Patent Publication Number: US-2022220740-A1

Title: Apparatus, system, and method for construction of buildings and structures, e3-lumber

Description:
BACKGROUND OF INVENTION 
     In the arts of construction, apparatuses are created from both renewable and non-renewable resources. Typically, renewable resources such as sawn wood are used extensively to frame, form, and finish-out buildings. Worldwide, renewable sawn lumber resources are being negatively impacted and shrinking due to demand created by sawn lumber&#39;s usefulness in building construction and general structural purposes. This demand is served exclusively by human expansion in population combined with betterment of the human condition. These activities forced the state-of-the-art manufacture to process younger than mature tress biomass resulting in lowering the quality of sawn lumber but continuing and expanding the use of even younger trees and their biomass. As such, it perpetuates a supply side negative cycle. The state-of-the-art sawn lumber producer must continue this downward spiral due to the economics of maintaining business practices within highly competitive markets. 
     As known in the arts, manufacture of sawn lumber creates waste. Sawn lumber is created with technology and methods that have changed very little in the last 300 years. In manufacture of sawn lumber, a tree is cut down and then a log suitable for sawn lumber is removed to the mill for the manufacture of sawn lumber. A significant portion comprising 40-60% of forestry biomass is left behind on the ground for manufacturers to gain suitable logs for milling and becomes the initial waste apparatus to the sawn lumber process. This waste is typically piled and then burned at the tree harvest site—resulting in significant biomass waste and air pollution. 
     Also understood in the arts, the suitable log delivered to mill is now rough sawn into planks, beams, and boards. As additional waste producing operations, they have not changed or have changed very little within the last 300 years. Rough sawn operations do not produce sellable product. It produced product that is ready for final milling into sellable product. As a result, rough sawn lumber is then milled and sized into sellable apparatuses as green lumber which may be kiln dried or sold as green in manufacturing terms. The accumulated waste of 20-30% of any suitable log biomass is generated as result of rough cutting and final sizing of sawn lumber into building products. Mill waste derived from these operations is typically burned; creating more air pollution; to supplement power generation requirements for these milling operations and/or kiln drying. An insignificant portion of sawn lumber waste is used to create composites these inventions utilize; however, most is used for energy production to perpetuate sawn lumbers&#39; existence and not in the creation of biomass composites. 
     Also known in the arts, sawn lumber uses vast amounts of fuel energy to transport manufactured milled apparatuses to market. Sawn lumber mills regularly transport their products unrestricted by national or international borders. By example in the United States, a mill in Oregon may transport product to New York by truck or train or abroad by vessel or shipping container. The weight of sawn lumber, kiln dried or green, typically requires the maximum weight capacity of the shipping or freight conveyance and rarely, if ever, uses the conveyances available for volumetric or cubic capacity per modern transportation restrictions. Such inefficient transportation efforts are expensive and drives up overall product costs by consuming energies. 
     In state-of-the-arts construction of buildings, construction crews must modify the sawn lumber to make it useful in application, thus, creating waste. Typically, a large number of framing apparatuses of an undefined required length, predefined dimension, or various predefined lengths and dimensions are delivered to typical building construction sites. For example, but not limited to, a plurality of eight to sixteen feet long, two-by-four and/or two-by-six that are nominally one-and one-half inches by three-and one-half inches or one-and one-half inches by five-and one-half inches sawn lumber boards may be used for constructing the building along with many other building apparatuses. During the structural framing phase of building construction, but not limited to this occurrence, predefined lengths of milled or sawn lumber are resawn or cut into design dimensions, and then individually installed during the construction of the building using suitable fasteners. The remanent or waste products created in the process account for 8-18% of products modified in recutting, resizing, or reshaping. Within the United States, sawn lumber waste from construction sites is typically disposed of in various landfill operations. 
     Well defined and understood in the art of construction of structures, bulk purchases of sawn lumber are required to use sawn lumber products. One experienced in the trade recognizes that an individual must order more, as a percent of actual requirement, than the design or plan calls-out. Purchases over requirement are needed to gain enough usable sawn lumber over non-usable due to imperfections like, cracks, checking, deformation, shrinkage, twisting, warping, knots, insect damage, weather damage and creep. Typically, 12-19% is discovered as defective lumber within the most common lumber grade No  2 . This is due to background in Point  1  above. Typically, again, all lumber used on construction sites has this waste mark-up included. This waste also accounts for inflated volumes and demand for mill orders higher volume purchases over what typical building projects actually require. This artificial demand is relatively new to the art as the quality of tree&#39;s harvested has declined over the last 60-80 years. Within the United States, defective sawn lumber from construction sites is typically disposed of in various landfill operations as waste. 
     As known in the art of sciences, engineering and building construction sawn lumbers make-up is inconsistent. Therefore, as a property or constant within calculation, higher residuals or variables are used to compensate for those inconsistencies. Harvested tree size, limb placement within the tree knots, environmental tree growth conditions, and many other factors as; but not limited to; wood types and both natural and kiln obtained moisture contents of wood affect its properties. All these inconsistent properties typically reduce sawn lumbers resiliency while calculating stress strain relationships and ultimately the load requirements of buildings and structures. Typically, adjusting formulaic equations for sawn lumbers&#39; use highlights the inconsistencies and results in the use of higher demand factors and/or increased design criteria safety margins when sawn lumber is deployed within buildings and structures. These higher factors contribute to upwards of 50-150% in sawn lumbers load specifications over more consistent materials like steel and concrete, given the same project is measured. The art considers this as a primary reason for the use of non-renewable resources like steel and concrete as dominate building materials in super-structure or high-rise buildings. It also accounts for additional waste of wood biomass resources when wood is specified in structures. 
     Considered state-of-the-art, inflated sawn lumber specifications due to inconsistencies also elevate the use of sawn lumber apparatus sizing. Typically, and as an example, although a two by four-inch sawn lumber apparatus at Number 1 Grade is suitable for a given design condition a pair of nominals measured three-and-one-half by one-and-one-half inch apparatuses are specified by one practicing the art to account for the not readily available and expensive number-one grade of sawn lumber plus the inconsistencies mentioned in Point  7 . The amount of waste in this example of sawn lumbers&#39; inflated specification or overuse is 175% and typical for the example occasion, but can be much higher in everyday practice of the art. The waste itself is a direct result of Points  1  and  7  above and also inherently and falsely increases demand on sawn lumber&#39;s resources. 
     A well-established state-of-the-art practice exists using materials other than sawn lumber within structural framing of building construction. Materials include other engineered or laminated wood, metals, and concrete apparatuses. However, integrating and installing structural framing apparatuses and apparatuses of differing materials inherently gives rise to difficulties that must be planned or resolved at the construction site. These installation difficulties are solvable, but generally require additional labor, modification of apparatuses, or supplemental apparatuses of dissimilar properties. 
     One skilled in the art appreciates that during construction, prefabricated structural framing apparatuses are not readily modified to facilitate their use during the construction process nor integrated with others to perform anything other than a micro intended role. State-of-the-art wood composite materials, such as prefabricated I or other shapes of the like, are used as beams, girders, joists or trusses but are specific in use and required to a specific role and not that of any other uses due to their design limitations. 
     State-of-the-art I-shapes have been developed as structural framing apparatuses in horizontal approximant installation. However, these structural framing apparatuses are designed for specific functions or custom to a particular building and are typically fabricated off site specifically to an intended role. After offsite fabrication, the state-of-the-art prefabricated structural framing apparatuses, such as composite beams, trusses, or the like, are then transported to the construction site for final modification and installation. 
     Often the art requires prefabricated structural framing apparatuses that are heavy, cumbersome, and difficult to move and transport. Typically, they are placed by hand or crane, dependent on their weight, length, width and height. Currently and as an example, shipment of many engineered floor trusses is limited to oversized tractor trailer lengths of around 60-feet. In connection, a glulam beam may be of the same proportion and require additional handling due to its weight. Typically, specialized heavy equipment, such as cranes, forklifts, or other lifts, may be required to move and position such state-of-the-art apparatuses on building construction sites. More typically, additional, human labor is required to erect frames and perform laborious and dangerous tasks when using state-of-the-art sawn lumber laminates, current engineered products, steel, and concrete members. 
     Those participating in the art of structure erection understand materials dissimilar in properties cause long term damages in finished structures. As one example, over time creep brought on by moisture naturally leaving sawn lumber causes dissimilar materials around the situation to crack, warp, break, and misalign. 
     Framing a typical dwelling with state-of-the-art methods that have not changed in decades or hundreds of years. The practice is cumbersome, labor intensive, and not conducive to modern health and safety practices. 
     One who regularly participates in the art recognizes the assembly and placement of framing within a building&#39;s structure is laborious. Framing nailer, saws, compressors, measures, and other many other tools or tool-related items like cords and air hoses are cumbersome. Combined with lumber framing&#39;s temporary framing or support requirements, incomplete partitions and numerous temporary supports hinder efficiency and create high labor-to-productivity ratios. 
     Low production, unskilled laborers are common to the state-of-the-art of structure construction. Typically, younger, entry-level blue-collar workers without much care for craftsmanship or timeliness dominate construction framing and structure erection labor positions. Training is typically on the job and taught to the current project and not to the trade. Investment into these labors or their future development is not in the best interest of those practicing the art due to turnover and durations between jobs. 
     State-of-the-art in wooden modular building, recreational vehicle, or trailer construction includes unwelcomed movement and premature fastener yield, all as a result of transportation of the units to marriage site or use thereof. 
     State-of-the-art in producing wood constructed high-wind load buildings and structures must incorporate third party fastener gussets, hangers, gussets, and other joining plates or shear resistance members. Typically, these are all made of metal braked into shapes to hold or strap down sawn lumber, or state-of-the-art engineered wood products as sheathing. 
     Typical state-of-the-art design of building structures requires years of experience and education for structural renderings of human-occupied structures. Time to design and engineer structures is at a premium in state-of-the-art building practices. Lessening time required to design is a common goal amongst those who practice the art regularly. 
     Those who build or have built buildings and structures understand that state-of-the-art sawn lumber product is a free market driven commodity. Economies; therefore, manipulate building practices more often than not from the planning phase time to the completion time of the building phase. The impact can be both negative or positive and that impact dictates both quality and quantity of building projects. State-of-the-art economies also dictates locking in building costs long before construction phase so budgeting requirements match. Economies of scale have little to no influence on sawn lumber economics due to the market driven commodity of sawn lumber being forestry resources. Only prepurchase of sawn lumber and its subsequent, at times, long-term storage can produce initial to construction phase economies of scale. 
     State-of-the-art fit and finish of building or structures is compromised to unregulated by product on-center conditions and highly dependent on labor conditions and therefor prone to mistakes. Typical sawn lumber mistakes include but are not limited to the following: installation of lengths off-center, bowing or bulging off-plate, out-of-square and/or plumb, short or too long recuts, angle misses, fastener misses or failures, misalignment, failure of material at fastener contact, or incorrect sizing of material. Adjustments for mistakes in framing are costly in labor and additional materials. They can also modify the preplanned engineering of the structure causing health and safety issues along with inadequate longevity and additional waste. 
     The use of forestry resources by most state-of-the-art wood products creates unnecessary waste of woody biomasses. Inefficiencies within the state-of-the-art producers are perpetuating wasteful practices and subsequently are, unknowingly, responsible for the entirety of negative impact on human influenced climate change. 
     Plumbing, mechanical or wiring chases are problematic to state-of-the-art framing. State-of-the-art products do not compensate for these required chases and alcoves. Forcing modification to the framing is typically the responsibility of the recess installer. These installers are not licensed or certified to modify framing to fit their installations and the state-of-the-art practice of doing so underscores regular problems to the structural ability of lumber framing and therefore the safety of occupants. 
     A commonality within state-of-the-art building practices includes offsite truss construction. The completed truss is then freighted to the building site and erected usually with heavy equipment, typically a crane. Again, waste is a byproduct of not building the truss on-site as a comprised portion of the framing build hip or truss style roof. Along with additional expenses of fuel, truck, and crane use to install off-site formed or assembled trusses that create additional lumber waste. They are economically driven into use as a time saving or longer clear spanning apparatus and not a labor, economic, or resource saving apparatus. 
     Floor trusses are typical to the art as single span I-shape engineered units from a multitude of state-of-the-art manufacturers. Without any exception, single span trusses exhibit their max deflection at the center of their installed span. Accounted for inversely at one-half of their length, their deflection decreases as you move towards a supported end. This causes a bowed floor by a consistent bowed deflection graphing line that increases the closer it gets to support. In example, the look and feel of the floor supporting weight is bowed in the center. Also, state-of-the-art I-shapes do not allow supporting structure above them without supporting elements below them. 
     Those practicing state-of-the-art design of structures understand the benefits of one-tier composite products like Orientated Strand Board, High Density Fiberboard, or Laminated Veneer Lumber. Those practicing building arts employ wood composites due to each product&#39;s specific roles and usefulness. However, the typical state-of-the-art building designer does not understand benefits of Four-Tier composite construction. A method that creates positive environmental impacts, lessens weight, labor, and creates economic incentives. Four-Tier composite construction of structures is not state-of-the-art and is exclusive to this invention. 
     SUMMARY OF INVENTION 
     Novel embodiments of the invention, herein referred to as E 3 -Lumber, is the main contributor to a scientific paper written by the inventor titled, “Full Mitigation of Past, Current, and Future Fossil Fuel Use. Advanced Woody Biomass Composites.” As such the invention revolves around novel advanced materials created from biomasses of various novel formulations to perform a plurality of state-of-the-art functions. The embodiments substitute sawn, peeled, or other products made from global forestry driven and non-renewable resources. As demonstrated within, the novel components and methods within invent a new industry with; standardization, optimization, efficiency within its systems and methodology, by creating numerous and highly novel, by being newly obtained knowledge, methodologies developed for woody biomass material arrangements and assemblies. As such, the E 3 -Lumber invention significantly reduces waste within state-of-the-art and thus, reduces waste and artificial environmental demands created by the state-of-the-art logging, manufacture, and transportation thereof of state-of-the-art wood containing commodities. 
     This invention does not practice nor require state-of-the-art forestry or industrial methods to produce, distribute or use its novel materials, components, systems or methods. 
     The invention&#39;s best practices were also engineered to force conservation of forest biomass within its plurality of novel methods, novel optimization methods, and novel integration methods that developed this invention&#39;s numerous components, assemblies, functions, and products while promoting economic enhancements, engineering advancement, and doing so while creating lasting environmental benefits. 
     The substitution of state-of-the-art wood products with E 3 -Lumber&#39;s advanced woody biomass materials and components fully mitigate, not partially, all human fossil fuel uses as past, current, and future human requirements for energy production. 
     inventions novel coupling apparatuses like the E-Clamp to Center Tie. 
    
    
     
       BRIEF DESCRIPTION OF DRAWINGS 
         FIG. 1  is a perspective view of the invention&#39;s novel apparatuses assembled to demonstrate typical spatial relationships and apparatus variations available to the innovative E 3 Lumber method. As shown, FIG. index corresponding to additional FIG.&#39;s.  FIG. 1  is a not a complete representation of invention. It is a cut-a-way, single story application depicting many, but not all of the inventions scope. 
         FIG. 2  is a mirrored perspective view of one the inventions typical I-shaped E-Lengths. Shown with non-capped non-flanged ends as a non-lumber compatible E-Length used within E-Framing Method. Illustrated are bored webbing peripheral alignment holes, with chase cut-outs, flanges grooved for webbing, outer compression flanges for coupling exterior sheet components about the inventions E-Panels. 
         FIG. 3  demonstrates one of the numerous differences found in E-Lengths. Demonstrated side by side to  FIG. 1 ,  FIG. 3  is a mirrored perspective view of the invention&#39;s lumber compatible E-Stud found within the invention&#39;s E-Stud Method with one variation of the plurality of endcaps herein known as E-Caps  9 ,  FIG. 24 . 
         FIG. 4  is an enlarged perspective view of the invention&#39;s typical I-shapes showing compression grooves for E-Panel coupling in order to form Tier 4 composite structures with shear resistance. 
         FIG. 5  is a perspective view of six of the invention&#39;s compositely machined or formed E-Caps endcap flanges for E-Stud or E-Lengths.  FIG. 5  demonstrates the plurality of novel E-Cap&#39;s configurations available to invention. 
         FIG. 6  is a perspective view of the invention&#39;s typical California/Western corner formed with E-Framing Lengths, E-Plate, E-California Corner Block. 
         FIG. 7  are perspective views of two of the invention&#39;s E-Corner Blocks and subsequent demonstration of the E-Corner Blocks used to form a typical framing corner known as a Western or California Style framing corner. In addition,  FIG. 6  introduces E-Framing Method&#39;s E-Plate  FIG. 29-30  demonstrated as sole plate in forming a framed wall corner. 
         FIG. 8  is a perspective view of the invention&#39;s typical ladder truss style corner formed with E-Blocking, and a version of the E-Ladder Connector, as generically referred to as an E-Length. 
         FIG. 9  is a mirrored perspective view of the invention&#39;s E-Ladder Connector uninstalled from  FIG. 8 . As one variation this E-Length or E-Filler is used to form ladder-Truss style framing corners and additional to framing wall abutments, angled or not. 
