi Trailer and Rail Car with or without Multiple Gang Molds in place.

A. Concrete Composite Trusses and Truss Half Sections with or without Molds attached, 6″ to 12″ Wide per Truss.

B. Rail Flat Car with Horizontally Stacked Concrete Composite Molds, Molded Products, or Molds with Molded Products inside the Molds.

C. Ocean Cargo Enclosed Shipping Container with Horizontally Stacked Concrete Composite Molds, Molded Products, or Molds with Molded Products inside the Molds.

FIG. 18 Difficult Delivery Rolled Roof Remote Controlled Crane truck mounted and has three geared motor driven pivoting sections with hydraulic cylinders remote controlled for delivering roofing or any use requiring precision delivery.

A. Rolled roof shingles, carpet, or other loads.

B. Center rod for lifting rolls of materials.

C. Building pitched roof.

D. Stationary arm with a 360 degree rotating pivot as shown in FIG. 18, item F, with or without one or two sectional internal hydraulic cylinders as shown in FIG. 18, items I and J.

E. Stationary arm with or without hydraulic cylinders as shown in FIG. 18, items I and J.

F. Pivoting Joint with external ring attachment areas. F-1 Electric motor with internal or external reduction gears and geared sprocket mounted on the motor shaft for 360 degree rotational crane arm operation.

G. 360 degree rotating plate pivoting sectional arm joint gear, remote controlled electric motor activated, located three places along extended crane arm, as shown in FIG. 18, item S.

H. Stationary arm with a 360 degree rotating pivot as shown in FIG. 18, item F, with or without one or two sectional internal hydraulic cylinders as shown in FIG. 18, items I and J, shown in three places along crane arm.

I. Side view of a rounded edges square tube precision hydraulic power cylinder and crane arm combination showing piston rod extended out of a two stage power cylinder for use in locations such as items H, C, or K, crane arm sections.

I-1. Piston body packing's and milled grooves of square hydraulic cylinder and crane arm combination.

I-2. Piston cylinder packing's and milled grooves for rounded edges of the precision square tube power cylinder.

I-3. Square power cylinder piston with rounded edges shown in full extended position connected to a piston rod and crane arm combination, item I.

I-4. Power cylinder stage separation line for single or double stage power cylinder shown along crane arms in seven places.

J. End view of a crane arm section with a rounded square tube power cylinder and crane boom combination inside and a square exterior and a two stage power cylinder interior with hydraulic oil filled interior.

K. Power cylinder, single or double stage, one each crane section arm.

L. Pin pivoting joint.

M. Base stationary crane arm.

N. Side view of extra wide rolls of rolled roofing, 6′ to 30′.

O. Remote control for crane operation including motors and hydraulic cylinder operation.

P. Rolls of simulated shake shingles.

Q. Standard rolls of rolled roofing, carpet, linoleum, etc.

R. Truck cab.

S. Side cutaway view of a gear ring as shown in items f and g, attached to item T.

T. Two piece 360 degree circular rotating crane arm joint bolted to gear ring, item S.

FIG. 19 Difficult Delivery or Chain Saw and Claw Remote Controlled Single or Double Arm Crane truck mounted and has three geared motor driven pivoting sections with hydraulic cylinders remote controlled for delivering roofing or any use requiring precision delivery.

A. Electric chain saw motor and gears attachment for multi-sectional hydraulic crane as shown in FIG. 18, external cord and power source operated (not shown).

B. Blade and chain of electric chain saw assembly.

C. Tree limb or branch.

D. Stationary arm with a 360 degree rotating pivot as shown in FIG. 18, item F, with or without one or two sectional internal hydraulic cylinders as shown in FIG. 18, items I and J.

E. Stationary arm with or without hydraulic cylinders as shown in FIG. 18, items I and J.

F. Pivoting Joint with external ring attachment areas. F-1. Electric motor with internal or external reduction gears and geared sprocket mounted on the motor shaft for 360 degree rotational crane arm operation.

G. 360 degree rotating plate pivoting sectional arm joint gear, remote controlled electric motor activated, located in four places along extended crane arm, as shown in FIG. 18, item S.

H. Stationary arm with a 360 degree rotating pivot as shown in FIG. 18, item F, with or without one or two sectional internal hydraulic cylinders as shown in FIG. 18, items I and J, shown in three places along crane arm.

I. Side view of a rounded edges square tube precision hydraulic power cylinder and crane arm combination showing piston rod extended out of a two stage power cylinder for use in locations such as items H, C, or K, crane arm sections.

I-1. Piston body packing's and milled grooves of square hydraulic cylinder and crane arm combination.

I-2. Piston cylinder packing's and milled grooves for rounded edges of the precision square tube power cylinder.

I-3. Square power cylinder piston with rounded edges shown in full extended position connected to a piston rod and crane arm combination, item I.

I-4. Power cylinder stage separation line for single or double stage power cylinder shown along crane arms in seven places.

J. End view of a crane arm section with a rounded square tube power cylinder inside and a square exterior and a two stage power cylinder interior.

K. Power cylinder, single or double stage, one each crane section arm.

L. Pin pivoting joint.

M. Base stationary crane arm.

N. Limb claw, single piece, lower jaw with teeth, gear operated inside item Q, single jaw passes through center top jaw for pinching action in conjunction with leverage pivot bolt, item N-2.

N-1. Limb claw, double piece, top jaw with teeth, gear operated inside item Q.

N-2. Leverage pivot point bolt through upper and lower jaws for electric motor clamping leverage pressure.

O. Remote control for crane operation including motors and hydraulic cylinder operation.

P. Electric spray motor for painting, corded with electric power and liquid paint feed tube from ground location, attaches in the same position as items A and B, chain saw.

Q. Limb claw and gear box for crane, attaches in the same position as items A and B, chain saw.

R. Truck cab.

S. Side cutaway view of a gear ring as shown in items F and G, attached to item T.

T. Two piece 360 degree circular rotating crane arm joint bolted to gear ring, item S.

U. Spray paint nozzle

V. All terrain vehicle for line men common bucket lift crane or multi-purpose difficult delivery chain saw and claw or painting remote controlled single or double arm crane with four hydraulically extending stabilizers as shown in FIG. 11, items H-1 through H-9, and item M-1

V-1. Crane Mast, Single or Double for Chain Saw or Chain Saw and Claw

V-2. All terrain nobby tires, four places.

V-3. Operator and hydraulic controls.

