Patent Publication Number: US-2011061336-A1

Title: 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

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&#39;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 .  4 A or  6 A 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  6 A Gravel Base or Factory Pre-cast Footers without  6 A 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&#39;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&#39;s and milled grooves of square hydraulic cylinder and crane arm combination. 
     I- 2 . Piston cylinder packing&#39;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&#39;s and milled grooves of square hydraulic cylinder and crane arm combination. 
     I- 2 . Piston cylinder packing&#39;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.