         FIG. 10  is a perspective view of the invention&#39;s E-Joist, also generically referenced as an E-Length, displaying bored placement and alignment holes for peripherals like singular or combinations of inventions coupling components or fasteners. 
         FIG. 11  are five perspective views of the invention&#39;s variation in sizing, configurations, and webbing enhancements made with invention&#39;s novel proprietary materials. 
         FIG. 12  are four perspective views of the invention&#39;s plurality of E-Blocking lengths, configurations, and sizing. E-Blocking is used horizontally or vertically in structure framing to form diaphragms and other various reinforcements. 
         FIG. 13  is three additional perspective views of the invention&#39;s E-Blocking lengths as an extension of  FIG. 12 .  FIG. 13  is demonstrating insulation fill ports and radius of flanges  32  found within E-Snake Charmer Method for forming framed radiused walls. 
         FIG. 14  is two perspective views of the invention&#39;s plurality of E-Jack or E-Cripple Studs formed on site or fabricated to length as and from typical E-Lengths. 
         FIG. 15  is a perspective view of the invention&#39;s E-Mini, E-Lengths, demonstrating variation of the inventions sizing is fundamentally unlimited. 
         FIG. 16  is a perspective view of the invention&#39;s E-Mini, E-Length cross section showing the invention&#39;s basic joinery and demonstrating one of the invention&#39;s material sizing variations. 
         FIG. 17  is ten perspective views of the invention&#39;s E2-Post and Beam, also referenced generically as E-Length, in basic multiple webbing configurations. Shown are non-enhanced webs or flanges for clarified demonstration of the plurality of configurations and sizing available to invention&#39;s scope of industry. 
         FIG. 18  is a perspective view of the invention&#39;s outer flange compression-jointed for E-Panel coupling, basic of many varieties available, E2-Post and Beam, E-Length with non-enhanced webs or flanges. 
         FIG. 19  is a profile view of the invention&#39;s extended E-Length demonstrating one of a plurality of novel configurations. This example is for use in balloon style framing application for a multiple story structure. Also demonstrates invention&#39;s scope of industry. 
         FIG. 20  is a perspective view of the invention&#39;s E-Length without compression jointed flanges, encapsulated by gypsum-type sheet material mating in a typical to the art fastener method.  FIG. 20  is meant to demonstrate inventions plurality of compatibility with current arts. 
         FIG. 21  is a perspective view of the inventions E-Length using invention&#39;s hidden fastener and inventions compression grooves to hold sheet panels in various configurations outside the scope of E-Panel typical to the invention use. Thus, further demonstrating the inventions industry scope. 
         FIG. 22  is a perspective view of one of the invention&#39;s E 2 Post and Beam decoratively encapsulated by sheet or board jointed to vertically installed E-Length with a cut-away-view.  FIG. 22  also demonstrates a cut-away view of a horizontally installed E2-Post and Beam decoratively encapsulated on three sides using typical to arts fastening. 
         FIG. 23  is an enlarged perspective view of the invention&#39;s E-Length with unused compression grooves and exposed fasteners to hold sheet goods on three sides with E-Panel joinery flange recesses. Further demonstrates portions of  FIG. 20-21 . Note: enhanced flanges are not shown for clarity. Flanges must be of enhanced variety for fastener retention shown. 
         FIG. 24  is a perspective view of one of the invention&#39;s pluralities of reinforced E-Caps for E-Length made from the invention&#39;s proprietary materials to increase load and common fastener yielding of an E-Stud E-Cap. Inventions E-Stud joinery is not shown for clarity. 
         FIG. 25  is ten perspective views five of which are mirrored of the plurality of variability within the invention&#39;s E-Length&#39;s and E-Cap&#39;s for E-Length use.  FIG. 25  also demonstrates plurality of proprietary material stratifications as enhanced inset webbing variations. 
         FIG. 26  is ten perspective views five of which are mirrored further demonstrating  FIG. 25  as the invention&#39;s end user added E-Caps for E-Stud or E-Length. These variations are intended for in-field modifications of an E-Length&#39;s length but are not inclusive to that means.  FIG. 26  further demonstrates plurality of enhanced webbing versions of E-Lengths and E-Caps as depicted as peripheral or pre coupled E-Caps. 
         FIG. 27  is two perspective views demonstrating plurality of E-Cap configurations. Further demonstrating plurality of sizing of the invention&#39;s basic endcaps. As shown, one of a plurality for the invention&#39;s E 2 Post and Beam configurations. 
         FIG. 28  is two perspective views of one of the invention&#39;s pluralities of E-Strut E-Caps for E-Lengths. Demonstrates E-Strut E-Cap coupled to E-Length. 
         FIG. 29  is a perspective view of one of the invention&#39;s pluralities of E-Plates coupled about four E-Length&#39;s termination ends. As shown, plurality of E-Plates are employed within invention as a wall framing sole and upper framing plates.  FIG. 29  further demonstrates E-Plates&#39; on-center holding, herein referred to as on-center-discipline, ability when used with inventions shapes, configurations, and patterns. 
         FIG. 30  is three perspective views demonstrating plurality of  FIG. 29  basic configuration. For clarity, E-Lengths are not shown but as a single E-Stud configuration noted as  FIG. 3  depicting E-Stud Method E-Plate configuration.  FIG. 30  demonstrates E-Plates flange shoulders for diametrically opposed fastener planes and webbing grooves for E-Lengths including the E 2 Post and Beam variations to secure couple webbing and flanges to plate. In addition, or alternately, E-Framing Method&#39;s variation shown is reversible and mirrorable for use as sole plate  67  or top plate  68 . Alternately,  FIG. 30  is used as upper or lower sill plate and many other variations within inventions scope. 
         FIG. 31  is a perspective view of one of a plurality of the invention&#39;s innovative E-Plates demonstrated on the invention&#39;s E-Header Truss configured with E-Block&#39;s  FIG. 12  to  FIG. 14  installed to the top of the E-Lengths with six E-Double Header Truss Blocking Connectors  FIG. 50 . Further demonstrated as  72 - 73  are the E-Plate configured to enhance lateral stability. In addition, as further variation, E-Plate can be configured as point to point or as continuous length to walls on-center discipline or fill insulation requirements. 
         FIG. 32  is a perspective view of the invention&#39;s three E-Angle Plates for adjoining or E-Lengths by abutting top or bottom located E-Plates at angles to form angled California or Western-like framing corners demonstrated in  FIG. 6 . 
         FIG. 33  is three perspective views of the invention&#39;s plurality of E-Angle Plates Ladder Truss Blocks for adjoining or abutting top or bottom located E-Angle Plates at angles with connections to form a ladder truss style wall framing corner made from E-Angle Plates or Blocks. 
         FIG. 34  is a plan view example of the invention&#39;s innovative E-Angle Plates used to form angled plate abutment and ladder truss demonstrating  FIG. 31-33 . All angles can be mirrored or increased by flipping connector or adding connector edge to connector edge. 
         FIG. 35  demonstrates typical placement and integrated placement of concealed fastener end and base mounting cap for E 2 Post and Beam, E-Length. Shown with E-Cap attachment bolts as a through E-Cap hold down. 
         FIG. 36  is a perspective view of one of the invention&#39;s E-Length&#39;s hold downs in spread two-bolt configuration. Shown securing an E 2 Post and Beam E-Length. 
         FIG. 37  is four perspective views of one of the invention&#39;s sill plate fillers. E-Sill Plate Filler reinforces and forms flush to E-Length web channels within a sill, span, or stud for window and door rough openings when  FIG. 75-76  installed height or depth is scribed too shallow or high. 
         FIG. 38  is three perspective views of the invention&#39;s E-Sill Plate Spacers that reinforces or scribes positively above an E-Length web channel within a sill, span, or stud to aid roughing-in window and door framing.  FIG. 75-76  and  FIG. 37  or anywhere required that are shimmed to dimension, reinforced, or finished out with these E-Length apparatuses. 
         FIG. 39  is two perspective views of the invention&#39;s plurality of machined-to-fit E-Rim Boards that provide the invention&#39;s ties from E-Lengths installed perpendicular to walls to other E-Lengths to form floors, ceilings, or otherwise framing couplings. 
         FIG. 40  is a perspective view of the invention&#39;s pluralities of variations of the E-Ledger Board.  FIG. 40  demonstrates the invention&#39;s integration by not using second-or third-party apparatuses. Also demonstrates on-center discipline and apparatus discipline that forms a segment of restrictive use, intuitive design, and assembly processes of invention&#39;s methods. 
         FIG. 41  is a perspective view of one of the invention&#39;s pluralities of E-Jack or E-Cripple Connector Plates for flush blocking about framing window or door rough openings. Apparatuses install above or below sill span and between E-Lengths to maintain on-centers and proved flush finish and reinforcement. 
         FIG. 42  is a perspective view and in use example of one of the pluralities within invention&#39;s E-Jack or E-Cripple Stud Flush Blocking Connectors. They are used form rough openings in framing. 
         FIG. 43  is two perspective views of the pluralities of invention&#39;s basic E-Jack or Cripple Plate, Flush Blocking. Used to start, continue, or finish rough framing openings with E-Cripple or E-Jack Studs while maintaining on-center placements under or above sill, span, and length of horizontal rough openings. 
         FIG. 44  is a perspective view of one variation within the invention&#39;s insulation fill or chase ports covers. Shown are E-Port Covers made from machining webbing chases or forming on E-Blocking lengths  FIG. 12-14 . 
         FIG. 45  is three perspective views of one of the invention&#39;s numerous types of E-Blocking connector/web stiffener E-Connector, E-Web Stiffener, E-Horizontal Connector designed to attach to E-Length&#39;s webbing and flanges and provide mating points for diametrically opposed fasteners for E-Blocking  FIG. 12-14  runs from E-Length to E-Length. 
         FIG. 46  is three perspective views of one of the invention&#39;s numerous types of E-Blocking connector/web stiffener E-Connector, E-Web Stiffener, E-Horizontal Connector designed to attached to E-Length&#39;s webbing and flange and provide mating points for diametrically opposed fasteners for E-Blocking  FIG. 12-14  runs from E-Length to E-Length. 
         FIG. 47  is three perspective views of one of the invention&#39;s numerous types of E-Blocking connector/web stiffener E-Connector, E-Web Stiffener, E-Horizontal Connector designed to attach to E-Length&#39;s webbing and flange and provide mating points for diametrically opposed fasteners for horizontal continuous double header or diaphragm E-Blocking b runs from E-Length to E-Length. 
         FIG. 48  is three perspective views of one of the invention&#39;s numerous types of E-Blocking connector/web stiffener E-Connector E-Web Stiffener or E-Horizontal Connector designed to attach to E-Length&#39;s webbing and flange and provide mating points for diametrically opposed fasteners for vertical triple header or diaphragm E-Blocking  FIG. 12-14  runs from E-Length to E-Length. 
         FIG. 49  is three perspective views of one of the invention&#39;s numerous types of E-Blocking connector/web stiffener E-Connector E-Web Stiffener or E-Horizontal Connector designed to attach to E-Length&#39;s webbing and flange and provide mating points for diametrically opposed fasteners for E-Blocking to form diaphragm or header with  FIG. 12-14  runs from E-Length to E-Length. 
         FIG. 50  is three perspective views of one of the invention&#39;s numerous types of E-Blocking connector/web stiffener E-Connector, E-Web Stiffener, E-Horizontal Connector designed to attach to any E-Length&#39;s webbing and flange and provide mating points for diametrically opposed fasteners to form the invention&#39;s horizontal continuous double header or diaphragm with E-Blocking  FIG. 12-14  runs from E-Length to E-Length. 
         FIG. 51  is three perspective views of one of the invention&#39;s numerous types of E-Blocking connector/web stiffener E-Connector E-Web Stiffener or E-Horizontal Connector designed to attach to any E-Length&#39;s webbing and flange and provide mating points for diametrically opposed fasteners to form the invention&#39;s vertical triple header or diaphragm E-Blocking  FIG. 12-14  runs from E-Length to E-Length. 
         FIG. 52  is four perspective views, a mirrored  FIG. 52  that demonstrates one of the invention&#39;s numerous types of E-Blocking connector/web stiffener. The  FIG. 52  E-Single Header/Truss Connector attached to E-Lengths webbing with diametrically opposed fasteners for E-Blocking  FIG. 12-14  is used to connect from E-Length to E-Length. Shown receives one horizontally placed E-Length on machined or formed horizontal ledger with an E-Plate Variation  108 ,  FIG. 29-30  as upper plate with an insulation fill port  107  in a cut-away view demonstrating web channel filling. 
         FIG. 53  is three perspective views of one of the invention&#39;s numerous types of E-Blocking connector/web stiffener the E-Double Header/Truss Connector designed to attach to E-Length&#39;s webbing and provide a mating point with diametrically opposed fasteners for E-Blocking to connect from E-Length to E-Length. Forms diaphragms, blocking, coffers, sills, and headers between E-Lengths. Shown receives two horizontally placed E-Lengths on two machined or formed horizontal ledgers. 
         FIG. 54  is a perspective view of one the invention&#39;s E-Hips Connectors Gable Blocking used to form gable or cantilever projections from framing. It allows the use of E-Blocking lengths to form the assemblies using coffer notching or end suspended projections from framing. 
         FIG. 55  is two perspective views of one the invention&#39;s numerous E-Hips Connectors for forming roof framing, cantilevers, or gable ends. The variations of these apparatuses are numerous as roof pitch dictate their shape. 
         FIG. 56  is a perspective view and demonstration of two of the invention&#39;s numerous E-Hip Connectors. Shown are the E-Anti-Slip Block and Connector  FIG. 57  and an E-Stud E-Cap variation  FIG. 28 . The variations of this apparatus are numerous as roof pitch and E-Length size dictate their shape. 
         FIG. 57  is a perspective view of one the invention&#39;s numerous E-Hip Connectors E-Anti-Slip Block demonstrated in  FIG. 56 . 
         FIG. 58  is a perspective view and demonstration of one of the invention&#39;s numerous E-Connectors. The E-Ledger Connectors allows securing perpendicular stacked E-lengths to each other so any E-Length can be used to form a ledger or integral beam. Also demonstrated are  FIG. 60  variations. 
         FIG. 59  is a perspective view of one the invention&#39;s plurality of E-Length hold downs. The E-Foundation Connector in a single-bolt down configuration is depicted. Shown securing an E 2 Post and Beam length as a variation of  FIG. 36 . 
         FIG. 60  is three perspective views of one the invention&#39;s E-Length&#39;s hold down E-Rim Connector titled a E-Rim Single Connector. Shown securing an E 2 Post and Beam with an E-Length perpendicular to E-Lengths with upper sheet attachment variations  110 - 111 . 
         FIG. 61  is two perspective views of one the invention&#39;s plurality of E-Length&#39;s hold downs. E-90-Degree Connector. Shown securing E 2 Post and Beams perpendicular. 
         FIG. 62  is three perspective views of two variations of the invention&#39;s plurality of E-Length&#39;s novel connections, E-Box to E-Box Connector. Also shown as variation of E-Caps. Shown securing various E 2 Post and Beam lengths coupled perpendicular to a vertical E 2 Post and Beam coupled by  FIG. 35  to a horizontal plane 
         FIG. 63  is four perspective views of the invention&#39;s numerous types of web stiffeners. This E-Stiffener variation is designed to sandwich E-Lengths&#39; webbing and provide a mating point with diametrically opposed fasteners for reinforcement of E-Length. 
         FIG. 64  is two perspective views of the invention&#39;s numerous types of web stiffeners. E-Web Abutment Stiffener designed to couple one E-Length flush to another while providing a mating point with diametrically opposed fasteners for reinforcement of E-Length end-to-end abutment. Minor load variation shown. 
         FIG. 65  is a perspective view of the invention&#39;s numerous types of E-Bridging connectors. Top of illustration is the left and right ends of lower illustration. As Shown: triple bridged truss/joist which can also act as an inverted truss/joist.  FIG. 65  demonstrates only one of the multitudes of E-Bridging configurations and E-Bridging Connectors. Shown is an E-Stud top chord plus E-Joists center chord gapped for mechanical installation plus E-Length bottom chord. Ends of E-Bridged assembly in upper figure with E-Doublet  FIG. 75  or  FIG. 70  reinforced E-Length Bearing end with Doublet sisters. 
         FIG. 66  are three perspective views of the invention&#39;s plurality of E-Bridging connectors titled E-Bridge Post Connector.  FIG. 66  demonstrates only one of a multitude of the invention&#39;s bridging configurations and abutment of E-Length and stacking E-Lengths to form an E-Bridged beam and E-Lengths forming a girder as coupled to an E 2 Post and Beam. 
         FIG. 67  is three perspective views with mirror view of the invention&#39;s numerous types of E-Bridging connectors. The E-Bridge Connector with Diaphragm Blocking  FIG. 67  demonstrates only one of a multitude of the invention&#39;s E-Bridging configurations. Shown, E-length plus E-Length plus E-Length plus E-Blocking diaphragm  125 . 