SUMMARY

The new building construction system is factory built then shipped by semi flat bed and tractor or boxed semi trailer. The components are stacked up and laid flat to accommodate maximum loading. The 9 ft. wide system of molded concrete composite trusses and insulated panels, for floors, walls, ceilings, and foundations, formed together to create a crane quick erected house or small commercial building and is designed around the maximum width allowable for standard road transportation. The new system incorporates material improvements and new product creations and usages. The new housing system involves the use of potentially three new materials for the construction of all components except where moisture would be a problem with the wood composition. The first one is concrete composites comprised of Type M Cement with improved epoxies and resins, sand, 6A to 24A limestone, and fiberglass reinforcement strand, Styrofoam beads can also be added to improve insulating ability. The second material is Oriented Strand Board improved with epoxies and resins and also the use of splintered, chipped, or shaved wood, and sawdust, compression molded to form the components of the building. The third product is a combination of the two. The new roofing materials include quick install rolls in asphalt products, panel sections and concrete composites in panel sections, individual shingles, and all-in-one roof panel structural members and sheeting combinations. Also included is a new concrete composite deep piling residential and small commercial construction method with piling splicing. Also, a difficult delivery rolled roof remote controlled crane truck mounted. The new system involves home and light commercial building products including trusses, beams, and sheet goods, for new building construction. The system also includes new construction materials for doors, windows, and cabinets, and household furnishings. The system also includes new materials and methods for the construction of sheds. Materials involved the construction of the sheds can also be used as a pouring material for the construction of poured wall homes and tilt up residential construction. The new prefab housing uses a choice of 3 new types of materials depending on economics and availability of the geographic area to construct homes. The system incorporates a combination of new and existing concepts including factory pre-formed stem wall and floor sections, trusses, and roof and ceiling sections, also tilt up slab constructed wall sections are shown for standard or large custom homes and small commercial construction. The new concrete OSB composite sheds and small containers in one piece, three piece, and six piece, versions, factory molded pre-cast will allow for reduced non-existent assembly time and facilitate reduced storage and transportation space for either new or disassembled small containers and sheds. Also, a chain saw and claw remote controlled single or double arm crane truck mounted. The new building construction system contains a new crane type that combines the advantages of gantry with telescoping sections and vertical boom angling and long distances traversing with improved portability ease. The crane swivels 360 Degrees and has a ‘T’ shaped or square shaped retractable/extendable counter weight. The three or four sectional telescoping mast has a hydraulic cylinder to raise or lower the boom angle. The sectional boom and mast have electric motor driven gears and geared rail for extending and contracting sections. The crane is controlled by an attached tethered control panel, or by a dual controls truck cab, or by a wireless remote. In the long frame truck version, the retracted crane slides to the rear of the truck in order to facilitate full cargo loading capabilities of the vehicle. Tandem slide by electric motor rail and gear operated stabilizer pads and rear position changing crane operator cab also help facilitate full cargo loading. The crane lower has 4 swing-out hydraulically operated stabilizer arms with hydraulically operated horizontal foot pads. Ganged together concrete molds that are massed produced by pouring all at once with removable full top, side, bottom, and end, plates, for various concrete composite products that are factory produced or concrete ready mixed yard produced and transported by rail car, truck, cargo container, or semi trailer. Then crane hoisted into position on the job site. Assembled factory housing half or one third house width sections transported and job site crane set with or without interlocking trusses and concrete footers. Concrete Composite Mixtures and Existing Materials in the Original Filing will be updated to include the use of Volcanic Pumice Aggregates and Crushed Volcanic Aggregates.

Purpose or Usefulness

The new crawl space construction method will eliminate the necessity of large volumes of fill sand being dump trucked to individual home sites instead of the present fill sand and concrete monolithic poured slab and footer methods.

The new system will reduce construction cost by mass production of factory built components.

The new system will reduce start to finish construction time, basic erection occurs in one day.

The new system will reduce construction cost by reduced labor cost allowing for more economical cost to consumers.

The new system will allow more families to qualify for home loans because of the reduced cost of construction and improved ability to keep up with their payments.

The new system will have improved hurricane and tornado wind resistance as opposed to wood frame construction methods.

The new system will have improved termite and ant damage resistance as opposed to wood construction.

The new system in the concrete version will improved fire resistance to reduce the loss of human life and structure.

The new concrete roof system will eliminate the need to replace asphalt shingle roofs.

The new land slide resistant construction will eliminate custom homes from being swept down hillsides.

The new hurricane resistant construction will eliminate custom homes from being undermined in the event of hurricane shifted sand.

The new pre-cast footer and slab construction allows construction in remote areas where ready mix concrete delivery is unavailable.

The new concrete composite building construction system will eliminate the cutting of live trees that produce oxygen and help retain soil moisture.

The new concrete composite building construction system will allow economical construction in areas where there is no lumber resource available.

The new system will reduce carbon emissions and wasted fuel from construction traffic associate with the job site and provide long term employment at the factories with reduced commuting distances for employees.

The new lumber products described in this patent will further advance building construction methods resulting in reduced initial costs of the new materials as compared with existing materials.

The concrete composite construction will result in improved building weight or hurricane and wind resistance.

The new building products, concrete composites will reduce the long term demand for lumber therefore allowing for fewer trees to be cut, allowing more oxygen for humans to breathe and to create a more natural earth environment (Green Friendly).

The new building products will help to utilize presently unusable for construction wood that is normally wasted by leaving it lay after being cut or dying of various causes and not being harvested for lumber production because of too small of a diameter or non-straight or low quality species or diseased.

The new product will help to save the rain forest from being cut down by reducing the demand for rain forest lumber products. Dwindling wood supplies combined with increased demand for housing as the population grows will likely dictate the use of this product now or in the future.

The system will also help to reduce fire hazard associated with solid all wood product building materials leading to a reduction of deaths, injuries, and related property damage. Consumers will also be rewarded with reduced insurance premiums from insurance companies.

The new construction materials will help to allow economical single family construction in areas where lumber resources are scarce or non-existent like desert and scrub brush areas.

The new concrete composite sheds will reduce manufacturing labor cost and result in consumer savings at the retail level. Ease of construction in the multiple piece versions of the sheds will allow for easy flat storage and shipping and in the 1 piece version will allow strength, durability, and weight, to resist hurricanes and winds associate with interstate transportation. The concrete version will be rot resistant resulting in improved longevity.

The new housing system is superior to anything existing at the present therefore it constitutes improvement on the existing as all the products contained in this filing also do and will become the preferred consumer product in the areas of low price, durability, and transportability.

