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.

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)  6 A 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 seal   down 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 G 3 , 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 .