         FIG. 68  is a perspective view of the invention&#39;s numerous types of E-Bridging connectors E-Stud Bridging Connector.  FIG. 68  demonstrates only one of a multitude of the invention&#39;s bridging configurations. Shown is abutment of E-Studs to horizontal lower stacked E-Stud to form an inverted floor or ceiling truss or beam. E-Stud plus E-Stud shown with  FIG. 69  E-Abutment and E-Bridge Lightweight Connector center top. 
         FIG. 69  is three perspective views of the invention&#39;s numerous types of E-Bridging connectors. The E-Abutment and E-Bridge Lightweight Connector designed to couple one E-Length flush to another provides coupling points with diametrically opposed fasteners for reinforcement of E-Length end-to-end abutment within E-Bridging method major load type. Increases load capability and thus improves E-Length rigidity or manipulates deflection while tying E-Length abutment. Most common use is above E-Bridged apparatuses or E-Lengths to adjust E-Bridged assembly&#39;s deflection, rigidity. 
         FIG. 70  is a perspective view of the invention&#39;s numerous types of E-Bridging connectors E-Bridging, E-Abutment Reinforced designed to couple one E-Length flush to another while providing a mating point with diametrically opposed fasteners for reinforcement of E-Length end-to-end abutment in E-Bridging system major load type shown. Increases web load capability and thus improves E-Length rigidity or decreases deflection while bridging E-Lengths or E-Studs. Also used to adjust and E-Length or E-Bridged assembly&#39;s deflection. 
         FIG. 71  is a perspective view of the invention&#39;s numerous types of E-Bridging connectors titled E-Bridging E-Double Abutment Reinforced designed to couple two E-Lengths flushed to two others while providing a mating point with diametrically opposed fasteners for reinforcement of E-Length end-to-end abutment in E-Bridging system major load type shown. Increases web load capability and thus improves E-Length rigidity or decreases deflection while tying E-Length abutments or bridging E-Lengths or E-Studs. Also used to adjust E-Bridged assembly&#39;s deflection. 
         FIG. 72  is a perspective view of the invention&#39;s numerous types of E-Bridging connectors titled E-Bridging E-Stud Bridge and Abutment designed to couple two end capped E-Studs together while providing a mating point with diametrically opposed fasteners for reinforcement of the end-to-end abutment within the E-Bridging system major load type shown. Increases web load capability and thus improves rigidity or decreases deflection while tying E-Stud based abutments or bridging E-Studs. Also used to adjust E-Bridged assembly&#39;s deflection. E-Stud Bridge and Abutment are used in pairs. Bridging abutment shown is E-Stud to E-Stud. E-Bridging&#39;s E-Stud Bridge and Abutment is a reinforced abutment/gusset E-Bridging Connector and used in mirrored pairs. E-Clamp-to-Center Tie pilot holes with common fasteners are shown. With or without diaphragm machining. 
         FIG. 73  is a perspective view and further demonstrates  FIG. 72  of the invention&#39;s numerous types of E-Bridging connectors E-Bridging titled E-Stud Double Bridge and Abutment designed to couple two stacked end capped E-Studs while providing a mating point with diametrically opposed fasteners for reinforcement of the end-to-end abutment within the E-Bridging system major load type shown. Increases web load capability and thus improves rigidity or decreases deflection while tying two stacked E-Stud based abutments or bridging stacked E-Studs. Also used to adjust E-Bridged assembly&#39;s deflection. E-Stud Double Bridge and Abutment are used in pairs. Bridging abutment shown is E-Stud to E-Stud. 
         FIG. 74  is a perspective view of the invention&#39;s numerous types of E-Bridging connectors E-Bridging titled E 2 Post and Beam, Bridge and Abutment designed to couple E 2 Post and Beam&#39;s while providing a mating point with diametrically opposed fasteners for reinforcement of the end-to-end abutment within the E-Bridging system major load type shown. Increases web and compression load capability and thus improves rigidity or decreases deflection while tying two or more E 2 Post and Beam abutments for horizontally or vertically bridging. Also used to adjust E 2 Post and Beam assembly&#39;s deflection or compression or tension loading. 
         FIG. 75  is a perspective view of five of the invention&#39;s numerous shapes and sizes of web filler lengths E-Fillers Lengths titled E-Doublet. The E-Doublet is a web filler used to reinforce or as a backer in E-Lengths. It fills one half of web channel along entire E-Length or partially to a flush scribed to flange protrusion. It acts as a nailer, machinable surface, or stiffener. As demonstrated, comes in many hybrid composites forms to adjust E-lengths to load bearing or end use requirements. 
         FIG. 76  is a perspective view of the invention&#39;s numerous types of web filler lengths E-Fillers Lengths titled E-King Filler. The E-King Filler is a web filler used to reinforce or as a backer in E-Lengths. It fills both halves of web channel along two side-by-side E-Lengths or protrudes one-half the distance of web recess of the flange protrusion in single E-Length application. It acts as a E-King Stud or forms a filled beam, joist, or ridge beam when placed between two E-lengths. It also forms a nailer, machinable surface, or stiffener otherwise. Comes in many hybrid composites forms as partially shown to adjust E-lengths to load bearing or end use. 
         FIG. 77  is a perspective view of the invention&#39;s numerous types of E-Plate Filler Plugs. E-Plate unused web groove filler is for fracture critical or scribed flush E-Plate installations. Designed to fill unused web grooves to reinforce/eliminate E-Plates bending moment. 
         FIG. 78  is a perspective view of the invention&#39;s numerous types of fillers E-Filler titled E-Rim Filler. The E-Rim Filler, vented shown, provides an attic insulation barrier and flush, filled or diametrically opposed fastener planes for filled or not filled webbing in E-Length rafter, truss, or joist connections on ends of E-Capped or non-E-Capped E-Length or E-Stud. 
         FIG. 79  is a perspective view and demonstration of the invention&#39;s numerous types of fillers E-Filler titled E-Vented Rim Filler shown in  FIG. 78 .  FIG. 79 , E-Vented Rim Filler shown, provides flush, filled or diametrically opposed fastener planes for filled or not filled webbing in E-Length rafter, truss, or joist connections on ends of E-Capped or non-E-Capped E-Length or E-Stud. 
         FIG. 80  is a perspective view of the invention&#39;s numerous types of web filler lengths E-Filler Lengths titled E-Mini Filler. The E-Mini Filler is a web filler used to reinforce or as a backer in E-Mini Lengths. It fills increments, all, or protrudes the web channel along E-Mini Length to flange protrusion. 
         FIG. 81  is a plan view and innovative example of one of the invention&#39;s novel methods E-Snake Charmer and apparatuses for framing radius walls. As shown, arc origin areas for less or more than 180-degree arcs in wall framing  143 - 144 , E-Snake Sole Plate Filling E-Length web channels: letter designators R as  FIG. 83  is a reverse start, finish, or change direction; A as  FIG. 84  is a first in a series plate, B as  FIG. 85  is second in series. Also shown, E-Length on-center placements and inner and out wall sheathing.  FIG. 83-85  are further demonstrated independent of  FIG. 81  on page  27 . 
         FIG. 81B  is a sectional view of  FIG. 81  that further demonstrates sole and upper plate letter designators R As  FIG. 83 , A as  FIG. 84 , B as  FIG. 85  in upper and lower placement as sole and upper plate. In addition, demonstrates E-Snake Charmer plates,  FIG. 83-85  use in mirrored installations and E-Length placements that form radius walls demonstrated in the plan view  FIG. 81 . 
         FIG. 82  provides a perspective view and example of  FIG. 81-81A . As one of the invention&#39;s novel methods the E-Snake Charmer Method, E-Snake Charmer upper and lower plates, E-Lengths, and radiused E-Blocking forming radius wall. 
         FIG. 83  provides a perspective and plan view of the novel E-Snake R Plate, one apparatus of the invention&#39;s E-Snake Charmer Method. The upper and lower E-Snake Charmer Plates are mirrored apparatuses so the E-Snake R-Sole and E-Snake R-Top plates are same apparatus respectfully. 
         FIG. 84  provides a perspective and plan view of the novel E-Snake Charmer A Plate, one apparatus of the invention&#39;s E-Snake Charmer Method. The upper and lower E-Snake Charmer Plates are mirrored apparatuses so E-Snake A-Sole and E-Snake A-Top plates are same apparatus respectfully. 
         FIG. 85  provides a perspective and plan view of the novel E-Snake Charmer B Plate, one apparatus of the invention&#39;s E-Snake Charmer Method. The upper and lower E-Snake Charmer Plates are mirrored apparatuses so E-Snake B-Sole and E-Snake B-Top plate are same apparatus respectfully. 
         FIG. 86  provides a plan view of one apparatus of the novel E-Snake Charmer Blocking, one of the invention&#39;s E-Snake Charmer Method. Machined or formed from E-Blocking lengths to an exact wall radius or machined or formed to an adjustable range of radius plus or minus 22 degrees. 
         FIG. 87  provides a perspective and plan view of the novel E-Snake Charmer Web Stretcher, one apparatus of the invention&#39;s E-Snake Charmer Method. The view demonstrates radiused web mounted filler for E-Snake Charmer Blocking. Machined or formed to an exact wall radius or machined or formed to an adjustable range of radius plus or minus 22 degrees. 
         FIG. 88  provides a perspective and plan view of the novel E-Snake Charmer Flange Stretcher, one apparatus of the invention&#39;s E-Snake Charmer Methods. The views demonstrate radiused flange mounted filler for E-Snake Charmer Blocking. 
         FIG. 89  provides a plan view of the novel E-Snake Charmer Arc Starters, shown are three angled reception variations within the invention&#39;s E-Snake Charmer Method. Used to match radius of a radiused E-Snake Charmer wall to start or finish an E-Length containing wall, forms California/Western style corner to couple E-Snake Wall with flat perpendicular wall. 
         FIG. 90  provides a prospective view of the novel E-Snake Charmer Offset Double Header Connector, one apparatus with many variations based within the invention&#39;s E-Snake Charmer Method. The views demonstrate offset E-Blocking flange and web installation to accept E-Blocking when used as a header in E-Snake Charmer applications. Also, machined or formed to an exact wall radius or machined or formed to an adjustable range of radius plus or minus 15 degrees. 
         FIG. 91  provides a plan and prospective view of the novel E-Snake Charmer Block Connector, one apparatus with many variations within E-Snake Charmer Method. The views demonstrate radiused machined or formed connector for E-Length web channel to accept and envelope E-Blocking web when used in E-Snake Charmer applications. The views demonstrate radiused machined or formed connector for E-Length to accept E-Blocking web when used in E-Snake Charmer applications during cross datum construction method. 
         FIG. 92  provides a plan and prospective view of the novel E-Snake Charmer Block Connector with web shoulder shelf, one apparatus with many variations of the invention&#39;s E-Snake Charmer Method.  FIG. 92  is another variation of  FIG. 91 . 
         FIG. 93  provides a plan view in example of the order of operations to assemble E-Snake Charmer formed walls using E-Snake Charmer apparatuses. As depicted looking down or up at mirrored versions at plates is viewable in sequential order of operations. 
         FIG. 94  provides a profile view in example of the order of operations to assemble E-Snake Charmer formed walls using E-Snake Charmer Plate apparatuses. Shown are bottom plates or mirrored top plates and E-Length placement. 
         FIG. 95  provides an elevation view in example of the order of operations to assemble E-Snake Charmer formed walls using E-Snake Charmer Plate apparatuses in top, bottom, and mid plate orientation to the apparatuses mounting facial shape. 
         FIG. 96  provides a plan view in example of the order of operations to assemble E-Snake Charmer formed walls using E-Snake Charmer Mid-Plate apparatuses in installed orientation. 
         FIG. 97  is a perspective view and one example of the invention&#39;s numerous types of connectors E-Hips Double Header to Rafter. The E-Hips Double Header to Rafter shown, provides flush, filled webbing and diametrically opposed fastener planes in E-Length wall to rafter, truss, or joist connections while providing a continuous double header with E-blocking. 
         FIG. 98  is a perspective view and one example of the invention&#39;s numerous types of connectors E-Hips Double Header to Rafter and Joist Connector. The E-Hips Double Header to Rafter and Joist Connector provides flush, filled webbing, and diametrically opposed fastener planes in E-Length wall to rafter or truss, as well as joist connections while providing a double header with E-Blocking. 
         FIG. 99  is a perspective and elevation profile view as one example of the invention&#39;s numerous types of connectors E-Hips E-Ridge Board Connector  1 . The E-Hips E-Ridge Board Connector  1  provides flush, filled webbing and diametrically opposed fastener planes in E-Length&#39;s rafter or truss installation while providing a single or double ridge board or gutter with E-Blocking. 
         FIG. 100  is a perspective and elevation view as one example of the invention&#39;s numerous types of connectors E-Hips E-Ridge Board Connector  2 . The E-Hips E-Ridge Board Connector  2  provides flush, filled webbing and diametrically opposed fastener planes in E-Length&#39;s used in rafter or truss installations while providing a single or stacked double ridge board or gutter with E-Blocking as ridge or gutter, E-Bridged Lengths, or E-Length. 
         FIG. 101  is a perspective view as one example of the invention&#39;s numerous types of lengths E-Hips Ridge Board that provides angled receiving for flush, filled end webbing from plumb or miter cuts and diametrically opposed fastener planes in E-Lengths as roof rafter or truss installations. E-Hips Ridge Board can be stacked over E-Bridged Lengths or E-Length. Used in pairs or solely, this novel feature allows one length ridge or gutter board and can be under reinforced for extreme loading. 
         FIG. 102  is a perspective view and example of the invention&#39;s numerous types of connectors E-Hips Major or Minor Connector that provides angled receiving for flush, filled end webbing and diametrically opposed fastener planes in E-Lengths as major or minor roof rafter or truss installations. 
         FIG. 103  is a perspective view as one example of the invention&#39;s numerous types of connectors E-Hips Birds Mouth Rafter to Plate Connector that provides flush, filled webbing and diametrically opposed fastener planes in E-Length wall to rafter, truss, or joist connections while providing a double header with E-blocking in wall assembly. 
         FIG. 104  is a perspective view as one example of the invention&#39;s numerous types of Lengths E-Hips Cornice that provides flush finish and diametrically opposed fastener planes in E-Length plumb, mitered, or straight cut rafter, truss, or joist ends while providing reinforcement to rafter or truss end. In hip roof framing it eliminates exposed E-Length ends as rafters via cornice facia mount. 
         FIG. 105  is a plan, profile, and elevation view as one example of the invention&#39;s numerous types of connectors E-Hips Two Plane Connector. that provides differing angled receiving for flush, filled end webbing and diametrically opposed fastener planes in E-Lengths when used as eve or cornice members. 
         FIG. 106  is a perspective view as one example of the invention&#39;s numerous types of connectors E-Hips Plumb Eve Connector that provides right angle receiving for eves with diametrically opposed fastener planes in E-Lengths when used as eve or cornice members returning to structure under eve supports. 
         FIG. 107  is plan, profile, and elevation views as one example of the invention&#39;s numerous types of connectors E-Hips Truss Style Eve Connector that provides right angle receiving for flush, filled end webbing and diametrically opposed fastener planes in E-Lengths when used as eve or cornice members navigating exterior of structure on rafter ends. Used in conjunction with  FIG. 106 , E-Hips Plumb Eve Block the E-Hips Truss Style Eve Connector is placed into end webbing of E-Bridged Lengths or E-Length Rafters or Trusses. 
         FIG. 108  is a perspective view as one example of the invention&#39;s numerous types of lengths E-Truss Cripple Length Ledger Board Shiplaps that provides angled or straight receiving for flush, filled end webbing and diametrically opposed fastener planes in E-Lengths as roof truss or soffit overhanging installations. E-Truss Cripple Length Ledger Board Shiplaps is alternately an eve board machined or formed to maintain on-centers in roof truss installations or fitted against a structure to form eves or alternately soffits. 
         FIG. 109  is a perspective view as one example of the invention&#39;s numerous types of connectors E-Truss Chord to Strut Connector that provides angled receiving for flush, filled webbing and diametrically opposed fastener planes in E-Lengths forming a roof truss. 
         FIG. 110  is a perspective view as one example of the invention&#39;s numerous types of connectors E-Truss Chord Connector Truss End that provides angled receiving for flush, filled end webbing and diametrically opposed fastener planes in E-Lengths as roof truss installations. E-Truss Chord Connector Truss Ends is machined or formed to maintain on-centers and angles in upper wall framing, inventions\continuous header upper plate forming and roof and ceiling truss &amp; joist installations.  FIGS. 78-79  are further demonstrated within the assembly. 
         FIG. 111  is a perspective view as one example of the invention&#39;s numerous types of connectors E-Truss End Chord Connector machined or formed to maintain on-centers and angles in roof truss assemblies. Installation is typically above an outer wall where angled roof truss upper chord meets plumb, level, or flat lower chord. In addition, or alternately,  FIG. 78-79  are further demonstrated. 