Claims

1. Claimed is the invention of a new system of factory and site built complete quick erect construction using either concrete or pressed wood for residential homes and small commercial buildings. The system is comprised of the following components; (a) Economical factory molded concrete composite road and rail transportable sectional residential buildings and small commercial buildings including floor, wall, ceiling, roof slabs, and foundation trusses roofs and floors.(b) The use of the following materials for the potential construction of panels, trusses, beams, studs, and footers and foundation walls, including; fiberglass strands and mats, nylon strands, sand, roofing stone size granules, pea size crushed stone, Styrofoam bead, Type M Portland cement, concrete mesh wire, concrete re-bars, nylon coated wire, re-bars, and wood splinters mechanically processed.(c) Slab on site construction tilt up construction method for houses and small commercial buildings and the right to restrict or deny the usage of this method for commercial use of all of the inventions pertaining to concrete or concrete composite construction contained in this non-provisional filing.(d) Residential and small commercial full span factory pre-cast steel reinforced concrete composite floors in new configurations as shown in FIG. 1.(e) Pre-cast concrete composite injection molded or molded panels for floors with (small or) large insulation spaces for imbedded Styrofoam or fiberglass installed after mold insert removal as shown in FIG. 1, items A, B, C, G through G-7, H through H-2, J and J-1, and I through I-2, also FIG. 2, items I through I-4.(f) Radius corner concrete composite floor panels for added strength as shown in FIG. 1, item a-1.(g) Double thickness concrete main beams, side beams, and ends, for high panel strength during crane lifting as shown in FIG. 1, items A-2 and C-2.(h) Factory installed ceramic tiles and factory stamped imitation floor tiles, molded or injection molded, or stamped, all-in-one or installed after erection construction at the time of concrete composite pouring of entire panel as shown in FIG. 1, item B-1.(i) Ledged floor panels for truss setting as shown in FIG. 1, item C-1.(j) Pre-cast concrete composite injection molded panels with concrete mesh reinforcement wire with various spacing and wire thicknesses depending on span length as shown in FIG. 1, item F-1.(k) Tapered triple beams for all panels, roof, floor, and ceiling, with material saving weight lightening holes as shown in FIG. 1, item C-2, extendable precast concrete beams as needed for additional weight bearing as shown in FIG. 1, item C-3.(l) Pre-cast concrete composite injection molded pressed or poured panels with or without pre-formed ledges for weight bearing support on roof or floor trusses as shown in FIG. 1, item F-4.(m) Insulated cores for pre-cast concrete composite injection molded panels filled with injected solidified in place Styrofoam, loose fill bead Styrofoam, or loose filled fiberglass, as shown in FIG. 1, items g-1 and H-1.(n) Residential or small commercial stem wall and foundation concrete composite flooring panels as shown in FIG. 2, items A, C, B-2, and B-3.(o) Semi trucked full length floor panels for use with or without floor trusses, factory pre-cast concrete composite for houses and small commercial buildings and the combination of end-to-end extensions past 48 ft. long plus in additional sections for large custom homes as shown in FIG. 2, items A-1 and C-3.(p) Factory pre-cast concrete composite footers as shown in FIG. 2, items b-1, b-4, B-3, B-5, B-6, B-9, D-4, G, G-1, and G-2.(q) Lightening holes in concrete footers as shown in FIG. 2, item B-1.(r) Concrete composite roof and floor trusses used in conjunction with factory concrete composite floor and wall sections as shown in FIG. 2, items B-2 and D-7, FIG. 3, item E, FIG. 5, item K, and FIG. 7, item A.(s) Combination of stem wall and flared tapered footer, poured all-in-one shown as items B-5, Styrofoam encased insulated or fiberglass insulated with one side attached panels as shown in FIG. 2, items B-3, B-5, B-6, D-6, and F.(t) Solid pre-cast footers, also shown in FIG. 2, item D-4.if FIG. 2 (D-4).(u) Hollow core insulated footer as shown FIG. 2, items B-3 and F.(v) Combination footer and stem wall factory pre-cast all-in-one as shown in FIG. 2, item B-5.(w) Round lightening holed concrete composite footers or walls with horizontal or vertical circular insulation cavities, also shown in FIG. 3, items D and E, FIG. 2, item D-2, and FIG. 4, items F, G, AND H, Also claimed is the invention of gravel beds under walls with plastic tiles for foundation drainage including full height basement walls as shown in FIG. 2, item B-6.(x) 6A limestone gravel for footer beds used in conjunction with pre-cast flared footers and pre-cast footers for easy leveling of these items as show in FIG. 2, item B-8.(y) 4A or 6A Thin Crushed Limestone Footer Base, 4″ Thick Racked Level(z) Concrete composite factory pre-cast roof panels for small commercial buildings as shown in FIG. 5, items A and K-1.Full length roof panels, factory pre-cast concrete composite for houses and small commercial buildings and the combination of end-to-end extensions past 48 ft. long for large custom homes as shown in FIG. 5, items A and K-1.(a-a) Prefabricated footer and slab method of construction as shown in FIG. 2, item D.(a-b) Factory pre-cast concrete composite wall sections with integrated footer as shown in FIG. 2, item D-2.(a-c) Factory pre-cast concrete composite insulated welded wire reinforced ceiling panels as shown in FIG. 5, items A, H through H-3, I through I-3, L, M through M-1, and K-1.(a-d) Center floor weight bearing footers for reduced thickness factory pre-cast paneled as shown in FIG. 2, item D-4.(a-e) Reduced thickness factory pre-cast panels used in the no-crawl-space construction method as shown in FIG. 2, item D-5.(a-f) Concrete composite stem walls as shown in FIG. 2, item F.(a-g) One piece factory injection molded pre-cast concrete composite walls with multiple choice interior/exterior textures as shown in FIG. 3, item A.(a-h) 8 ft. high and custom upscale residential 9 ft. high pre-cast factory trucked in concrete composite walls as shown in FIG. 3, item A.(a-i) Pre-cast single piece wall sections as shown in FIG. 3, item A.(a-j) Two or three story buildings of the same construction as described in this patent application.(a-k) Shake shingle siding constructed of all presently available materials and those materials contained in this patent application and shown in FIG. 3, item A-4.(a-l) A-2 claimed is the invention of all-in-one formed concrete walls with exterior and interior molded or stamped textures as shown in FIG. 3, items A-1 through A-4.