         FIG. 112  is a perspective view as one example of the invention&#39;s numerous types of connectors E-Truss Ridge Connector Standard that provides angled receiving for flush, filled end webbing and diametrically opposed fastener planes for E-Lengths used in roof truss installations. E-Truss Ridge Connector Standard is used solely or in mirrored pairs centers roof truss, project z axis=max top of cord connections with or without strut to lower chord and can also form diaphragm ridge board between truss assemblies. 
         FIG. 113  is a perspective view as one example of the invention&#39;s numerous types of connectors E-Truss Ridge Connector Reinforced that provides angled receiving for flush, filled end webbing and diametrically opposed fastener planes in E-Lengths as roof truss installations. Make-up resembling  FIG. 112 , this version of E-Truss Ridge Connector is reinforced for high load pound-per-square-foot roof truss installations. 
         FIG. 114  is a perspective view as one example of the invention&#39;s numerous types of connectors E-Truss Center Connector that provides a polarity of angled receiving for flush, filled end webbing and diametrically opposed fastener planes for E-Lengths in roof truss installations. E-Truss Center Connector is machined or formed to maintain on-centers and angles in high load roof truss installations while providing lower chord connections and angled and 90-degree strut connection to lower chord of truss. 
         FIG. 115  is a perspective view as one example of the invention&#39;s numerous types of connectors E-Truss Double Strut Connector Lower Chord. Similar to  FIG. 114 , the E-Truss Double Strut Connector Lower Chord shown provides angled receiving for flush, filled end webbing and diametrically opposed fastener planes in E-Lengths as roof truss installations without a 90-degree strut to lower chord of truss. 
         FIG. 116  is a perspective view as one example of the invention&#39;s numerous types of connectors E-Truss Double Strut Connector Upper Chord that provides angled receiving for flush, filled end webbing and diametrically opposed fastener planes for E-Lengths within roof truss installations. 
         FIG. 117  is a profile elevation view as one example of the invention&#39;s numerous types of connectors E-Hips Commercial Ridge Board to Sister Rafters that provides angled receiving for flush, filled end webbing and diametrically opposed fastener planes for E-Lengths as commercial or industrial roof truss installations. With or without E-Fillers or E-Doublets as shown it  FIG. 75-76 , it provides connections for sistered E-Lengths as rafters allowing E-Lengths of  FIG. 2  and  FIG. 3  as purlins. Can be reinforced with beam structure below and uses single or double E-Length  FIG. 2-3  as ridge board. 
         FIG. 118  is a perspective view of the invention&#39;s numerous types of E-Bridging connectors E-Bridging, E-Truss Bridge Connector designed to couple one E-Length rafter flush to another while providing a mating point with diametrically opposed fasteners for reinforcement of E-Length end to end abutment in E-Bridging system major load type shown  FIG. 70 . 
         FIG. 119  is a plan and perspective view as example of the invention&#39;s numerous types of connectors E-Truss Vert Connector that provides straight or angled receiving for flush, filled webbing and diametrically opposed fastener planes in E-Lengths in roof truss installations. 
         FIG. 120  is a plan and perspective views as an example of the invention&#39;s numerous types of connectors E-Truss Vert Extend Connector that provides straight or angled receiving for flush, filled webbing and diametrically opposed fastener planes in E-Lengths in roof truss installations where additional angles or support struts are required. 
         FIG. 121  is a plan and profile view of the E-Clamp-to-Center Tie. Tapered bore hole plan and profile also shown with profiles of rachet assemblies and apparatuses. 
         FIG. 122  provides two perspective views of variations in the E-Clamp-to-Center Tie apparatuses as conceptual elements of differing materials performing the same function, but limited to force applied the beaded cord version is shown opposite to ratcheting cable tie. 
         FIG. 123  is perspective view of a E-Clamp-to-Center Tie sprung downward tongue internal mechanism that allows serrated, geared, or beaded cord one direction of unrestricted travel without unlock tool  FIG. 126 . 
         FIG. 124  are the invention&#39;s self-centering heads of the E-Clamp-to-Center Tie variations. The heads make-up the head and tail of elongated or tapered shapes that force them into bore centers of the invention&#39;s apparatuses. As force is applied, the heads&#39; head and tail simultaneously center any similar bored items to other similarly bored items apparatuses all while steadily increasing clamping pressure compels heads towards the bore center. As result, heads center into tapered boring and clamp apparatuses together squared to bore. 
         FIG. 125  is perspective view of a E-Clamp-to-Center Tie serrated, geared, or beaded cord or cable mechanism that catches head internal mechanism to lock the fastener in a permanent torqued clamping attituded. 
         FIG. 126  provides two perspective views of a E-Clamp-to-Center Tie release tools that when forced between beaded chain diaphragm or serrated, geared, corded or cable lock mechanism opposes the one direction of travel by blocking sprung locking mechanism, thus allowing E-Clamp-to-Center Tie to release pressure to remove or adjust torque clamping. 
         FIG. 127  is a see-through perspective view showing the backside placement of an E-Panel, via E-Length female compression grooves and an attached with fasteners male compression apparatus joining the E-Panel and E-Length compositely with no exposed fasteners at union. 
         FIG. 128  is see-through perspective view showing the backside placement of an E-Panel, via E-Length female compression grooves and a machined or formed male compression apparatus on backside of E-Panel. 
         FIG. 129  is a see-through perspective view showing the backside placement of an E-Panel with double E-Blocking header and E-Plate. E-Panels are direction reversible with machined, formed, or attached male joinery for E-Length accommodation. 
         FIG. 130  is a plan view showing the backside of an E-Panel Sheet of various make-ups. Upper and lower panel shown with Double E-Blocking Header and Double E-Blocking Plate. As shown, machined or formed male compression apparatus placed to on-centers. 
         FIG. 131  is a plan view showing the backside of an E-Panel sheet stock of various make-ups. Shown is an example of invention&#39;s factory-sized to standardized E-Framing method centers to cover window and door rough opening. 
         FIG. 132  is a profile view of some of the E-Panel Inside Corner Trims that come in lengths for E-Panels installation in framed E 3 Lumber buildings or structures with or without exposed fasteners. Shown is an example of invention&#39;s factory-sized to standardized E-Framing method centers in order to trim-out inside corner gaps created by E-Panel use or adoption in non-E-Framing structures or conversion to E-Panel use elsewhere. 
         FIG. 133  is a plan view of some of the E-Panel Outside Corner Trims numerous profiles available. E-Panel Outside Corner Trims come in lengths for E-Panels installation in framed E-Framing buildings or structures with or without exposed fasteners. Shown is an example of invention&#39;s standardized to E-Framing method to trim-out outside corners created by E-Panel use or adoption in non-E-Framing structures or conversion to E-Panel use elsewhere. 
         FIG. 134  is a plan view example of  FIG. 132-133  on sectioned E-Framed wall. Corner Trims come in lengths for E-Panel installation in framed E-Framing buildings or structures. 
         FIG. 135  is a plan view example of some of the E-Panel End Caps numerous profiles available. E-Panel End Caps conceal the terminating end of E-Panels to hide fasteners and cover framing open area between parallel E-Paneled walls, stub walls, partitions, and connect the assemblies compositely with or without exposed fasteners. 
         FIG. 136  is a profile view and example of some of the E-Panel End Caps numerous profiles demonstrated in  FIG. 135 . 
         FIG. 137  is the profile view of the invention&#39;s proprietary sheet materials and their more common names and acronyms. 
         FIG. 138  is the profile view of the invention&#39;s proprietary sheet materials stratified into an example of some known configurations based on load, strength, rigidity, permeability, flexibility, yield, and shear requirements of the invention&#39;s numerous apparatuses strength and shape requirements. 
         FIG. 139  is the profile view of the invention&#39;s proprietary sheet materials stratified into one example of many of known  FIG. 137-138  configurations based on load, strength, rigidity, permeability, flexibility, yield, and shear requirements of the invention&#39;s numerous apparatus&#39;s strength and shape requirements. As shown, E-Plate from  FIG. 29-30  features various stratifications and arrangements of the invention&#39;s proprietary sheet materials as formed or machined into E-Plate for the invention&#39;s differing force resistance or shape requirements.  FIG. 29-30  E-Plate is an E-Length and serves as both upper or lower wall framing plate in the E 3 Lumber method. 
         FIG. 140  is the end view of one of the invention&#39;s I-shaped lengths. This view demonstrates a typical to the invention end capped E-Stud or E-Length. 
         FIG. 141  is in addition or an alternate to  FIG. 140 . As shown, are four profile views of some of the invention&#39;s flanges with E-Cap End Block removed or not installed to show proprietary webbing to flange joinery. 
         FIG. 142  are profile examples of some of the known flange variations of invention using  FIG. 139  examples of stratifications of  FIG. 138  examples of materials. 
         FIG. 143  is a perspective view as one example of the invention&#39;s numerous types of Lengths E-Coffer Joist that provides notched and degreed receiving for flush, filled end webbing and diametrically opposed fastener planes in E-Lengths as floor or ceiling joist or truss installations. E-Coffer Joist is machined or formed to maintain on-centers and angles in high load floors or ceilings or decorative installations. Used in plurality as both the upper and lower cords, the E-Coffer Joist provides connections for the also shown E-Coffer Minor Web Stiffeners and E-Coffer MAX On-Center Coffer Joist Web Stiffener and their variations. 
         FIG. 144  is a perspective view of a 90-degree to 90-degree coffered joist or truss  FIG. 143  showing the invention&#39;s novel feature, a diaphragm truss or diaphragm joist assembly that is coffered. 
         FIG. 145  is a perspective view with four examples of the invention&#39;s plurality of novel connectors E-Intermediate Flange Web Stiffeners that are designed to be factory or in some cases on-site installed anywhere along the E-Lengths webbing. E-Intermediate Flange Web Stiffeners are designed to accept, fully envelope, or otherwise mate E-Lengths and E-Blocking webbing and/or E-Blocking flanges to provide diametrically opposed fastener planes, E-Length and E-Blocking loading or force adjustment. Diaphragm installation with E-Blocking provides the invention&#39;s novel E-Continuous Header installation and simplifies the designing or framing of buildings or structures. 
         FIG. 146  is a perspective view and example of  FIG. 5  E-Caps. As shown, four of the numerous types of E-Caps installed on E-Lengths between lumber Plates a sole and a double upper framing plate. Also pictured is  FIG. 12  E-Block with wire chases resting between two E-Intermediate Flange Web Stiffeners. 
         FIG. 147  is a perspective view and example of the invention&#39;s novel continuous header feature. Various forms of vertical E-Lengths terminate on top of the invention&#39;s continuous header via E-Blocks. The E-Block configurations are numerous and not limited to  FIG. 147 . 
         FIG. 148  provides perspective views of two E-Tools of many designed to maintain on-centers when lumber plates are used with E-Stud&#39;s non-E-Plate or E-Framing installations. 
         FIG. 149  is a perspective view and example of the invention&#39;s novel E-Length E-Capped E-Studs installed powder actuated fasteners used in example as a framed wall between concrete floors. Also shown is the E-Tool  320  used to maintain installation centers, various previously depicted E-Blocks and their corresponding connectors. 
         FIG. 150  is an elevation view of the machined or formed reverse side opposite face of an E-Panel in vertical orientation.  FIG. 150  is supplemental to  FIG. 130-136  in order to demonstrate length or width available in E-Panels. 
         FIG. 151  is a plan view of the machined or formed reverse side opposite face of an E-Panel mated via compression joinery to E-Lengths.  FIG. 151  is supplemental to  FIG. 130-136  and  FIG. 150  to further demonstrate joinery of E-Lengths and E-Panels. 
         FIG. 152  provides profile views of E-Bridged E-Lengths to demonstrate a few of the plurality of combinations exclusive to the invention and its embodiments E-Bridge  FIG. 65-74 . 
         FIG. 153  is an elevation view demonstrating the E-Truss Method forming a roof truss with E-Lengths coupled by E-Truss apparatuses. 
         FIG. 153A  is an enlarged and condensed sectional of  FIG. 153  that further demonstrates E-Truss apparatuses  FIG. 109-120  and their approximated placement within a typical roof truss. 
         FIG. 154  consists of various profiles depicting fasteners and their corresponding coupling of various apparatuses common to the invention. It also demonstrates fastener planes not common to the arts and understood to this inventions scope as diametrically opposed fastener planes as well typical to the arts fastener planes.  FIG. 154  also demonstrates numerous examples of the fastener lock ring  326 - 327  as formed to inventions scope and in various axes. 
         FIG. 155  is a profile view of one manufacturing technic for assembly of E-Lengths that addresses adhesive open and closed times, hydrostatic forces, web placement, formation and placement of adhesive pockets, and sizing requirements. 
         FIG. 156 , an exploded prospective view for invention&#39;s press forming manufacturing to include pressure form upper and single- or two-piece lower plated form, pre and post machined press formed composite apparatus and examples of secondary proprietary material placement locations or alternatively, the final step within invention&#39;s press formed then machined apparatus manufacturing.  FIG. 156  also demonstrates encompassing press formed material with proprietary material prior to pressing to create a complete fabrication, or hybrid that does not require additional machining. In addition,  FIG. 156  demonstrates a modular method of fabricating lengths with end-matching. 
     
    
    
     DETAILED DESCRIPTION OF THE PREFERRED EMBODIMENTS 
     The foregoing and other objects, features, and advantages of this disclosure set forth herein should be apparent from the following embodiment descriptions of the invention and its concepts, as shown or demonstrated in the accompanying drawings and Figures, herein FIG. 
     As such, like referenced characters refer to the same parts throughout and pose themselves within different perspectives. The apparatuses in these drawings are not necessarily to scale relative to each other. Alternatively, or additionally, the drawings depict only typical embodiments of the present disclosures and are not to be considered limiting in scope of the invention&#39;s variability in size, shape, or placement in respect to the invention&#39;s embodiments. 
     Those with remedial skill in the art will understand the invention&#39;s description is illustrative and not limiting to the drawing shapes or configurations illustrated. Therefore, each example is provided by way of example and not a limitation to the invention&#39;s scope, purpose, or plurality of variation available. The more advanced embodiments will become readily apparent to those with skills in the art. In addition, or alternately, those skilled in the art comprehend the invention&#39;s advanced embodiments can be modified or varied without illustration and without departing from the scope or spirt thereof. For instance, features illustrated, described, or demonstrated within one embodiment may be modified or used by the invention on another embodiment to create, yield, or further additional embodiment. Thus, it is fully intended that the inventions include such modification and variations as equivalent in scope of the included claims. 
     Embodiments of the invention, herein after referred to as E 3 Lumber Apparatuses, methods, provides for an environmentally rewarding, highly efficient, extremely reliable, energy saving, and thoroughly economic structural framing, building dry-ins, and building finish-outs as methods governing the invention&#39;s apparatuses and assemblies that are comprised of a plurality of both standardized and modifiable apparatuses and methods to use the invention effectively. 
     The disclosed E 3 Lumber apparatuses will become better understood through review of the following detailed description in conjunction with the FIG. The detailed descriptions and figures provide examples of various embodiments to the invention described herein. Those skilled in the art will understand that the disclosed examples may be varied, modified, and altered without departing from the scope of the invention described herein. 
     Many variations are contemplated for different applications and design considerations. However, for the sake of brevity, each and every contemplated variation is not individually described in the following detailed description. Thus, the invention&#39;s innovation in method demonstrates a plurality of apparatuses, but also exhibits possibilities of similar apparatuses when abridged to the demonstrated apparatuses and perspective drawings as FIG. or figures. 
     Throughout the following detailed description, examples of various E 3 Lumber systems, methods, and apparatuses are provided. Related features in the examples may be identical, similar, or dissimilar in different examples. For the sake of brevity, related features will not be redundantly explained in each example. Instead, the use of related feature names will cue the reader that the feature with a related feature name may be similar to the related feature in an example explained previously. 
     Features specific to a given example will be described in that particular example. The reader should understand that a given feature need not be the same or similar to the specific portrayal of a related feature in any given figure or example. 
     Global conditions of FIG. and or illustrations, demonstrations, and their detailed descriptions, and for the sake of expedience, the following should be considered with each detailed description: 
     All illustrated apparatuses are variable in sizing, proprietary materials, composition, and configuration as further defined in  FIG. 137  through  FIG. 142 . 
     Fasteners that are not called out, numbered, or otherwise indicated in specifications, or other writings with FIG. or FIG. numbers are assumed to be common to the art fasteners. Occasionally indicated on illustrations as shaded small and large diameter circles that approximate an installed location. Invention does not stake claim to common fasteners or their approximate placement that are outside the invention&#39;s scope or of their usefulness and specific use outside the invention&#39;s scope of its diametrically opposed fastening planes demonstrated in  FIG. 154 . However, diametrically opposed fastener planes and the also demonstrated fastener lock ring are well within the invention&#39;s scope and also implied within demonstrations throughout FIG.&#39;s. 
     Adhesive use to form bonds or coupling in the invention&#39;s assemblies is not required unless otherwise indicated by illustration or description. Proprietary combinations forming the invention&#39;s adhesives and sealants for material and apparatus manufacture is required by this invention and one portion of its novelty; and again, for the sake of brevity only mentioned here and generically within figures. See also Proprietary or Proprietary Materials below. 
     Continuity of E-Length sizes. As example,  FIG. 4  is a E2-Post and Beam apparatus and child of the parental E 3 Lumber as parent of the apparatus category E 2  Post and Beam and generically referred to as an E-Length. The E2-Post and Beam E-Length in physical form measures 4×4 nominal, (3.5×3.5) as in lumber&#39;s nominal measurements and references. Correspondingly, the E2-Post and Beam is double width and or double depth of an E1 apparatus which is also child to E 3 Lumber apparatus categorical E-Length I-shaped parent measuring 2×4 nominal. Like lumber, nominal sizing is apparent or approximated to both E-Lengths. In example, four nominal equals two E1&#39;s on face-measured values and also the width or depth of an E1, is again 4″ nominal. That same novel correlation and integration is readily apparent throughout the E 3 Lumber E-Lengths and also the entire invention to include webbing channels, fillers, plates, tools, connectors, stiffeners, intermediates, and other invention peripherals found within its methods. However, and for brevity sakes, it will only be mentioned here and generically in FIG. as dimensional stability in sizing. 
     Compatibility Within Invention. All E 3 Lumber apparatuses and methods are at the least adaptable in compatibility with the invention&#39;s underlying methods and with dissimilar properties of other material and their forms. 
     The following definitions apply herein, unless otherwise indicated: 
     Proprietary or Proprietary Materials is used to indicate differences from state-of-the-art or current pre-invention over-the-counter retail sheet products of same or similar name. Differences include but are not limited to the following: 1. Adjustment of percent by weight of adhesive or type or types of proprietary adhesives used. 2. Raw or processed materials used within sheet or form exceeding 50% of its make-up. 3. Stratification, orientation, or layering of elements forming material into sheet or component. 4. Paraffin and or other wax or wax type use and amount. 5. Pressure durations, annealed duration, wet or dry formed durations. 6. Moisture type or amounts or moisture inhibitors or amounts. 7. Any additives, pressures, or temperature used to form sheets or products. 8. Additives or mixtures to treat, cure, or maintain sheets or formed products. 9. Coatings or exterior saturations used as deterrents or preservatives. 
     Method for brevity again, and used within the scope of the invention procedures, also means additional or alternate as in material combinations, apparatuses shapes, sizes, and compositions, by adjacent apparatuses and consequent assemblies or concepts derived thereof. Each of the invention&#39;s methods shall be called out prior to the terms use. In example, E 3 Lumber&#39;s Method, E-Framing Method, E-Stud Method, E-Bridging Method, Cross Datum Construction Method, Three E Method, E-Snake Charmer Method, or Four-Tier Composite Method. Each of these methods are further defined in claims section but may be used generically within FIG. 
     E-Length means in profile, I, box, trapezoidal, or other shape that constitute a radius, or a flat board within the invention&#39;s manufacture as in lengths that share similar in X, Y, or Z axis points extending to other points along its length. Therefore, E-Length is used generically to represent an apparatus of any shape or configuration for the spanning of two points of length, width, or height at any axes along any vector. Furthermore, E-Lengths are typically squared in load resistance. Meaning approximate load resistance is similar in depth, width, and height about the apparatus&#39;s length. As a novel feature this element should be considered a common feature. However, the feature is not systemic to some smaller components like connectors. It is by ratio apparent in all E-Lengths. 
     Substantially means to be more-or-less conforming to the particular dimension, range, shape, concept, or other aspect modified by the term, such that a feature or apparatus need not conform exactly. For example, a substantially cylindrical object means that the object resembles a cylinder but may have one or more deviations from a true cylinder. 
     Comprising or comprised, including conjugations thereof, are used interchangeably to mean including, but not necessarily limited to and are open-ended terms not intended to exclude additional elements or method steps not expressly recited. 
     Terms such as first, second, and third or FIG. number are used to distinguish or identify various elements or members of a group or the like and are not intended to denote a serial, chronological, or numerical limitation. 
     Coupled means connected, either permanently, releasably, or abutment, whether directly or indirectly through intervening or non-intervening apparatuses. It is not intended to singularly indicate one particular connection to one particular element or apparatus. 
     E 3 Lumber Method&#39;s are comprised of novel terms specific to invention but all stem from Three E Method and developed to arouse this novel invention&#39;s goal of substituting state-of-the-art wood products, economically and with Full Mitigation of past, current, and future fossil fuel uses. 
     Three Es are comprised of environmental, economic, and engineering variables. Each variable was optimized to best practices and within a simple matrix allowing a given or focused variable&#39;s best practice the opportunity to affect the final solution as a score generated by row or column addition and then further modeled by standard deviation. 
     The matrices use is well known and includes complex math but is not intended as an invention claim. However, its use to find determinates by inverses of row optimization effects on overall score&#39;s provided the Three E&#39;s basis or its direction in developing apparatus concepts. 
     As a rule, environmental variables were always positive weighted to effect engineering outcomes and engineering negatively weighted to effect economic outcomes. With minor economic differences, balance within all E&#39;s as weighted variables in this order, Economic, Engineering, Environmental produced the highest scores and best practices in optimization that all three Es could economically achieve the Environmental goal if an Engineering solution existed to bridge the gap in-between Economics and Environmental. 
     As result, this invention balances forestry resources from forest to new construction unlike any state-of-the-art building materials or components as weighted by enhancing overall environmental impact, while creating economic incentive to do so. This is established on well-founded research and formulaic development within all E disciplines but requires Engineering disciplinary Advanced Materials to perform for its Full Mitigation model&#39;s success. 
     Four-Tier Composite Method is the categorical outcome of the Three E Engineering matrix and composes the invention&#39;s beginnings and as its current category of EM 2  Materials  FIG. 137-142 ,  FIG. 152 , and  FIG. 156 . As the first step in invention&#39;s proprietary composites, it has further defined Advanced Woody Composites into structure use and supplementally into more consumer orientated goods. 
     EM 2 Materials begin as proprietary sheet materials specified from existing manufactures of like materials, but have progressed to the invention&#39;s proprietary mixtures made with inventions adhesive developments. As Advanced Materials made from Woody Biomass Composites they are typically and also, in a sheet forms as single compositions of materials and hybrid compositions and considered the inventions Tier 1 composites as either sheets or formed shapes developed for machining, additional forming, or stratified with similar or dissimilar sheets or apparatuses into invention&#39;s Tier 2 composites. Tier 2 composites are mostly converted into apparatus parts that are coupled or bonded, with other Tier 1 and 2 apparatuses and shapes to build invention&#39;s more complex apparatuses and assemblies into Tier 3 composites. Tier 3 composite shapes and apparatuses are then coupled by bond and or fastener to other Tier 1-3 composites to form structures as Tier 4 composite structures. 
     Details of invention follow: 
     E-Cap is a generic term applied to end flanges applied to E-Lengths. When present in assemble or factory installed the E-Length is an E-Stud  FIG. 3  with E-Cap  FIG. 5 . As a factory installed end flange it provides E-Length load spreading, dissimilar property mating, common fastener acceptance and retention area for coupling. Alternately, an E-Length  FIG. 2  E-Cap is as previously stated or as added to an E-Length assembly for dissimilar or advanced coupling to ends of E-Lengths after on-site trim or cut to length operations. 
     Clamp-to-Center Ties  FIG. 121-126  are the invention&#39;s novel tie fasteners. As placed in self-centering bores within Tier 3 assemblies and heads then cinched together by apparatus. Invention&#39;s Clamp-to-Center Ties supplement, replace, or substitute common fastener use within invention&#39;s coupling of Tier 3 composites. Clamp-to-Center Ties are part of invention&#39;s novel diametrically opposed fastener planes within its E-Framing Method for compiling Tier 4 structural assemblies. 
     E-Stud Method are Tier 2 permanently bonded composites for state-of-the-art lumber uses and substitutions. E-Stud Method use does not retain invention&#39;s Tier 4 composite structure ability. Comprised of invention&#39;s E-Studs, E-Plate, E-Blocking, E-Doublets, and E 2 Post and Beams that are essentially E-Capped E-Lengths as I or box shapes with filled or multiple web channels, precut chases, some abutment joinery, and creep tolerant web joinery for dissimilar property coupling. E-Stud Method apparatuses resist loading squarely so they may be used in any orientation. 
     E-Stud E-Lengths  FIG. 3  and  FIG. 156  are designed to couple to dissimilar properties, like lumber, or alternately to other E-Stud Method apparatuses above. E-Studs include at least one E-Cap  FIG. 5  for common fastener coupling.  FIG. 12  diaphragm blocking locations and common fastener coupling is preordained in all precut to length E-Studs as are chase web cut outs and pre-bored web mounted peripheral apparatus locations. E-Studs use, but not exclusively, bonded  FIG. 64  E-Web Stiffeners for increased strength and fastener planes. Alternately, bonded  308  E-Web Intermediates may be employed to provide modular length properties with end matching joinery. E-Plates are modified E-Studs. 
     E-Plates are part of E-Stud Method  69  and are non-E-Capped E-Lengths that integrate with E-Studs as upper and lower plates within framing assemblies. E-Plate has a plurality of alternate uses like E-King, diaphragm blocking, and cripple stud uses. E-Plate is a compositely formed hybrid E-Stud consisting of E-Doublets  FIG. 75  factory bonded into webbing channels that provide fastener retention anywhere along E-Plates girth. This provides the versatility to cut E-Plate to any length. As opposed to E-Stud&#39;s economically driven design that intentionally places fastener planes at designated intervals within their matrix. Thus, making E-Studs difficult, but not impossible to cut to length. Therefore, E-Studs are a fixed length apparatus to E-Plate&#39;s cut to length ability due to available fastener planes and end matched joinery for less waste. E-Blocks are a mixture of both. 
     E-Blocks  FIG. 12  are shortened but still E-Capped E-Stud&#39;s designed for use as diaphragm blocking or cripple studs. E-Block end caps are proprietary material so their corresponding grain structure is trimmable on both ends thus allowing fastener placement and retention after constrained trimming to length. The preferred method of E-block placement within E-Stud Method used while building a framing assembly is to couple E-Blocking simultaneously with E-Stud fastening to E-Plate to maintain E-Stud on-center discipline. Alternately, and as example of variations, cut to length E-Plate is also used for E-Blocking. 
     Unlike state-of-the-art lumber, all apparatuses within invention&#39;s Methods are compatible with each other in dimension and coupling. The E 2 Post and Beam E-Lengths found within invention&#39;s methods provides a good example. 
     E 2 Post and Beam  FIG. 17-18  are multiple web variations of E-Lengths and deployed with or without E-Caps  63 . E 2 Post and Beams are dimensionally identical to multiples of the inventions Methods and apparatuses depth or width. E 2 Post and Beam occasionally employ internal  FIG. 64  and  FIG. 145  E-Web Stiffeners on built to length versions and  308  E-Web Intermediates in modular end matched extendable length versions. Unlike state-of-the-art, E 2 Post and Beams use as a header is optimized due to inventions matching dimensional stability, its enhanced load bearing resulting in a one-piece header without shims for matching framing wall depth, a reduction of fastener use, and reduction of weight and sizing. As an alternate to the lumber compatibility of the E-Stud Method the invention is also comprised of a highly innovative non-lumber compatible method. 
     The E-Framing Method, herein E-Framing, is comprised of numerous methods and apparatuses that advance state-of-the-art building materials by being environmentally friendly, lighter in weight, ridged, permanently bonded, economic, integrated, and conventional to optimized practices. E-Framing was developed within the scope of Three Es as the highest scoring Method due to its complete utilization of the defined earlier EM 2 Materials and 4 Tier composite system. 
     E-Framing Method consists of E-Lengths. E-Lengths are generically referenced throughout Figures and include the following apparatuses as further defined: E-Joists  FIG. 10 , E-Plate  FIG. 30 , E-Doublets  FIG. 75 , E-King Fillers, E-Sill Filler  FIG. 37 , E-Ledger Board  FIG. 40 , E-Ridge Board  FIG. 100 , E-Sill Plate  FIG. 38 , E-Rim Plate  FIG. 39 , E-Blocking  FIG. 12 , E-Jack or E-Cripple Studs  FIG. 42 . 
       FIG. 2 ,  FIG. 3 ,  FIG. 10 , and  FIG. 17  are used generically to represent E-Lengths throughout the invention&#39;s illustrations and detailed descriptions. Their use is not intended to limit  FIG. 2 ,  FIG. 3 ,  FIG. 10 , and  FIG. 17  to any particular shape, size, length, width or depth or height to any I or box-shape. Whereas  FIG. 2 ,  FIG. 3 ,  FIG. 10 , and  FIG. 17  are called out by their FIG. within the detail descriptions or within illustration by their respective number, the invention&#39;s scope of plurality, integration, and function dictates the referenced apparatuses, its coupling, or its mating is at the least adaptable, with very minimal effort, to a like or similar apparatus in any E-Length shape, size, length, width depth, or height. 
     E-Connectors, as a generic term are applied to invention&#39;s coupling apparatuses used to connect E-Length to E-Length or alternately referenced as inventions apparatuses required for coupling or reinforcement within inventions methods. E-Framing Methods utilize a majority of the invention&#39;s E-Connectors. As comprised of numerous namesakes and used across all Methods. E-Connectors are further defined within each of their respective Figures. 
     E-Bridging Method also generically referenced as E-Bridging or E-Bridged consists of numerous E-Bridging Connectors as further defined by  FIG. 65-74  and elsewhere. E-Bridging generically refers to inventions coupling devices that stack E-lengths or end to end to form spanning joist and truss assemblies with low initial bridging height, adjustable deflection, and labor and material economies. 
     Cross Datum Construction Method, assembly of E-Framing structures that is, in effect, E-Length to E-Connector to E-Length to E-Connector from the projects as the intended structure to be assembled datum as the starting or control point to begin assembly projecting out in all project axes relations as datum-controlled vectors the direction in which to install apparatuses to install inventions apparatuses to complete project, systematically in all three dimensions or axes. 
     E-Hips Method generically referenced as E-Hips is defined in  FIG. 97-110  as HIP roof framing connectors and assemblies that include gable, soffit, cornice, and eve forming that couple E-Lengths at oblique angles. 
     E-Truss Method, generically referenced as E-Truss is further defined in  FIG. 110-120  as roof and other truss style framing connectors intended for factory or on-site truss assembly using Cross Datum Construction Method. 
     E-Snake Charmer Method generically referenced as E-Snake is further defined in  FIG. 81-96  as radius wall forming apparatuses. E-Snake Plate, sole and upper plates for radius walls are modified E-Plates, E-Connectors, and E-Lengths. 
     E-Panel Method as generically referenced as E-Panel is further defined in  FIG. 127-136  as machined or formed sheets of numerous materials with various coupling configurations that mate with E-Length compression grooves. 
     E-Tools, as further defined in  FIG. 148  as tools to help assemble E 3 Lumber apparatuses to maintain on center discipline While  FIG. 156-157  are further defined in the manufacture or assembly of various apparatuses. 
     AND NOW REFERRING TO THE FIGURES: 
       FIG. 1  is a perspective view of many of the inventions novel apparatuses assembled to demonstrate spatial relationships and apparatus variations available to the innovative E3-Lumber Method and its apparatuses, and methods. Inventions maintain continuity of sizing throughout apparatuses do not scale throughout embodiment. In example, I-shaped elements possess nominal width and height equal to box shaped elements width or height. 
     Still referring to  FIG. 1 , illustration serves as an index as indicated. In addition,  FIG. 1 , as depicted is a highly simplified demonstration, as a cut-a-way, transparent, single-story application of the E 3 Lumber Methods and Apparatuses, herein referred to by apparatus name and parental FIG. numbers with child FIG.&#39;s in possession of first the parental FIG. number than a decimal followed by a number designating the element, apparatus, or sub assembly. 
       FIG. 2 , a perspective view, mirrored, of the invention&#39;s vertical or angled use and typical I-shaped length, E-Length. This E-Length variation is composed with open, exposed ends  4  or if one pleases, non-capped ends intended for E 3 Lumber&#39;s framing Method, herein E-Framing Method. 
     Still referring to  FIG. 2 . I-shaped lengths are comprised of 1 pre bored webbing shown as demonstrational areas for absolute positioning of the invention&#39;s unlimited peripherals. Also, the example E-Length is comprised of flange  2  on two sides of webbing, jointed for accepting webbing  3 , see  FIG. 137-142 . Flange  2  contains webbing  3  composed as  FIGS. 121-126  as secured to  2 . In addition, flanges  2  may or may not use invention&#39;s compression joinery  4 , herein compression joinery,  FIG. 4 , for E-Panel  FIG. 127-130  and  FIG. 150-151  mating.  5  indicates chase cut-outs that further demonstrate E-Lengths customizable relief shapes with computer numerically controlled, herein as CNC, milled webbing  3  or flanges  2 .  FIG. 2  E-Length demonstrates inventions primary shape and half shape of the inventions vertical, angled, or horizontal installation supporting shapes to extend foundation with framing to Z=max axis or projections occurring on X and Y axes that extend to Z max. 