(a-m) Concrete Styrofoam encased factory pre-cast walls as shown in FIG. 3, item C-2.(a-n) Rounded corner Styrofoam blocks for increased wall strength as shown in FIG. 3, C-2(a-o) Triple beam integrated wall strengthening and six holed panel lifting method as shown in FIG. 3, item B.(a-p) Wall molds, floor molds, roof panel molds, footer molds, truss molds, 4′×8′ panel molds, and concrete composite shingle molds as shown in FIG. 3, item D.(a-q) Two story factory prefabricated concrete composite housing as shown in FIG. 3, item 3-E.(a-r) Pre-cast factory molded concrete, OSB, or splinter OSB, fiberglass insulated walls, floors, roofs, trusses, ceilings, foundations, and footers, as shown in FIGS. 1 though 6, and FIG. 8.(a-s) 4′ by 8′ or 9′ panels in various interior/exterior textures as shown in FIG. 4, item f-1, and items A, B, C, and D.(a-t) Factory molded pre-cast one sided walls used in conjunction with various interior or exterior concrete composite 4′ by 8′ or 9′ panels for the other side as shown in FIG. 4, items F and G.(a-u) Double sided 4′ by 8′ or 9′ panel walls used in conjunction with concrete, wood, composite OSB, or metal, wall studs as shown in FIG. 4, item H.(a-v) Separate pre-cast factory built walls and footer with no flares as shown in FIG. 4, items J and I.(a-w) Factory pre-cast concrete roof panels with truss setting ledges as shown in FIG. 5, items H, L, and.(a-x) Factory concrete composite pre-cast panels molded or stamped with or without textured roofing material imitations as shown in FIG. 5, item b.(a-y) Exterior waterproofing sealed concrete composite roof panels and factory or on-site applied sprays as described in FIG. 5, items B, D, and G.(a-z) Integrated pre-cast strengthening studs concrete composite all-in-one injection molded or molded strength improving and panel lightening and insulation accommodating building panels as shown in this patent, FIG. 5, item C-1.(b-a) Large sectional pre-cast concrete composite shingle sections and staggered interlock overlapping, 1′×4′, 2′×4′, and 4′×4′, rapid install sections as shown in FIG. 5, item D.(b-b) Asphalt shingle sections and staggered interlock overlapping, double layered main body, 1′×4′, 2′×4′, and 4′×4′, all-in-one factory pre-assembled rapid install sections as shown in FIG. 5, item D-1.(b-c) Individual piece splicing method of joining sections of factory asphalt and concrete composite roofing panels as shown by shingles marked with the letter P in FIG. 5, item E.(b-d) Rolls of asphalt roof caps, 12″ to 18″ wide, as shown in this patent, FIG. 5, item F.(b-e) Concrete composite shingles in various configurations including standard three tab shingles, with various textures such as; rustic dimensional, cedar shake, slate, etc., also the conception of two to four through six tab shingles as shown in FIG. 5, item G.(b-f) Lightened weight and thickness ceiling panels for ceiling applications as shown in FIG. 5, items H, K-2, and K-3.(b-g) Cavity molded fiberglass insulation or pre-cast in place Styrofoam block insulation cavities poured or injection molded all-in-one ceiling panels as shown in FIG. 5, item L-1.(b-h) Factory pre-cast ceiling or roof panels molded in place with embedded Styrofoam or fiberglass insulation as shown in FIG. 5, items H, I, L, M, and W, and FIG. 1, items J and J-1.(b-i) Interlocking shingles in rolled form as described FIG. 5, item D-1, and roll sizes from 1′ to 25′ wide and lengths of up to 500′ as shown in FIG. 5, item J.(b-j) Concrete composite vaulted ceiling trusses as shown in FIG. 13, items A, B, and C.(b-k) 9 ft. 0 truss spacing used in conjunction with the new concrete composite construction system as an economical improvement to 24 inch spacing as shown in FIG. 5, item K-1.(b-I) Pre-cast concrete composite injection molded panels for ceiling applications, upward mounted installation as shown in FIG. 5, item K-2.(b-m) Pre-cast concrete composite injection molded panels for ceiling applications, downward mounted as shown in FIG. 5, item K-3.(b-n) Pre-cast concrete composite injection molded panels for roof installation as shown in FIG. 5, items A, B, C, L, and M, and shown installed in FIG. 5, item K-1.(b-o) Pre-cast concrete composite injection molded panels for ceiling applications and also the concept of lightened weight and thickness ceiling panels for ceiling applications as shown in FIG. 5, item H.(b-p) Factory pre-cast all-in-one roof panels as shown in FIG. 5, items A, C, H, I, L, M, U, and V.(b-q) Cavity molded fiberglass insulation or pre-cast in place Styrofoam block insulation cavities poured or injection molded all-in-one roof panels as shown in FIG. 5, item G.(b-r) Circular core roof or ceiling panels with insulated core, loose fill or expanded polystyrene molded in place wet as shown in FIG. 5, item M.(b-s) Concrete composite shingles with fiberglass core, mat, or strand, construction, 300 to 600 lbs. per sq. ft. as shown in FIG. 5, item N.(b-t) Pre-cast pre-molded concrete composite shingle nail holes in the same configuration as presently used in shingle nailing patterns as shown in FIG. 5, item N-1.(b-u) Asphalt sealdown strips used in conjunction with concrete composite shingles as shown in FIG. 5, item N-2.(b-v) Interlocking single piece shingles as shown in FIG. 5, item P, used in conjunction with asphalt or concrete interlocking shingle panels as shown in FIG. 5, items B and E.(b-w) Pre-bent asphalt or concrete composite ready made shingle caps as shown in FIG. 5, item Q.(b-x) Ready made half shingles for drip edge roof completions in concrete composite and asphalt as shown FIG. 5, item R.(b-y) Concrete composite deep piling residential and small commercial buildings for land slide and hurricane erosion resistance construction method as shown in FIG. 6.(b-z) Reducing insurance cost resulting from loses incurred when land slides cause houses to become demolished as shown in FIG. 6.(c-a) Concrete and concrete composite structural building components including beams, floor, ceiling, and roof, trusses and joists, and structural studs, with or without the addition of Styrofoam beads, air injection, and volcanic pumice as shown in FIG. 7.(c-b) Concrete molded reinforced I-beam and non I-beam versions of floor, ceiling, and roof trusses and joists, and structural studs as shown in FIG. 7.(c-c) Wiring and plumbing material molded lightening holes, with round holes the size of up to one third the material volume for the purpose of material saving and weight reduction as shown in FIG. 7.(c-d) Concrete commercial and residential I-beams, studs, floor, ceiling, and roof trusses and joists, as shown in FIG. 7.(c-e) Nylon coated cross checked steel reinforcement wire for concrete small and large construction members as shown in FIG. 7, items D and I.(c-f) Thin walled, 1″ to 12″ thick, volcanic pumice high strength concrete mixtures containing all sizes of crushed lime stones (4A to 22A), fiberglass reinforcing fibers, sand, Type M cement, Styrofoam bead and blocks, and the usage of lightweight reinforcing wires or nylon cables as described in the Provisional Patent Application 61/148,135, FIG. 1 items K, L, and m.(c-g) Ultra wide concrete composite trusses, 4-36″, as shown in FIG. 8, items j and n, FIG. 5, item k, and FIG. 2, items b-2,d-6, e, and f.(c-h) Ultra wide wood composite trusses, 4-36″, as shown in FIG. 8, items j and n, FIG. 5, item k, and FIG. 2, items b-2,d-6, e, and f.(c-i) The usage of these volcanic pumice and concrete mixtures in residential and commercial construction.(c-j) The usage of composite volcanic pumice concrete mixtures in all products listed in the previous Provisional Patent Application 61/218,595 Concrete Composite Fencing Systems and the previous Provisional Patent Application 61/481,135 FIGS. 1, 2, and 3, and products in this Original Provisional Patent Application 61/157,328, All Figures.(c-k) The usage of volcanic pumice mixtures to produce light weight concrete.(c-l) The usage of composite volcanic pumice mixtures as an insulated concrete material.(c-m) The usage of composite volcanic pumice mixtures is the construction of residential and commercial buildings.(c-n) Concrete wedge block fastener, single precast molded with the wall or double sided insertable block for insert connecting together vertical concrete walls as shown in FIG. 2, item d-7. 45 degree angle wall and foundation section ends connection method as shown in FIG. 2, d-8. Bolt holes 45 degree angled for high strength connection at corner with molded recessed counter sinks at both ends, also used with new fasteners shown in FIG. 3, items F, I, and H.(c-o) The usage of roof sections, FIG. 5, item a, with rolled roofing products shown in FIG. 18, items p, a, and n. Also, described and shown in FIGS. 3, 4, and 5, the non-provisional patent filing Ser. No. 12/633,049.(c-p) Panel lifting and mold breaking fasteners shown in FIG. 1, item A-6. Also, barrel type fasteners shown in FIG. 1, items A-8, C-6, D-1, and F-1. Also, main column and beam fasteners as shown in FIG. 1, A-5.(c-q) Material saving and weight reduction holes, also used for plumbing and electrical access, shown in FIG. 1, item C-2, also FIG. 2, item H, and FIG. 5, item C-2.(c-r) Tongue and groove panel seams with sealant in bottom shown in FIG. 1, item C-4.(c-s) Built-in span lengthener beam for floor and ceiling panels as shown in FIG. 1, item G-6, FIG. 2, items J-1 and L-1, and FIG. 5, items H-1, I-1, and V.(c-t) Ledge strengthening galvanized reinforcing wire as shown in FIG. 1, item G-5.(c-u) Fastener attached panel insulation cover and firewall for more combustible main panel, drywall or cast concrete as shown in FIG. 1, item G3, also shown in FIG. 4, items F-1 and H-1.(c-v) Bolt together panels as shown in FIG. 1, items G-4 and C-5, also show in FIG. 2, items J-1 and L-1, and FIG. 5, items H-1 and 1-1.(c-w) Complete panel insulating aggregate mixtures including vermiculite, pumice, and/or Styrofoam beads or small peanuts as shown in FIG. 1, items J, J-1, and J-2.(c-x) Panel and I-Beam Flooring System as described in FIG. 2, items I and A-3.(c-y) Poured or pressed building walls with built-up truss weight bearing members as shown in FIG. 3, items A, B, and C, and FIG. 1, item A-5, and FIG. 4, items E and F.(c-z) Foundation wall or structural wall weight spreading reinforcement angular and vertical beam and molded-in footer plate as shown in FIG. 3, items F-3, F-4, and F-5.(b-a) Plumbing and electrical installation using insulation impressing for pre-poured walls with mold faced pre-mounted boxes and Styrofoam blocks for wiring and plumbing through the wall edge termination as described in FIG. 3, items A-5 through A-9.(b-b) New fasteners, greased or oiled, coarse ACME thread, hot metal, nylon, or high strength concrete encased reinforced rebar as shown in FIG. 3, items F-1, F-3, I, I-1, G, H, J, J-1, K, and L.(b-c) Textured Interior/Exterior Panels, poured or stamped masonry or pressed OSB, 2′×8′ and 4′×4′, as shown in FIG. 4, items D and A-2(b-d) Pre-drilled or molded panel edge fastener attachment holes and/or 16″ or 24″ O.C. vertical stud attachment holes for all size building material panel sheet goods an example is shown in FIG. 4, items D-1 and A-4.(b-e) Tongue and Groove and Weather Seal Angling Tongue and Groove Siding Building Panels including raised textured masonry and pressed OSB as shown in FIG. 4, item F-1.(b-f) Seam hiding matching pattern textures individual concrete composite or OSB pieces as shown in FIG. 4, items A-4 and A-6, also shown in FIG. 5, item P.(b-g) Interlocking Siding Panels OSB or Concrete Composite as shown in FIG. 4, item A-7.(b-h) Molded Wall Panels with studs and weight bearing column molded in as shown in FIG. 4, item f.(b-i) Molded Panels with studs and exterior molded raised finishes compatible with pre-drilled panels as shown in FIG. 4, items G-1 through G-4.(b-j) Molded Dimensional Lumber or Conventional Lumber used in conjunction with exterior and interior masonry textured panels as shown in FIG. 4, item H-2.(b-k) Concrete Main I-Beam with connecting fasteners used in conjunction with building trusses and for lateral truss racking strength as shown in FIG. 5, item K-5.(b-l) Trusses with material saving weight reduction holes and I-Beam strength wrapping as shown in FIG. 5, item K.(b-m) I-Beam or Solid Beam with top side angle panel ledges molded in and pre-drilled fastener holes for roof panels as shown in FIG. 5, items K-4 and O-1.(b-n) Concrete or OSB Composite Fastener Connection Methods for Panel to Beam, Truss to Wall Panel, Truss to Beam, Truss to Roof Panel, Beam to Roof Panel, and Wall Panel to Roof Panel, as shown in FIG. 5, items C-7, K-5, K-7, 5-1, S-2, and O-1.(b-o) Beam to Roof Panel Connection Method as shown in FIG. 5, items S-3 and O.(b-p) Panel Truss Panel through Pinned Connection Method as shown in FIG. 5, items M-2 and M-3.(b-q) Multiple Ganged Two Sided Molds and Wire Spools as shown in FIG. 12, items D-5, D-6, and D-7.(b-r) Multiple Mold Gang Fastener Bars as shown in FIG. 5, item D-8.(b-s) Wall Panel Lifting Methods as shown in FIG. 12, item D-4, and G-6.(b-t) Single Wide and Double Wide Concrete or OSB Composite Mobil Homes including Low Pitched Single Wide Roofs as shown in FIG. 13, items A through E.(b-u) Split Structural I-Beam made of Concrete or OSB Composite as shown in FIG. 13, items A-4 and B-1.(b-v) Back Hoe attachment for Chain Saw as shown in FIG. 19, items A and B.