       FIG. 3 . is a perspective view, mirrored apparatus, herein E-Stud or E-Stud Length or simple as E-Length. For the sake of brevity,  FIG. 3  is ideally referenced as an E-Length  FIG. 2  with exceptions noted below.  FIG. 3  is composed of internally modified flange  2  and web  3  joinery, illustrated in  FIG. 141 ,  FIG. 24-26 , and  FIG. 5  making  FIG. 3 &#39;s variation of E-Length lumber creep compatible. Also shown with  9 &#39;s variation of end cap, herein E-Cap, installed as typical flange end cap on terminating ends of E-Length.  7  demonstrates a generic web apparatus further described in  FIG. 145-149  and elsewhere. Fabricated to length E-Stud use is indifferent to state-of-the art lumber framing using studs. E-Studs also couple to concrete or steel members within its dissimilar in properties abilities. 
       FIG. 4  and respectfully  FIG. 18 . First illustrated are typical E-Lengths as cut out sections, enlarged, with two E-Length&#39;s perspective views that encompass the invention&#39;s typical machined or formed into flange  2  and  FIG. 4 . Demonstrated again in  FIG. 18 , comprised of  8  having been CNC′d into alternate E-Length, herein E 2 Post and Beam,  FIG. 2 ,  FIG. 17-18  showing compression grooves and  8 , typical for E-Lengths that accept E-Framing Method sheet and sheathing, herein E-Panels demonstrated in  FIG. 127-130  and  FIG. 150-151  while demonstrating mating or coupling and securing via hidden fastener, to form invention&#39;s Four-Tier Method composite structures. 
       FIG. 5 &#39;s perspective views of six examples in the invention&#39;s compositely machined or formed E-Framing and E-Stud Method, herein after E-Cap or E-Caps or  FIG. 5  consist of 2 flange and 3 webbing E-Caps.  FIG. 3  E-Stud,  FIG. 15 , and  FIG. 17  or any typical E-Length end capping. See  FIG. 3 ,  FIG. 146  for use examples.  9  and  10  with recessed web to flange factory installed or indifferently to invention as flush to flange webbing as  10 ,  11 , and  12  with typical single type proprietary material composite. In addition, or alternately,  9 - 12  are factory bonded to cap at both E-Length terminating ends scribed to extended beyond webbing  3  flange length as a non-E-Framing apparatus, thus allowing common to the art end fasteners and dissimilar material abutment. 
     Still referring to  FIGS. 5, 12 to 15  are equipped with flange shoulders  15 ; as example, apparatuses cut to length on site, by end user, or modification of factory supplied E-length by various degreed cut-off, causing web on any E-Length  FIG. 3  to scribe flush across flange.  14  depicts a variation for  FIG. 17  multiple webs  3 . 
       FIG. 6  illustration consists of a perspective view of the arts typical California/Western framing corner. Illustration is demonstrated with E-Framing system, method. Composed of three vertical  FIG. 2-3  E-lengths,  FIG. 29-67  is also an E-Length as sole or upper framing plate and illustratively deployed as sole plate  FIGS. 29 to 67 . Upper plate  68  not shown for clarity.  105 ,  FIG. 29 , and  FIG. 30  are herein referred to as E-Plate. Two  FIG. 7  apparatuses installed in between three E-Lengths  FIG. 2  with adjacent to view E-Length  16  supported by  FIG. 75  E-Doublet web cavity filler.  17 - 18  fasteners penetrate each web and flange and are also supported by E-Plate  6  as a sole plate. Illustration is comprised of a typical to the arts corner framing assembly that  FIG. 7  connectors  17 - 18  innovatively replaces. 
       FIG. 7  connector in the E-Framing System, Method and Apparatus is titled an E-Connector or an E-California Corner Block. Composed of material to fill typical web channel of E-Lengths and scribe flush to 2 flanges on three sides while fourth side  18  scribes flush with flush in place web filler, herein after an E-Doublet,  FIG. 75 . Common to the art fasteners affix  FIG. 7 &#39;s E-California Block to E-Length&#39;s configured to  FIG. 6  or filled E-Length configuration.  17  is variation of  FIG. 7  whereas side  18  is further elongated to meet webbing of 16 E-Length without  FIG. 75  E-Doublet installation. 
       FIG. 8  is a perspective view typical in the arts, but innovatively completed by E 3 Lumber Method a ladder truss framing corner or perpendicular wall abutment. Illustration is comprised of  FIG. 2  vertical E-Length with  FIG. 9 , herein after E-Ladder Connector, to mate with seven horizontal apparatuses of  24 , herein after E-Blocking or  FIG. 12 ,  FIG. 14 , or generically as diaphragm blocking to comprise a perpendicular wall framing projection, wall framing merger area, framing corner, or all simultaneously. In example: within vertical framing,  FIG. 9  creates a directional change of wall framing and/or perpendicular wall abutment or both. Reference  FIG. 1 ,  FIG. 8-9  for limited to illustration demonstration. 
       FIG. 9  shows two of same E-Ladder Connectors in a perspective view. As installed in  FIG. 8  and  FIG. 1, 22  illustrates cross datum construction Method as  20  web relief fully encompasses  FIG. 12  E-Blocking webbing except on  19  the top of apparatus. Thus,  FIGS. 8  and  22  apparatus must be completed in synchronized series within the Cross Datum Construction Method whereas the E-Stud System, Method, and apparatus version  23  uses  21  relieved webbing reception to shoulder similar in reception to  19 ; to further define the open chamfer and tapered relief to web shoulder allow  24  E-Blocking to pivot into permanent horizontal position with  FIG. 2  or  FIG. 3 .  24  is installed between plates. In addition, or alternately,  21  and  22  allow common fastener application to  24  webbing  3  and flange  2  while 1 and/or  FIG. 122  use common fasteners to secure  FIG. 9  to E-Blocking. 
       FIG. 10  is a perspective view of another variation of E-Lengths. This illustration depicts one example for angled or horizontal applications, herein referred to as E-Joist or  FIG. 10  or  FIG. 10-11 . For expedience sakes  FIG. 2-3  encompass composition and use with these exceptions: 1 typical to invention web bore through locations are configured for  FIG. 65-74 , herein after regarded as E-Bridging or E-Bridging Method. In addition, or alternately, E-Joist E-Lengths are designed for supporting horizontal supporting vertical forces horizontally and accommodate the plurality of the invention&#39;s E-Bridging Connectors and thus novel adjustment of static and dynamic deflection in floor, ceiling and roof framing or general force resistance in spans with low initial height with apparatus weight reduction. 
     Still referring to  FIG. 10 , the use of  FIG. 11  within  FIG. 10 &#39;s configuration is dependent to load requirements of end-use. The use of proprietary material and configurations sampled in  FIG. 137-142  answers to E-Joist coupled to E-Bridging job or design requirements, adhesives are used to couple E-Joists and attachments and otherwise fasteners are as  FIG. 154  and  FIGS. 137-142  indicate. 
       FIG. 11  is a follow-up perspective view demonstration of the invention&#39;s typical sizing and webbing enhancements and within variations of  FIG. 10 . As shown  FIG. 137-142  applications provide perspective profiles of ends of typical I-shaped E-Joists. Boxed Shaped E-Joists hereinafter shall be referred to as beams or girders or as defined by invention from other FIG. E 2 Post and Beam is the parent category for E 3 Lumber Method box shapes. 
       FIG. 12  shows perspective views of the invention&#39;s typical E-Blocking as E-lengths FIG.  12 - 12 C as an example of the invention&#39;s plurality of configuration.  FIG. 2-3  and  FIG. 17  should also be referenced with the following  FIG. 12  demonstrations: E-Blocking in vertical installations as depicted within illustrations  FIG. 1 ,  FIG. 19 ,  FIG. 31 ,  FIG. 44 ,  FIG. 56 ,  FIG. 67 ,  FIG. 79 ,  FIG. 97 ,  FIG. 98 ,  FIG. 101 ,  FIG. 103-106 ,  FIG. 110 ,  FIG. 112 , and  FIG. 145-149  whereas, E-Blocking is also placed between E-Lengths in horizontal configuration as installed and coupled per  FIG. 154 . As well, horizontal illustrations are demonstrated in  FIG. 1 ,  FIG. 8 ,  FIG. 19 ,  FIG. 42 ,  FIG. 44-46 ,  FIG. 49 ,  FIG. 52-53 ,  FIG. 56 ,  FIG. 67 ,  FIG. 82 ,  FIG. 86 , and  FIG. 145-149 . In addition or alternately, E-Blocking may be placed angular to attachment points of E-Connectors as in  FIG. 1  and as E-Blocking in  FIG. 105-107 . 
     Still referring to  FIG. 12 , illustration does not reference; but it should be noted; that E-Framing&#39;s System, Method, and E-Connectors connect E-Blocks to the other E-Lengths by  3  web and  2  flange. Optimally, this connection takes advantage of diametrically opposed fastener planes in any installation orientation. 
     Referencing  FIG. 12  again,  24  illustrates solid webbing and variable sizing of E-Blocks.  25  shows mechanical chase or relief cutouts within 3 webbing. In addition, or alternately, when relief cut E-Block is installed the horizontal chase acts or can be sized accordingly as a wall frame sheathed insulation fill point.  26  doubles chase reliefs of  25  as further demonstration of variable webbing configurations exclusive to invention and CNC webbing.  27  represents a variation of  24  in which  FIG. 5  E-Caps are on-site constrained trimmable to desired  FIG. 12  length. 
       FIG. 13  shows perspective views of the invention&#39;s non-typical E-Blocking lengths. For expediency  FIG. 13  is comprised of  FIG. 12 . Also note  FIG. 13  illustrations demonstrate E 3 Lumber&#39;s Method plurality of configurations. 
     Furthermore,  28  serves as example of additional plurality demonstrated within the E-Snake Charmer Method. See  FIG. 86  E-Snake-Blocking plan view as horizontal E-Blocking within radius wall framing.  29  demonstrates wire chase modification in contrast to  30 .  31  demonstrates required miter cut-lines angled end cut to length and  32  demonstrates a required radius cut to width or depth for  FIG. 86  E-Snake Blocking configuration and E-Snake Charmer Method compatibility. 
       FIG. 14  are perspective views of the invention&#39;s Jack and Cripple Studs. For the sake of expeditious literature,  FIG. 14  is comprised of  FIG. 2-3  E-Lengths and  FIG. 12  E-Blocks while typically secured or coupled to E-Length formed sills  FIG. 29-30 ,  FIG. 37-38 , and  FIG. 41-43 . 
     Furthermore,  FIG. 14  illustrates two perspective views as examples of E-Jack and Cripple Studs as additional or alternate E-Length variations.  33  demonstrates a jack or cripple stud cut from an E-Stud as in  FIG. 3 , thus shortening any E-Length while forming rough openings in wall framing or anywhere a shorter E-Length is required; hence, illustration is also demonstrating versatility.  34  further demonstrates E-Jack or Cripple Stud as a factory cut to length E-Length for use in E-Framing Method  FIG. 1  to  FIG. 156  with almost zero on-site construction waste. E-Jack and Cripple Studs are examples of less waste options and versatility of invention and not meant to limit either. 
       FIG. 15  shows perspective views of four examples of the invention&#39;s smaller E-Lengths, herein after E-Mini Framing Lengths or  FIG. 15-16 . For the sake of expeditious literature,  FIG. 15  is comprised of  FIG. 2-3  E-Length&#39;s and  FIG. 12  E-Blocks. However, the illustrated  FIG. 15  E-Mini Framing Lengths demonstrate scale-ability of the invention&#39;s sizing for the sake of framing in lesser gauge or scale than typical.  35  and  36  demonstrate similar configurations in differing size. 
       FIG. 16  is an extension of  FIG. 15 . These profile views provide two examples of the invention&#39;s E-Mini Length cross sections showing typical to the invention&#39;s joinery  37  and  38  in lesser sizing. In addition, or alternately, the views further demonstrate variation of proprietary material configurations the invention uses to compensate for scaling of apparatuses to requirements. 
       FIG. 17  is a plurality of perspective views of the invention&#39;s E 2 Post and Beam E-Lengths in typical configurations. For expediency,  FIG. 17  is comprised of  FIG. 2-3 ,  FIG. 12-14 , and  FIG. 10-11  compositions and uses. The illustration specifically demonstrates the invention&#39;s examples of designed or required force resistance into elongated width or depth flanges  2  and featured in  FIG. 18  for breakdown to accommodate for multiple or additional  3  web placements. However, the illustration is not to impose similar composition or sizing of each web within said flange nor similar composition or sizing in flange size or shape. Apparatuses serve the invention&#39;s methods for posts or spans that require higher load ratings than conventional or typical E-Lengths. In example: high rise or skyscrapers built out of renewable resources. 
       FIG. 18  is a perspective view, enlargement, and composition extension of  FIG. 17  and  FIG. 4  being expeditious.  FIG. 18  single E 2 Post and Beam illustration demonstrates the invention&#39;s  8  compression joint on a typical E 2 Post and Beam Length  FIG. 4  non-enhanced webs or flanges. Purpose of illustration is to further define relational independence of  FIG. 17  shapes to invention&#39;s typical shapes and corresponding variations or modifications to the invention&#39;s apparatuses. 
       FIG. 19  is an example of invention&#39;s variations depicted in profile and segmented view of an elongated  FIG. 3  E-Stud configured for multiple stories within a zero-waste balloon style framing application. Illustration demonstrates localized configuration of E-Stud specific to preplanned construction of building and thus a preplanned manufacturing specification.  39  depicts lumber upper and lower plates with  FIG. 29-30  representing alternate E-Framing&#39;s, E-Length E-Plate.  40  represents E-Framing gang box, face, or E-Connector mounted for E-Panel accommodation.  5  is an alternate web chase.  FIG. 45  represented as E-Blocking connectors and  FIG. 50  E-Continuous Header Connector to support floor and rafter/roof joist and or truss as an alternate to the depicted  41  elongated E-Stud having an on-site or factory applied joist notch for second flooring supporting joist or truss.  42  models a factory relief for plumbing as variation to typical web chase reliefs.  42  and  43  illustrate translucently a typical placement for chase relief area in webbing. 
       FIG. 20  is a perspective view of one of the invention&#39;s Finish-Out methods. Comprised of  FIG. 2-3  E-Length encapsulated by typical sheet material jointed to conform to web channels. As depicted,  FIG. 2 -E-shape is concealed or finished-out on three sides, thus showing the invention&#39;s integration with sheet materials and utilitarian nature of invention for a building or structure finish work. Note: This is not described as part of invention. It serves to demonstrate integration with the art as compared and in contrast to E-Framing Method that uses  FIG. 21 ,  FIG. 127-136 , and  FIG. 150-151  E-Panels. 
       FIG. 21  references  FIG. 20  for expedience. Illustration is an enlarged perspective view of the invention&#39;s I-shaped E-Length using one of the invention&#39;s  FIG. 4  compression grooves to hold sheet panels as facia or reinforcement on four sides and as another alternate example  44  depicting  FIG. 127-136  and  FIG. 150-151  E-Panel compression grooves. This illustration depicts additional integration and adaptability for finish-out with hidden fasteners, in addition or alternately depicts usefulness of  8 &#39;s compression grooves and  44  as secondary joinery for coupling  FIG. 4  E-Length flanges with sheet or board joinery to form facia, reinforcement or concealment of inventions typical shape and fasteners. 
       FIG. 22  is an extension to  FIG. 20-21 . Depicted as a perspective view of the invention&#39;s  FIG. 17 ,  FIG. 18 ,  FIG. 60-62  E 2 Post and Beam, herein after referred to as a E 2 Post or E 2 Beam as orientated in illustration. Comprised of an E 2 Post, vertical or up right, decoratively encapsulated on four sides of length by sheet or board jointed to E-Length using  FIG. 21 . Also demonstrated is an E 2 Beam, horizontally coupled to said E 2 Post, decoratively encapsulated on three sides of length by sheet or board jointed to E-Length using  FIG. 20 . In addition, or alternately,  FIG. 22  demonstrates a cut-away view of an E 2 Post decoratively encapsulated on four sides not using joinery. 
       FIG. 23  is a further extension to  FIG. 20-22  scope. Illustrated in a perspective view,  FIG. 2-3  E-Lengths with  FIG. 4  compression grooves on four sides. Depicting a typical drywall or gypsum sheet enclosing E-Lengths on three sides with typical to the art exposed and randomly placed sheet fasteners  45 .  FIG. 23  represents the invention&#39;s more common to the art compatibility with state-of-the-art panels. 
       FIG. 24  is an enlarged perspective view of  9 . As depicted, one of the invention&#39;s composite reinforced  FIG. 5  E-Caps. For expedience in reference,  FIG. 24  is placed in proximity to  FIG. 25-27 . 
     Referring to  FIG. 24, 46  depicts machined or formed web channel within 2 flanges whose material accepts termination of web from E-Lengths. Depicted variation is factory installed by adhesive bonding to flanges in area  2  to webbing  3  into web channel  46  and may or may not receive common fasteners to further enhance bonding. In addition, or alternately, E-Cap is composed of  FIG. 137-142 . Specific to this illustration, proprietary material reinforcement and primary materials are in coherent bonds that could also include the invention&#39;s specific combinations of  FIG. 141  joinery. 