2. Claimed is the invention of stick built pressed OSB wood or concrete system of associated store shelf available individual structural building products and prefabricated shed system and concrete composite furniture, cabinets, windows, and doors. These systems of products are comprised of the following; (a) The use of the following materials for the potential construction of panels, trusses, beams, studs, and footers and foundation walls, including; fiberglass strands and mats, nylon strands, sand, roofing stone size granules, pea size crushed stone, Styrofoam bead, Type M Portland cement, concrete mesh wire, nylon coated wire, re-bars, and wood splinters mechanically processed.(b) Three new types of composite materials and methods for the construction of new five piece quick construct sheds and containers including paletted permanent concrete storage containers as shown in FIG. 9, item b.(c) Three new types of composites for one piece sheds and containers and the 0concept of paletted sheds, concrete and wooden composites as shown in FIG. 9, item e.(d) Three new types of composite sheds and outdoor garden containers in various sizes and siding and roof finishes as shown in FIGS. 9 and 10.(e) Pre-cast injection molded sheds and the new methods of producing the same, 3-piece poured composite concrete sheds consisting of 2 poured composite opening door pieces and 1 main poured pre-cast concrete composite piece, various lengths, widths, and heights, having various siding textures as described in FIG. 9, items a, c, d, and e, also described in FIG. 10, items a, b, c, d, e, f, g, and h.(f) New business methods including sales, rental, and container content security, regarding the new sheds and containers described in FIG. 9 including stackable retail/wholesale, rail, road, and ocean cargo,(g) Franchising, the construction, transportation systems, and components, including movement by rail, road, and ocean cargo, as described in FIG. 9.(h) Decoratively attractive multi-purpose residential and commercial sheds capable of long term usage in a residential setting without foundation construction as shown in FIG. 9.(i) Heavy construction sheds that have improved resistance of becoming airborne during high wind situations such as hurricanes and tornados as described in FIG. 9.(j) The usage of the new sheds and containers for the purpose of transportation of household goods, retail and wholesale products in conjunction with storage and shipping and in each situation described in FIGS. 5 through 11 in the provisional patent application 61/148,135(k) Fiberglass Nylon and/or Plastic Sheets, Strips, or Strands for Exterior or Interior Reinforcement in these and other Products Listed in this Patent.(l) A new usage for recycled fiberglass building insulation as a material additive to concrete composite building materials described herein.(m) New or Recycled Fiberglass Strands, thick and thin, long or short, as an additive material for manufacturing Trusses, Floor Joist, I-Beams, Beams, Dimensional Floor Joists, Dimensional Main Beams, Dimensional Joist Bands, Dimensional Wall Studs, Sill Plates, Top Plates, Sheet Goods 4 ft.×8 ft.(n) Plain sided storage containers for commercial and industrial use as shown in FIG. 10, item a.(o) Decorative recessed and raised embossed pre-cast concrete shed sides and various siding, roofing, and door, design treatments as shown in FIG. 10, item b.(p) Pitched roof residential esthetically pleasing sheds as shown in FIG. 10.(q) Pre-cast concrete composite shed trusses as shown in FIG. 10, item c.(r) Quick construct sheds and containers, three, five, and six piece as described in FIG. 10.(s) Skid fork lift slots, double directional shown in FIG. 10, item e.(t) Honeycomb or solid top surface plastic or cast concrete for strength and light weight and the use of concrete composites and steel in skid construction shown in FIG. 10, item f.(u) Forklift holes through palette, two on each of four sides, in conjunction with honeycomb or solid palette skids shown in FIG. 10, item g.(v) Honeycomb type plastic or cast concrete webbing for strength and light weight shown in FIG. 10, item h.(w) Three new types of composite materials and new usages and methods for the construction of residential furnishings, including bedroom and dining room, and patio furnishings and small outdoor patio sheds, and commercial applications, as shown in FIG. 10.(x) Three new types of composite materials and new usages and methods for the construction of residential cabinets and countertops for kitchens, bathrooms, utility rooms, garages, and commercial applications, as shown in FIG. 10.(y) Three new types of composite materials and new usages and methods for the construction of garage doors, sliding doors, and French doors, as shown in FIG. 10.(z) Three new types of composite materials and new usages and methods for the construction of interior and exterior doors of all types, residential and commercial applications, as described in FIG. 10.(a-a) Three new types of composite materials and new usages and methods for the construction of interior and exterior window casements and frames of all types, residential and commercial applications, as described in FIG. 10.(a-b) Pre-cast injection molded sheds and 3-piece poured composite concrete sheds consisting of two poured composite opening door pieces and one main poured pre-cast concrete composite piece, various lengths, widths, and heights, having various siding textures as described in FIG. 10, items a, b, c, d, e, f, g, and h, also shown in FIG. 9, items a, c, d, and e.(a-c) All-in-One pre-cast composite construction panels molding all at once structural members, finished surfaces, and insulation considerations as shown in FIG. 4, items a, b, c, and d.(a-d) Styrofoam beads mixed, injected, or expanded in place, in concrete and composites as an insulating material and as a weakening material to allow nail penetration as shown in FIG. 4, item f-1.(a-e) The use of wood splinters in concrete composites as a method of insulation and nail penetration.(a-f) Fiberglass Nylon and/or Plastic Sheets, Strips, or Strands for Exterior or Interior Reinforcement in these and other Products Listed in this Patent Application.(a-g) A new usage for recycled fiberglass building insulation as a material additive to concrete composite building materials described herein.

3. Claimed is the invention of systems associated construction erection and transportation equipment and materials procurement equipment. These systems are comprised of the following; (a) Portland Cement Type M Composite Building Structural Materials of all dimensions large and small, as described in the various claims contained in this application, for manufacturing Trusses, Pitched and Flat, Floor Joists, I-Beams, Beams, Dimensional Floor Joists, Dimensional Main Beams, Dimensional Joist Bands, Dimensional Wall Studs, Sill Plates, Top Plates, Sheet Goods 4 ft.×8 ft, as described in the drawing descriptions and specifications and the drawings page FIG. 8, items b, c, d, e, f, g, h, i, j, k, and o.(b) Improved Organized Strand Board with thick or fine Fiberglass Strands with or without Epoxies and Resins as additive materials for manufacturing Building Structural Materials of all dimensions large and small; Trusses, Floor Joists, I-Beams, Beams, Dimensional Floor Joists, Dimensional Main Beams, Dimensional Joist Bands, Dimensional Wall Studs, Sill Plates, Top Plates, Sheet Goods 4 ft.×8 ft., as described in the drawing descriptions and specifications and the drawings page FIG. 8, items b, c, d, e, f, g, h, i, j, k, and o.(c) Combined Composition of Improved Organized Strand Board and Portland Cement Type M for manufacturing Trusses, Floor Joists, I-Beams, Beams, Dimensional Floor Joists, Dimensional Main Beams, Dimensional Joist Bands, Dimensional Wall Studs, Sill Plates, Top Plates, Sheet Goods 4 ft.×8 ft., as referred to in FIG. 8, items a and o.(d) Material lightened beams allowing reduced material component sizes and resulting in increased load capacities resulting in the decreased cost of construction as described in FIG. 8, item a.(e) Material lightening molded or pre-drilled access holes for plumbing and electrical as shown in FIG. 8, item a-1.(f) Material savings and lightening pre-cast structural beams, solid boards, and trusses, as shown in FIG. 8, item a.(g) Three new material types of composite construction beams, thin type with lightening holes and reinforcing cables as shown in FIG. 8, items b and c.(h) Three new material types of composite boards, thin type with lightening holes and reinforcing cables as shown in FIG. 8, item d.(i) Three new material types of composite boards, thin type without reinforcing cables or lightening holes as shown in FIG. 8, item e.(j) Three new material types of composite beams, thick type with lightening holes and reinforcing cables as shown in FIG. 8, items f and g.(k) Three new material types of composite boards, thick type with lightening holes and reinforcing cables as shown in FIG. 8, item h.(l) Three new material types of composite boards, thick type without reinforcing cables or lightening holes as shown in FIG. 8, item i.(m) Three new material types of composite trusses, think or thick type with or without lightening holes, reinforcing cables, and beam construction as shown in FIG. 8, item j.(n) Enlarged composite material joint areas as shown in FIG. 8, items j, o, and n.(o) Three types of composite material 4′×8′ sheets×1″ to 1.5″ thick with improved glue and water resistance, also exterior sprayed with sealant in the all wood construction with or without reinforcing cables or imbedded straps as described in FIG. 8, item k.(p) Small size reinforcing cables for residential construction, all concrete composite products as shown in FIG. 8, item I.(q) Coated small size reinforcing cables for residential and commercial construction, and all products shown in FIG. 8.(r) Cross checked metal wire reinforcement cables, small size for residential use as described in FIG. 8, items l and m.(s) Cross checked nylon coated metal wire reinforcement cables, small size for residential use as described for FIG. 8, items l and m.(t) Cross checked solid nylon reinforcement cables, small size for residential use as described for FIG. 8, items l and m.(u) Composite floor and beam trusses, small and large size for residential, light commercial and large commercial as described for FIG. 8, item n.(v) Strength increasing radius and blend areas for composite trusses as shown in FIG. 8, item o.(w) Three new types of building materials. The first one being comprised of a special type of concrete comprised of 12 to 22A size crushed limestone, type M Portland cement, sand. The second one being an improved OSB compressed molded product containing epoxies and resins with or without coating as described in this claim section. The third product being a combination of the concrete mixture described above and wood splinters, chips, or shavings, used with or without 12-22A crushed limestone and sand.(x) Exterior Coated Improved Pressed Composite Oriented Strand Board (OSB) Combined Concrete Composite Structural Building Products and the combination of the two materials to form a third structural building material product for manufacturing Band Boards, Wood Beams, Exterior Coated from materials described in this document, 1.5″ or 3″ Wide for Sill Plates or Elevated Housing Main Beams where lumber is exposed to the outside elements, sizes 3′×8′, 10′, and 12′, or in an untreated form for Enclosed Basement Main Beams and Floor Joists as described in the drawing descriptions and specifications and the drawings page as FIG. 8, items a through o.(y) Improved Organized Strand Board through the use of exterior plywood glues or the use of polyurethane, epoxies, and resins for better moisture resistance as described in the drawing descriptions and specifications and the drawings page FIG. 8, item k.(z) Organized Strand Board Trusses as described in the drawing descriptions and specifications and the drawings page FIG. 8, items n, j, and o.(a-a) Manufactured ready-to-use pre-coated new composite material building products, moisture, weather, and aging resistant compounds composed of urethane/polyurethane, latex paints, plastics, or recycled plastics, sprayed on to the exterior of composite building products, sheds as shown in FIG. 9, items b and e, and Exterior Doors and Windows as shown in letters l, k, and m, in FIG. 10, as shown as exterior coating products in my provisional patent application No. 61/120,582, containing the following ingredients, singularly or in combination; plastics, urethane, asphalt emulsifications, paint, latex or oil, epoxies and resins, fiberglass, new or recycled, for the composite building products describe herein and for general use in other store shelf products as described in the drawing descriptions and specifications and the drawings page FIG. 8, items b, c, d, e, f, g, h, i, j, k, and o.(a-b) Improved composite OSB product 4′×8′ sheet goods, letter k in the drawing descriptions, finished floor grade strand board with epoxy, PVC, plastic, or urethane coated or impregnated and/or improved exterior grade glues for moisture and swelling resistance, either a coating on the wood or impregnated into the wood fiber structure. Also, increased or decreased rates of wood compression as needed to produce the new product in increased thicknesses such as ⅞″ to 1 1/14″ in order to comply with the span requirement of 24″ on center spacing as described in the drawing descriptions and specifications and the drawings page FIG. 8, items b, c, d, e, f, g, h, i, j, k, and o.(a-c) Oriented Strand Board (OSB) Solid Floor Joyce containing Standard Rectangular Filled Form Compressed Lumber made from Concrete Composites, or Organized Strand Board, or a Combination of the two with any of the strengthening materials listed in this document as described in the drawing descriptions and specifications and the drawings page FIG. 8, items d, e, h, and i.(a-d) Claimed is the invention of the OSB, Concrete Composition, and Combination of the two materials as a Building Material for Truss Type Main Beam as described in the drawing descriptions and specifications and the drawings page FIG. 8, item n.(a-e) I-Beam Shaped OSB Floor Joist, Studs, Top and Bottom Plates, and Building Trusses as described in the drawing descriptions and specifications and the drawings page FIG. 8, items b, c, f, g, j, n, and o.(a-f) Concrete Composite Residential Building Materials as described in the drawing descriptions and specifications and the drawings page FIG. 8, items b, c, d, e, f, g, h, i, j, k, and n.(a-g) Enlarged Joint Areas at Truss Intersections as described in the drawing descriptions and specifications and the drawings page FIG. 8, items n, j, and o.(a-h) Tapering and Radiuses Involved in Molded Building Materials as described in the drawing descriptions and specifications and the drawings page FIG. 8, item o.(a-i) OSB, Concrete Composite, and Combination of the two, in Wall Studs, Sill Plates, Top Plates, Band Boards, Floor Joists, Roof Trusses, Floor Trusses, and Sheet Goods, as described in FIG. 8, items a through i.(a-j) Cross Checked Metal Wire as a Reinforcement Material. The term cross checked refers to a raised or indented pattern similar to present concrete construction reinforcement bars capable of strengthening the tear out resistance of the wire in the event of exceeded maximum loads of the total manufactured building product, as described in the drawing descriptions and specifications and drawings page FIG. 8, items l and n, also used in the construction of products described in FIGS. 8 through 10, and all residential and commercial structural building products and furniture.(a-k) Portland Cement Type M Composite with thick or fine Fiberglass Strands as additive materials for manufacturing Trusses, Floor Joists, I-Beams, Beams, Dimensional Floor Joists, Dimensional Main Beams, Dimensional Joist Bands, Dimensional Wall Studs, Sill Plates, Top Plates, Sheet Goods 4 ft.×8 ft., as referred to in FIG. 8, items a, b, c, d, e, f, g, h, i, j, k, l, m, n, and o.(a-l) Improved Organized Strand Board with Imbedded Fiberglass Thick or Fine Strands with or without Epoxies and Resins as additive materials for manufacturing Trusses, Floor Joists, I-Beams, Beams, Dimensional Floor Joists, Dimensional Main Beams, Dimensional Joist Bands, Dimensional Wall Studs, Sill Plates, Top Plates, Sheet Goods 4 ft.×8 ft., as referred to in FIG. 8, items a through o.(a-m) Concrete beam lightening as shown as FIG. 8, item k, also shown in FIG. 8, items b, c, d, f, g, and h.(a-n) Molded pressed OSB 2″×4″ studs as shown in FIG. 8, items b through i, joist, beam, and truss, lightening.