       FIG. 25  is a perspective view and further example of variable sizing of both  FIG. 2-3 ,  FIG. 10 ,  FIG. 5 , and  FIG. 24 . As depicted,  FIG. 2  E-Lengths with recessed to flange  2  and E-Length webbing  3  for applied E-Caps; demonstrated E-Cap&#39;s scribe flush to 2 flanges lengths. These perspective views of variable sizing of the invention&#39;s typical 47 to 49 E-Caps adhere to  FIG. 2-3  and  FIG. 10  E-Lengths as E-Stud with  346 - 348  enhanced web or  FIG. 349-350  non-enhanced web versions.  FIG. 25  further demonstrates  FIG. 24  as a non-enhanced E-Length webbing E-Cap whereas 47-51 are typical to the invention&#39;s sizing variations. 
       FIG. 26 . For expedience and details, refer to  FIG. 24-25  with exception below. Illustration depicts invention&#39;s end user addable E-Caps. Designed to reinforce a cut flush webbing  3  and flange  2  E-Length see  FIG. 2-3  when required to cut on-site or in-field as a modification of length and or abutment of an E-Length to dissimilar properties. Illustrated E-Length&#39;s demonstrates enhanced webbing  59 - 61  and matching versions of E-Caps enhanced webbing end caps  54 - 56  while 52-53 are none enhanced webbing  3  versions as shown in  57 - 58 . 
     Still referring to  FIG. 26  as an example: abutment of E-Length to concrete, whereas affixing an end fastener through E-Length&#39;s end E-Cap is required to couple E-Length to concrete surface. 
       FIG. 27  perspective views show extensions of  FIGS. 24-26  and further example of variable sizing and shapes of  FIG. 2-3 ,  FIG. 10 ,  FIG. 5 , and  FIG. 24 . As depicted,  62  is comprised of  FIG. 17-18  E 2 Post and Beam and  63  is comprised of a variation of E-Cap  FIG. 5  for end capping to tolerance the three webs  3  with channels  6  of  FIG. 17-18 &#39;s E 2 Post and Beam configuration. This illustration is meant to reinforce the plurality of sizing and shape configurations of invention. 
       FIG. 28  is a perspective view for expedience and is an extension of  FIG. 24-27  E-Caps. Depicted is another of the inventions E-Caps, herein after E-Framing or E-Stud Method E-Strut End Cap. It accepts and couples in the form depicted, shaped E-Length webbing  3  and flange  2  for use as a strut. Apparatus accepts angled reception and coupling to perpendicular or offset angled E-Lengths. As example or typical use is as either temporary or permanent support in hip-assembled roofs from rafter joists or chord to ceiling joists or beams to act as wind bracing, strut, or otherwise. Additionally, or alternately, typical variations include friction fit, adhesive placed, or fastener-based coupling. See  FIG. 56  for further demonstration. 
       FIG. 29  is a perspective view and example of the invention&#39;s coupled to bottom ends of E-Framing method E-Length as typical or standard non-reinforced variety E-Plate. E-Plate illustration and example of use is demonstrating one shape, sizing webbing grooves  64 , flange shoulders  65 , and diametrically opposed fastener planes. Further examples of proprietary materials and configurations are demonstrated in  FIG. 137-142  and variable coupling sizing and shape  66  as demonstrated web reception sizing for either  FIG. 17-18  E 2 Post,  FIG. 6  western corner,  FIG. 8  ladder truss corner, or typical E-Length  FIG. 2 . 
     Still referring to  FIG. 29  E-Plate, controls on-center intervals, fastener alignments, and forces strict placement of E-Lengths to couple with the invention&#39;s variable apparatus configurations.  FIG. 29  also demonstrates novel integrated use as being read from the left or right in use. Further demonstrates invention&#39;s novel integration in usability as installed as  67  bottom or  68  top of wall frame sole or top plate use or the same as listed for windowsill upper or lower installations while maintaining on-centers. Invention&#39;s apparatus provides lateral, angular and or sheathing reinforcement while variations of depicted can adjust moment, as static and dynamic forces act within E-Framing Method framed wall assemblies. E-Plate is also E-Framing&#39;s horizontal interface with foundations or supports. See  FIG. 1  for example of couplings to various foundation and support assemblies. 
       FIG. 30  is shown in expedience to  FIG. 29  as explanation of apparatus and its use.  67  is demonstrated with E-Length couplings  64 .  68  demonstrates translucently E-Plate upside down as positioned for upper plate installation. Upper and lower sill forming is opposite upper and lower plate orientation to accommodate jack studs on-center. 
     Still referring to  FIG. 30 .  69  demonstrates E-Stud methods E-Stud Plate as a variation of E-Length with E-Doublets  FIG. 75, 132  in place and joinery opening  70  made by webbing not scribed to end of flanges  2  and positively scribed to flanges  2  opposite end. Also Shown is E-Cap  FIG. 24  situated on E-Stud  FIG. 3  to demonstrate one method of coupling with fasteners, toenail method; fasteners through E-Stud E-Plate into E-Cap  24  is preferred method. 
       FIG. 31  provides perspective views of the invention&#39;s more advanced upper wall framing assembly within the invention&#39;s E-Framing Method.  71  herein after, E-Continuous Header, is an example of one variation of the E-Framing Method with additional examples of continuous header in  FIG. 1 ,  FIG. 52 ,  FIG. 79 ,  FIG. 82 ,  FIG. 97-98 ,  FIG. 103 ,  FIG. 110 ,  FIG. 129 ,  FIG. 145 ,  FIG. 148 , and  FIG. 154 . Also depicted is a top perspective view of  FIG. 50  E-Double Header Connector performing a coupling of  FIG. 12  to  FIG. 14  E-Blocks to  FIG. 2 , vertical installed E-Lengths. Illustration is also comprised of variations of  94  to  73 , herein after E-Continuous Header Top Plates,  94  as  72 - 73 . E-Continuous Header Plates are engineered for lateral or horizontal stability for  71  deployments via girth and supplemental  75  counter sinking extension of plate matting into continuous header gaps created by spaced  FIG. 12  to  FIG. 14  E-Blocks or horizontal E-Blocks. In addition, or alternately demonstrated as  73  is variable geometry insulation fill port or chase. Also, or alternately depicted to the assembly is  74  as end-to-end gapping between  72  to  73  to accommodate alternate E-Connectors other than depicted, E-lengths, or otherwise variable to invention lengths. In example, but not limiting scope of invention,  FIG. 97  herein after E-Hips Double Header to Rafter Connector or  FIG. 97  installed opposed to depicted  71  gapped assembly. 
       FIG. 32  perspective views of three E-Framing Method apparatus, herein after E-Angle Plates or  FIG. 32  to  FIG. 34 . For expedience sakes  FIG. 32  to  FIG. 34  are related in use. 
     Still referring to  FIG. 32  E-Angle Plate adjoins or couples per  FIG. 34  and demonstrated by  FIG. 1  using  FIG. 29  to  FIG. 30  E-Plates.  FIG. 34  demonstrates apparatuses variable angles opposed to straight E-Plate in order to form both upper and lower framing E-Plate directional changes using a modified by E-Angle Plate  FIG. 6  California or Western style Corner.  75  is a 22.5-degree E-Angle Plate.  76  is a 45-degree E-Angle Plate.  77  is a 67.5-degree E-Angle Plate. 
       FIG. 33  provides perspective views of three 3 of the invention&#39;s E-Framing Method, herein after E-Angle Plates or E-Ladder Truss Angle Plates  78 - 80 . As a variation of  FIG. 32  the exception allows a ladder truss style corner as depicted in  FIG. 8  at angles depicted in  FIG. 34 . 
       FIG. 34  shows two plan views providing examples of  FIG. 32  to  FIG. 33 . E-Common Angle Plates  75 ,  77  are used to form common E-Plate connections while incorporating  FIG. 33  and  FIG. 8 &#39;s California or Western style wall framing corner  79 .  FIG. 8  Ladder Truss Corner and California/Western corner is not demonstrated for expedience. See  FIG. 6  and  FIG. 8  for examples of a simplified ladder truss. 
       FIG. 35  demonstrates the placement and integrated placement of concealed fastener for E 2 Post and Beam. Illustrated,  FIG. 35  is an E-Framing or E-Stud Method E-Cap variation  FIG. 24  to  FIG. 28 . The depicted composite end cap attachment is presented with through bolts  81  as a bolted variation and  82  as a common fastener variation. Apparatus variation in size, shape, and horizontal or vertical coupling to surfaces is expressly implied as an E-Framing Method, E-Connector, apparatus herein after referred to as E-Bearing Plate or  FIG. 35  is designed to accept web in  64  and flange  15  flange shoulder relief areas to secure or affix  FIG. 17  to any surface via  35 . A hidden bolted attachment as optional.  35 B indicates bored for inventions  FIG. 121  to  FIG. 126  E-Framing Method, herein referred to as E-Clamp-to-Center Tie or  FIG. 121  to  FIG. 126 . 
       FIG. 36  perspective view. For expedience  FIG. 36  is part of the invention&#39;s E-Framing Method E-Connectors, herein referred to as E-Bearing Extended Double Plate Tie or  FIG. 36 . The depicted variation uses  81  bolted through hold down in a spread two-bolt,  FIG. 17  and  FIG. 18 &#39;s E 2 Beam straddling configuration. Shown securing a E 2 Beam by protrusion of flanges then using compression of the E-Lengths flanges to  83  lifted beds configurations via  84  shortened block pedestals and  85  clamping friction plate. 
       FIG. 37  is a perspective view of four 4 variations of the invention&#39;s E-Framing or E-Stud Method, E-Lengths, herein after referred to as E-Sill Plate or E-Sill Plate Fillers. For expedience E-Sill Plate fillers are not shown to length and are variations of  FIG. 31 , modified and used for differing E-Framing placements. E-Sill Plate reinforce, when required or desired, horizontal, or vertical E-Lengths or E-Blocking to form, fill out, or extend E-Framing rough openings. Specifically, span or form window and door rough openings.  86  is typical configuration of flush to outer  FIG. 2  E-Length width and scribed positive to  2  web channels with its high-density fiberboard, herein referred to as HDF, top completing a smooth sill flush from flange-to-flange width. Also demonstrated in a horizontal placement to fill out I-shaped E-Length.  86  demonstrates flat scribed positive to  2  and  75  web channel filling extension with  87 .  88  shows variation of reinforced vertical  FIG. 137  to  FIG. 142 .  89  is typical shape. 
       FIG. 38  is a perspective view of three E-Sill Plate Spacers, E-Lengths. Variation of  FIG. 37  without  31 E web channel filler for  FIG. 37  or other E-Framing E-Lengths, Plates, fillers or spacers. Alternately,  FIG. 38  may be used solely in replacement of above. Composed of proprietary materials and configurations  FIG. 137  to  FIGS. 142 .  91  to  93  are the invention&#39;s Tier 1 composites in thinnest to thickest format used within E 3 Lumber Method. Factory cut to E-Length widths or depth for ease of installation. These E-Lengths are shims and not required by invention&#39;s Methods. They can be required for E-Framing modification, typically on site, for adjusting E-Framing on-the fly to accommodate undersized not holding to E-Framings on-center discipline peripherals like doors, windows, mechanicals, ducting and etc. 
       FIG. 39  perspective view and example of E-Framing is a machined-to-fit, on-site adjustable, and highly variable in shape E-Connector, herein after referred to as E-Rim Plate. E-Rim Plate provides E-Framing&#39;s E-Lengths secure couplings diametrically opposed fastener planes when installed perpendicular to E-Lengths on outer or inner wall areas while providing sheathing from E-Plate to E-Joists and other E-Lengths on wall or top of wall assemblies. 
     Still referring to  FIG. 39  depicts  FIG. 2 ,  FIG. 3 , and  FIG. 10  E-Lengths,  FIG. 29  to  FIG. 30  E-Plate spaced from  FIG. 39  via flush inside face  98  or overlapping top  99 . An optional relief shoulder  97  for under mounted E-Length support.  95  and  97  demonstrates inventions machined or formed to  FIG. 2  E-Length shape.  100  demonstrates typical floor sheet material that can be configured as  FIG. 127  to  FIG. 136  and  FIG. 150  and  FIG. 151  as E-Panels. 
       FIG. 40  is a perspective view of the invention&#39;s variations of E-Framing or E-Stud Method, E-Length, herein after referred to as E-Ledger Board. Illustration demonstrates invention&#39;s usefulness by not using third party apparatuses like the art&#39;s typical joist hangers. Also demonstrates on-center discipline, machined, or formed to plurality of E-Length shapes, relief shoulder  97 , reinforcement  101  using proprietary materials, and configurations  FIG. 137  to  FIG. 142  of invention and formed to  FIG. 2  E-Length shape  95 . Use is to attach to face framing or wall, as illustrated, to provide abutment of E-Length, and act as integral support or beam while providing diametrically opposed fastener planes.  FIG. 10  E-Joists or any E-Length configuration is  97  supported by permanent adhesive bonding flange and web with through fasteners to  FIG. 39 . 
       FIG. 41  is a perspective view of one of E-Framing or E-Stud Method E-Connector apparatus herein after referred to as E-Jack or Cripple Connector Plates for Flush Block or  FIG. 41 . Used during the framing of window or door rough openings or forming rough openings in framing  102  with pre-cut to length  FIG. 12 . It also forms flush to E-Length  FIG. 14  termination end of flanges and web in upper or lower sills. See  FIG. 42  for demonstration of upper sill. 
       FIG. 42  is a perspective view and demonstration of one of E-Framing or E-Stud Method E-Connectors herein after referred to as E-Jack or Cripple Stud Flush Blocking Connector. As illustrated,  FIG. 42  is comprised of two horizontally installed E-Lengths  FIG. 12  end coupled to  FIG. 42  and then a  FIG. 14  Jack Stud. Completed in repetition, grouping forms an upper or lower sill.  FIG. 42  used in pairs for intermediate coupling or singularly for start or end of sill. 
       FIG. 43  shows a perspective view of the invention&#39;s E-Framing or E-Stud Method E-Connector herein E-Jack or Cripple Plate. Used to start or finish  103  or continue  104  window or door horizontal rough openings from the top of upper sill or bottom of lower sill as comprised of a single horizontal E-Length with ends coupled to  FIG. 42  and starting or finishing at vertically installed E-Length, E-King or other stud assembly on each side of rough opening. E-Jack Cripple Plates reinforce single horizontal E-Length sill by providing on-center discipline for cripple or jack stud placement, further reinforcing horizontal sill. See  FIG. 1  or  FIG. 43  for installation example. 
     Still referring to  FIG. 43  shows one option to form horizontal sills from invention&#39;s inventory. See  FIG. 1 ,  FIG. 8 ,  FIG. 29  to  FIG. 31 ,  FIG. 52 ,  FIG. 62 ,  FIG. 79 ,  FIG. 82 ,  FIG. 103  to  FIG. 104 ,  FIG. 106 , and others for the plurality and examples of inventions useful innovations. 
       FIG. 44  provides a perspective view of one variation of E 3 Lumber Method insulation or chase cover herein after referred to as E-Port Cover. Demonstrated on a  FIG. 12  to  FIG. 13  E-Blocking variation, the E-Port Cover is composed of modified scrap as a result of CNC relief cutting of webbing chases and attached flat to  FIG. 12  to  FIG. 14  webbing with adhesive of fasteners, covers insulation fill ports. Example of E-Framing Method zero waste. 
       FIG. 45  shows three perspective views and examples of the invention&#39;s plurality or types of E 3 Lumber Method E-Connectors herein after E-Blocking Connector/Web Stiffener Connector.  FIG. 45  connector couples to adjacent E-Lengths webbing with through fasteners or 1 bore and E-Clamp-to-Center Tie  FIG. 121  to  FIG. 126  to additional connector, mirrored connector, or web filling optional on opposite side of webbing. Flanges may or may not be coupled to connector  FIG. 45 . All couplings invoke diametrically opposed fasteners for the coupled E-Blocking  FIG. 12  to  FIG. 13  or E-Length terminating end. Placed strategically along E-Length to form diaphragm style blocks from E-Length to E-Length. Diaphragm blocking and connector can also form assemblies like; but not limited to; coffers, sills, and headers between E-Lengths. 
     Still referring to  FIG. 45  depicts a single horizontal flush flange to web E-length webbing reception  64  that encloses or receives both sides of horizontally coupled E-Length webbing for adhesive and diametrically opposed fastener bonding through and to web and E-Length flanges. Connectors intended coupling is mid-length. However, connector may be coupled anywhere along the E-Length&#39;s length. All variations illustrated of  FIG. 45  perform similar functions within the E-Framing Method. 
       FIG. 46  shows three perspective views and examples of the invention&#39;s plurality or types of E 3 Lumber Method E-Connectors herein after E-Long Blocking Connector.  FIG. 46  Connector couples to adjacent E-Lengths webbing with through fasteners or 1 bore and E-Clamp-to-Center Tie  FIG. 121  to  FIG. 126  to additional connector, mirrored connector, or web filling optional on opposite side of webbing. Flanges may or may not be coupled to connector  FIG. 46 . All couplings invoke diametrically opposed fasteners for the coupled E-Blocking  FIG. 12  to  FIG. 13  or E-Length terminating end. Placed strategically along E-Length to form diaphragm style blocks from E-Length to E-Length. Diaphragm blocking and connector can also form assemblies like; but not limited to; coffers, sills, and headers between E-Lengths. 