(a-o) Nylon Coated Cross Checked Metal Wire as a Lumber Product Reinforcement Material, the term cross checked refers to a raised or indented pattern similar to present concrete re-bars capable of strengthening the tear out resistance of the wire in the event of exceeded maximum loads of the total manufactured building product as described drawing descriptions and specifications and the drawings page FIG. 8 as the interior circle portion of letters m, l, and n.(a-p) Multiple Strand Twist Metal Cable with Nylon Cross Checked Coating as lumber product reinforcement material for the use in products as described in drawing descriptions and specifications and the drawings page FIG. 8, items b, c, d, f, g, h, j, n, and o, and shown specifically as letters l and m.(a-q) Radius truss intersections, and no fasteners required molded or pressed truss intersections as shown in FIG. 8, item o.(a-r) Two and three story multi-family molded, pressed, and poured, construction methods for residential and commercial business and motel fire resistant and improved hurricane and tornado resistant economical construction buildings through non-flammable concrete building materials invention.(a-s) Increased weight and strength frame type building materials resulting in hurricane and tornado force wind destruction threshold increases related to these products due to increased weight and strength improvements.(a-t) Shredded recycled fiberglass as a material additive to concrete composite building materials described herein and the usage of the same for the purpose of a construction material additives for three new types of building materials described herein. These new recyclable material sources will include; boat hulls, tub and shower enclosures, spas, gasoline storage tanks, roofing shingle cores, and all other waste stream fiberglass products.(a-u) The use of the following materials for potential construction will include fiberglass strands, nylon strands, sand, roofing stone size granules, pea size crushed stone, wood splinters mechanically processed.(a-v) The use of Fiberglass Nylon and/or Plastic Sheets, Strips, or Strands for Exterior or Interior Reinforcement in these and other Products Listed in this Patent Application.(a-w) A new usage for recycled fiberglass building insulation as a material additive to concrete composite building materials described herein.(a-x) Portland Cement Type M Composite Building Structural Materials of all dimensions large and small, as described in the various claims contained in this application, for manufacturing Trusses (Pitched and Flat), Floor Joists, I-Beams, Beams, Dimensional Floor Joists, Dimensional Main Beams, Dimensional Joist Bands, Dimensional Wall Studs, Sill Plates, Top Plates, Sheet Goods 4 ft.×8 ft, as described in the drawing descriptions and specifications and the drawings page FIG. 8, items b, c, d, e, f, g, h, i, j, k, and o.(a-y) Improved Organized Strand Board with thick or fine Fiberglass Strands with or without Epoxies and Resins as additive materials for manufacturing Building Structural Materials of all dimensions large and small; Trusses, Floor Joists, I-Beams, Beams, Dimensional Floor Joists, Dimensional Main Beams, Dimensional Joist Bands, Dimensional Wall Studs, Sill Plates, Top Plates, Sheet Goods 4 ft.×8 ft., as described in the drawing descriptions and specifications and the drawings page FIG. 8, items b, c, d, e, f, g, h, i, j, k, and o.(a-z) Combined Composition of Improved Organized Strand Board and Portland Cement Type M for manufacturing Trusses, Floor Joists, I-Beams, Beams, Dimensional Floor Joists, Dimensional Main Beams, Dimensional Joist Bands, Dimensional Wall Studs, Sill Plates, Top Plates, Sheet Goods 4 ft.×8 ft., as referred to in FIG. 8, items a and o.(b-a) Combined Composition of Improved Organized Strand Board and Portland Cement Type M with thick or fine Fiberglass Strands as additive materials for manufacturing Trusses, Floor Joist, I-Beams, Beams, Dimensional Floor Joists, Dimensional Main Beams, Dimensional Joist Bands, Dimensional Wall Studs, Sill Plates, Top Plates, Sheet Goods 4 ft.×8 ft. as described for FIG. 8.(b-b) Telescoping Gantry Crane as shown in FIG. 11.(b-c) Vertical Extending Telescoping Gantry Crane as shown in FIG. 11.(b-d) Horizontally Extending Telescoping Gantry Crane as shown in FIG. 11.(b-e) Adjustable Angle Gantry Crane Boom as shown in FIG. 11.(b-f) Semi Trailer attached Gantry Crane as shown in FIG. 11.(b-g) Vehicle Mounted Gantry Crane as shown in FIG. 11.(b-h) Double Braced Construction Gantry Crane as described in FIG. 11, item o.(b-i) Power Cylinder Controlled Vertically Extending Telescoping Gantry Crane as shown in FIG. 11.(b-j) Straight Square and the ‘T’ Shaped Crane Boom Counter Weights as shown in FIG. 11.(b-k) Tethered Control Panel Gantry Crane as shown in FIG. 11.(b-l) 10′ to 50′ Extending Hydraulically Operated Equipment and Crane Stabilizer Pad and Frame Assembly as shown in FIG. 11.(b-m) Hydraulic Crane Stabilizer Base Swing Arm with an Exterior Rectangular Square Tube Covering and an Internal Hydraulic Power Cylinder for Automatic Operation as shown in FIG. 11.(b-n) Four Section Swing-Out Folding to Close Position Ground Pad Equipment Stabilizer Frame and Assembly for Cranes and Equipment, hydraulically or manually operated as shown in FIG. 11.(b-o) Multiple Ganged Concrete Structure Building Forms, built-up attached to form cubes for efficient pouring and transportation as shown in FIG. 12.(b-p) Front End, Rear End, Top, and Bottom, Mold Plates for use in Multiple Cavity Concrete Molds, in Full Width or Partial Width depending on Number of Cavities Poured, Multiple Ganged Concrete Structure Building Forms, built-up and attached together to form cubes for efficient pouring and transportation, 2 to 100 cavity width for factory use and semi trailer as shown in FIG. 12.(b-q) Non-Epicore Concrete Slab Transporting by Semi Trailer as shown in FIG. 12.(b-r) Poured on a Semi Trailer Concrete Components and shorter distance concrete ready mix plant to site delivery for reduced transportation and labor cost as shown in FIG. 12.(b-s) Custom Vaulted Ceiling Concrete Component Housing System as shown in FIG. 13.(b-t) Modular Semi Trailer Delivery of Concrete Component Housing Systems as shown in FIG. 13.(b-u) Footer attached Modular Concrete Component Housing System as shown in FIG. 13.(b-v) Slab attached Modular Concrete Component Housing System as shown in FIG. 13.(b-w) Non-Truss Attic Cross Bracing for Modular Concrete Component Housing Systems as shown in FIG. 13.(b-x) Semi Trailer and Railroad Flatbed Car Frame Mounted Self Loading/Unloading Telescoping Gantry Crane as shown in FIG. 14.(b-y) Semi Trailer and Railroad Flatbed Car End Mounted Self Loading/Unloading Gantry Crane as shown in FIG. 14.(b-z) Detachable Telescoping Gantry Crane for Both Semi Trailers and Railroad Cars as shown in FIG. 14.(b-a) Hitch Extensions to Facilitate the Installation of these Cranes on Existing Rail Cars and Semi Trailers as shown in FIG. 14.(b-b) The usage of these Cranes on New Rail and Semi Flatbed Trailers as shown in FIG. 14.(b-c) Truck Mounted Gantry Crane as shown in FIG. 15.(b-d) Full Cargo Load Carrying Truck Mounted Gantry Crane as shown in FIG. 15.(b-e) Rear Sliding Telescoping Crane Boom ‘T’ and Square Shaped Counterweights as shown in FIG. 15.(b-f) Rack and Gear Electric Motor Extending Cranes as shown in FIG. 15.(b-g) Elevated Operator Cab Tower Truck Mounted Gantry Crane as shown in FIG. 15.(b-h) Four Directional Braced and with Two of the Directional Braces removable for crane/truck transportation, Truck Mounted Gantry Crane with Full Load Carrying Capacity when crane is the rear retracted position as shown in FIG. 15.(b-i) Cargo and Crane Rest Plate as shown in FIG. 15, item u-1.(b-j) Semi Cab Mounted Gantry Crane as shown in FIG. 16.(b-k) Crane Operator and Truck Driver Combination Dual Purpose Semi Cab as shown in FIG. 16.(b-l) Semi Cab with Dual Operator Controls for Crane Operator and Semi Driver as shown in FIG. 16.(b-m) Swiveling Reversible Semi Driver/Crane Operator Seat as shown in FIG. 16.(b-n) Elevating Boom Angle, Telescoping Gantry Crane, 360 Degree Rotational Pivoting as shown in FIG. 16.(b-o) Electronic Remote Controlled Cordless Crane Operation Control Panel, Switchable Mode from Cab Operator to Remote Ground Operator, for use with all Types of Cranes as shown in FIG. 16.(b-p) Concrete Component Business Systems using Semi Trailers, Railroad Cars, and Overseas Shipping Containers, forming a national and international volume sales grid as shown in FIG. 17.(b-q) World Wide Transportation of these Molds and Products for the purpose of meeting demand in any location where it's desirable, patentable, controllable, and marketable as shown in FIG. 17.(b-r) Transportation of steel building forms and pre-cast concrete housing sections, horizontally and vertically stacked, by rail, semi tractor trailer, and flat container, for overseas shipping or yard storage as shown in FIG. 17.(b-s) 3 or 4 stage pivoting arm crane as shown in FIG. 18.(b-t) Rotating plate pivoting method for crane arms as shown in FIG. 18, item t.(b-u) Square power cylinder crane as shown in FIG. 18.(b-v) Multiple triple power cylinder moving sections crane as shown in FIG. 18.(b-w) Truck mounted multiple jointed rotating infinite position chain sawing crane with limb clamping claw and paint spraying conversion ability as shown in FIG. 19.(b-x) All terrain motorized vehicle mounted with one or two cranes for chain sawing and limb clamping or painting with four all terrain wheels as shown in FIG. 19, items v through v-3.(b-y) All terrain motorized vehicle mounted common bucket truck with bucket, arm not shown, vehicle shown in FIG. 19, item v-1.(b-z) All terrain motorized vehicle mounted rolled roofing difficult delivery crane as shown in FIG. 18, items a and b, and FIG. 19, item v-1(c-a) All terrain motorized vehicle mounted chain saw and claw crane, single or double arm for claw operation as shown in FIG. 19 or with less pivoting and rotational joints for economical construction.(c-b) The usage of this crane for the purpose of harvesting trees for the production of chipped or splintered wood products for the construction of individual stick built structural building products or molded mixtures for semi trucked quick erect sectional building components and all cellulosic products as shown in all of this patent and FIGS. 18 and 19.