     Still referring to  FIG. 46 , the illustration depicts a single horizontal, flush flange to web E-length webbing reception  19  that shoulders or receives horizontally coupled E-Length webbing for adhesive and diametrically opposed fastener bonding through and to web and E-Length flanges. Connector depicted intended coupling is terminating end of E-Length to provide E-Blocking Flange installation flush to E-Length termination. However, connector may be coupled anywhere along the E-Length&#39;s length. All variations illustrated of  FIG. 46  perform similar functions within the E-Stud Method. 
       FIG. 47  shows three perspective views and examples of the invention&#39;s pluralities or types of E 3 Lumber E-Connectors herein after E-Double Block Connector.  FIG. 47  connector couples to adjacent E-Lengths webbing with through fasteners or 1 bore and E-Clamp-to-Center Tie  FIG. 121  to  FIG. 126  to additional connector, mirrored connector, or web filling optional on opposite side of webbing. Flanges may or may not be coupled to connector  FIG. 47 . All couplings invoke diametrically opposed fasteners for the coupled E-Blocking  FIG. 12  to  FIG. 13  or other E-Length terminating end. Placed strategically along E-Length to form diaphragm style blocks from E-Length to E-Length. Diaphragm blocking and connector can also form assemblies like; but not limited to; coffers, sills, and headers between E-Lengths. 
     Still referring to  FIG. 47  depicts a double vertical, flush flange to web E-length webbing reception  19  that shoulders or receives vertically coupled E-Length webbing for adhesive and diametrically opposed fastener bonding through and to web and E-Length flanges. Connector depicted intended coupling is terminating end of E-Length to provide E-Blocking flanges installation flush to E-Length termination. However, connector may be coupled anywhere along the E-Length&#39;s length. All variations illustrated of  FIG. 47  perform similar functions within the E-Framing Method. In addition, or alternately,  FIG. 47  accepts or couples with E 2 Post and Beam E-Lengths as part of inventions novel sizing continuity. 
       FIG. 48  illustrates three 3 perspective views and examples of the invention&#39;s pluralities or types of E3-Lumber E-Connectors, herein after E-Triple Block Connector, Connector, or  FIG. 48 .  FIG. 48  Connector couples to adjacent E-Lengths webbing with through fasteners or 1 bore and E-Clamp-to-Center Tie  FIG. 121  to  FIG. 126  to additional connector, mirrored connector, or web filling optional on opposite side of webbing. Flanges may or may not be coupled to connector  48 . All couplings invoke diametrically opposed fasteners for the coupled E-Blocking  FIG. 12  to  FIG. 13  or other E-Length terminating end. Placed strategically along E-Length to form diaphragm style blocks from E-Length to E-Length. Diaphragm blocking and connector can also form assemblies like but not limited to, coffers, sills, and headers between E-Lengths. 
     Still referring to  FIG. 48  the illustration depicts a triple vertical, flush flange to web E-length webbing reception  19  that shoulders or receives vertically coupled E-Length webbing and  FIG. 29A  that fully encompasses webbing for adhesive and diametrically opposed fastener bonding through and to web and E-Length flanges. Connector depicted intended coupling is terminating end of E-Length to provide E-Blocking flanges installation flush to E-Length termination; however, connector may be coupled anywhere along the E-Length&#39;s length. All variations illustrated of  FIG. 48  perform similar functions within the E-Framing Method. In addition, or alternately,  FIG. 48  accepts or couples with E 2 Post and Beam E-Lengths as part of inventions novel sizing continuity. 
       FIG. 49  shows three perspective views and examples of the invention&#39;s pluralities or types of E 3 Lumber E-Connectors titled E-Single Header Connector.  FIG. 49  Connector couples to adjacent E-Lengths webbing with through fasteners or 1 bore and E-Clamp-to-Center Tie  FIG. 121  to  FIG. 126  to additional connector, mirrored connector, or web filling optional on opposite side of webbing. Flanges may or may not be coupled to connector  FIG. 49 . All couplings invoke diametrically opposed fasteners for the coupled E-Blocking  FIG. 12  to  FIG. 13  or E-Length terminating end. Placed strategically along E-Length to form diaphragm style blocks from E-Length to E-Length. Diaphragm blocking and connector can also form assemblies like; but not limited to; coffers, sills, and headers between E-Lengths. 
     Still referring to  FIG. 49  depicts a single horizontal flush flange to web E-length webbing reception  FIG. 29A  that encloses or receives both sides of horizontally coupled E-Length webbing for adhesive and diametrically opposed fastener bonding through and to web and E-Length flanges. Connectors intended coupling is mid-length. However, connector may be coupled anywhere along the E-Length&#39;s length. All variations illustrated of  FIG. 49  perform similar functions within the E-Framing Method. 
       FIG. 50  show three perspective views and examples of the invention&#39;s pluralities or types of E 3 Lumber E-Connectors titled E-Double Header/Truss Connector.  FIG. 50  connector couples to adjacent E-Lengths webbing with through fasteners or 1 bore and E-Clamp-to-Center Tie  FIG. 121  to  FIG. 126  to additional connector, mirrored connector, or web filling optional on opposite side of webbing. Flanges may or may not be coupled to connector  FIG. 50 . All couplings invoke diametrically opposed fasteners for the coupled E-Blocking  FIG. 12  to  FIG. 13  or other E-Length terminating end. Placed strategically along E-Length to form diaphragm style blocks from E-Length to E-Length. Diaphragm blocking and connector form assemblies like; but not limited to; coffers, sills, and headers between E-Lengths. 
     Still referring to  FIG. 50  depicts a double vertical, flush flange to web filling E-length reception  95 .  95  is CNC′d or formed for E-Length profile reception and supports E-Length by flanges with shoulders and receives vertically shouldered and coupled E-Length webbing for adhesive and diametrically opposed fastener bonding through and to web and E-Length flanges. Connector depicted intended coupling is terminating end of E-Length to provide E-Blocking flanges installation flush to E-Length termination. However, connector may be coupled anywhere along the E-Length&#39;s length. All variations illustrated of  FIG. 50  perform similar functions within the E-Framing Method. 
       FIG. 51  shows three perspective views and examples of the invention&#39;s pluralities or types of E 3 Lumber E-Connectors titled E-Triple Header/Truss Connector.  FIG. 51  connector couples to adjacent E-Lengths webbing with through fasteners or 1 bore and E-Clamp-to-Center Tie  FIG. 121  to  FIG. 126  to additional connector, mirrored connector, or web filling optional on opposite side of webbing. Flanges may or may not be coupled to connector  FIG. 51 . All couplings invoke diametrically opposed fasteners for the coupled E-Blocking  FIG. 12  to  FIG. 13  or other E-Length terminating end. Placed strategically along E-Length to form diaphragm style blocks from E-Length to E-Length. Diaphragm blocking and connector form assemblies like; but not limited to; coffers, sills, and headers between E-Lengths. 
     Still referring to  FIG. 51 , the illustration depicts a triple vertical, flush flange to web filling E-length reception  95 .  95  is CNC′d or formed for E-Length profile reception and supports E-Length by flanges with shoulders and receives vertically shouldered and coupled E-Length webbing for adhesive and diametrically opposed fastener bonding through and to web and E-Length flanges. Connector depicted intended coupling is terminating end of E-Length to provide E-Blocking flanges installation flush to E-Length termination; however, connector may be coupled anywhere along the E-Length&#39;s length. All variations illustrated of  FIG. 51  perform similar functions within the E-Framing Method. 
       FIG. 52  shows three perspective views, demonstration, and examples of the invention&#39;s pluralities or types of E 3 Lumber E-Connectors titled E-Single Header/Truss Connector.  FIG. 52  connector couples to adjacent E-Lengths webbing with through fasteners or 1 bore and E-Clamp-to-Center Tie  FIG. 121  to  FIG. 126  to additional connector, mirrored connector, or web filling optional on opposite side of webbing. Flanges may or may not be coupled to connector  52 . All couplings invoke diametrically opposed fasteners for the coupled E-Blocking  FIG. 12  to  FIG. 13  or other E-Length terminating end. Placed strategically along E-Length to form diaphragm style blocks from E-Length to E-Length. Diaphragm blocking and connector form assemblies like; but not limited to; coffers, sills, and headers between E-Lengths. 
     Still referring to  FIG. 52  depicts  106  as  FIG. 29 ,  FIG. 30, and 105  as relief cut E-Plate  FIG. 29-30  with insulation fill port  107  atop  FIG. 12  to  FIG. 13 , as a single horizontal, flush flange to web filling E-length  108  with reception on  FIGS. 52 and 64 .  64  is CNC′d or formed for E-Length profile reception and supports E-Length by flanges with shoulders and receives horizontally shouldered and coupled E-Length webbing for adhesive and diametrically opposed fastener bonding through and to web and E-Length flanges. Connector depicted  FIG. 52  shows variation of fasteners and intended coupling is terminating end of E-Length to provide E-Blocking flanges installation flush to E-Length termination with location of  64 . However, connector may be coupled anywhere along the E-Length&#39;s length. All variations illustrated of  FIG. 52  perform similar functions within the E-Framing Method. 
       FIG. 53  features three perspective views and examples of the invention&#39;s pluralities or types of E 3 Lumber E-Connectors titled E-Double Header/Truss Connector.  FIG. 53  connector couples to adjacent E-Lengths webbing with through fasteners or 1 bore and E-Clamp-to-Center Tie  FIG. 121  to  FIG. 126  to additional connector, mirrored connector, or web filling optional on opposite side of webbing. Flanges may or may not be coupled to connector  FIG. 53 . All couplings invoke diametrically opposed fasteners for the coupled E-Blocking  FIG. 12 ,  FIG. 13  or other E-Length terminating end. Placed strategically along E-Length to form diaphragm style blocks from E-Length to E-Length. Diaphragm blocking and connector form assemblies like; but not limited to; coffers, sills, and headers between E-Lengths. 
     Still referring to  FIG. 53  illustration depicts a double horizontal, flush flange to web filling E-length reception  19 .  19  is CNC′d or formed for E-Length profile reception and supports E-Length with shoulders to receive and couple E-Length webbing for adhesive and diametrically opposed fastener bonding through and to web and E-Length flanges. Connector depicted intended coupling is terminating end of E-Length to provide E-Blocking flanges installation flush to E-Length termination. However, connector may be coupled anywhere along the E-Length&#39;s length. All variations illustrated of  FIG. 53  perform similar functions within the E-Framing Method. 
       FIG. 54  shows a demonstration in perspective view of one the E-Framing Method E-Hips Connectors titled E-Hips Gable Blocking Connector used to form gable or cantilever projections from framing. It allows the use of mitered or plumb cut E-Blocking lengths or  FIG. 143  coffered E-Lengths to form assemblies projecting at an angle from main run of framing or to assist in forming cantilevers, eves, gables, or other projections.  FIG. 54  is angled cut to maintain plumb E-Length installations with mitered E-Blocks or E-Lengths and flush coupling to  FIG. 55  as reinforcement of  FIG. 54-55  mating. 
       FIG. 55  shows a perspective view of two apparatuses of the E-Framing Method E-Hips Connectors titled E-Hips Cantilever Connector used to form gable or cantilever projections from framing. It allows the use of E-Blocking lengths or  FIG. 143  coffered E-Lengths to form assemblies projecting from main line framing or to assist in forming cantilevers, eves, or other projections.  FIG. 55  is cut square to maintain plumb E-Length installations with mitered E-Blocks or E-Lengths and flush coupling to  FIG. 54  as reinforcement of  FIG. 54  and  FIG. 55  mating. 
       FIG. 56  demonstrates a perspective view of the E-Framing Method E-Hip E-Connector titled E-Anti-Slip Block.  FIG. 56  is demonstrated with  FIG. 28  E-Strut End Cap in a typical installation. As depicted, ceiling joist  FIG. 10  is coupled with three  FIG. 57  variations to resist rotation or slip of parallel but rotated 0-90-degrees to counteract force  FIG. 2  installation may apply; force is transferred by  FIG. 28  in any or all planes.  FIG. 57  apparatuses may be used as stand-alone braces or as demonstrated  108 . See  FIG. 57  for variation of E-Anti-Slip Block. 
       FIG. 57  is a perspective view of  FIG. 56  and variable sizing illustration.  FIG. 57  attaches to perpendicular to E-Length webbing and flanges allowing E-Length to E-Length 90-degree abutment of flanges. Assembly in  FIG. 56  is used to form and reinforce roof ridges, valleys, beams, majors, minors, and anti-slips for hip style roof framing. 
       FIG. 58  is a perspective view of one of the E-Framing Method E-Connectors titled E-Ledger Connector.  FIG. 58  apportions the securing perpendicular placed E-lengths or Joist  FIG. 10  and or stacked to each other. Permits E-Length  FIG. 10  with or without  FIG. 75  to form a ledger  109  and secure by terminating end to perpendicular E-Joist  FIG. 10 . 
       FIG. 59  is a perspective view of one of the E-Framing Method E-Connectors titled E-Foundation Bolted Connector Single.  FIG. 59  depicts variation uses a single bolted hold down  81 . As illustrated, E 2 Beam  FIG. 17  bearing configuration secures an E 2 Post and Beam  FIG. 17  by protrusion of flanges then using compression of the E-Lengths flange into  83  via a lifted bed configuration via a shortened block pedestal  84  and clamping friction plate  85 . 
       FIG. 60  is a perspective view of two of the E-Framing Method E-Connector titled E-Rim Connector, Single  111  or Double Tie  110 .  FIG. 60  demonstrates securing from the E 2 Post and Beam  FIG. 17 , web  2 , and flange  3  to perpendicular E-Joists  FIG. 10  to E-Panel  FIG. 127  to  FIG. 136 ,  FIG. 151  to  FIG. 152  used as floor sheeting or decking  100 .  110  encompasses perpendicular E-Length  FIG. 2  while  111  couples to shoulder of the upper E-Length  FIG. 2  connection.  FIG. 41  is used to space perpendicular E-Lengths  FIG. 2  and to maintain on-center installations within assembly. 
       FIG. 61  is a perspective view of two of the E-Framing Method E-Connectors titled E-90-Degree Connector demonstrated as one the invention&#39;s hold downs. Demonstrated by securing E 2 Post and Beam  FIG. 17  stacked and perpendicular.  FIG. 61  couples via webbing and flange encompassed attachment for both  FIG. 17 . 
       FIG. 62  is a transparent perspective view of the E-Framing Method E-Connector titled E-Box to E-Box Connector Box Header Connector.  FIG. 62  demonstrates the invention&#39;s apparatus securing a vertical E 2 Post and Beam  FIG. 17  to any foundation type via connector  FIG. 35 . Two additional E 2 Post and Beams  FIG. 17  horizontal by each termination end.  FIG. 62  coupling to vertical  FIG. 17  is by flange abutment in version  112  or webbing gusset style attachment  90  and are interchangeable to mounting.  FIG. 62  reception of horizontal E-Length is by web encompassment with flange shoulder reliefs for additional support to E-Length abutment. E-Clamp-to-Center Tie shown for example placement  FIG. 121  to  FIG. 126 . 
       FIG. 63  is a perspective view of the E-Framing Method E-Stiffeners titled E-Stiffener.  FIG. 63  depicted couples to E-Lengths webbing typically but not required bored hole  1  for E-Clamp-to-Center Tie  FIG. 121  to  FIG. 126 . The example illustrated is for reinforcement of E-Length used in higher than typical compression, tension or radial forces. As illustrated, variation increases web load capability and thus improves E-Length rigidity and or decreases deflection. E-Clamp-to-Center Tie  FIG. 121  to  FIG. 126  as  113  or common fasteners as  114 .  FIG. 63  are used with mirrored pairs as backers. 
       FIG. 64  are perspective views of the E-Framing Method E-Stiffeners titled E-Web Abutment Stiffener.  FIG. 64  depicted and illustrated apparatuses are for reinforcement of E-Length used in compression load abutment or end to end attachment. As illustrated, variation  115  couples two E-Lengths flanges and webbing.  116  variation excludes flange abutment by substitution in connector.  FIG. 64  are used with mirrored pairs as backers. 
       FIG. 65  is a perspective view and example of the E 3 Lumber Method or invention&#39;s E-Bridging Method titled E-Bridging. Illustrated is a plurality of E-Bridging connectors, a plurality of E-Lengths  FIG. 2  to  FIG. 3  and  FIG. 10 , a novel mechanical pass through  117 , a floor or ceiling surface  118 , a very novel low or short initial bridging height, a novel equalized and adjustable measurement of deflection  120 , E-Panel decking or ceiling use connector trimmed to line  121  that is usable with all E-Length shapes and non-invention shapes as well, an ability to reliably span great distances, economically  FIG. 65 . 
     Still referring to  FIG. 65 , shows a triple E-Bridged truss or joist or inverted truss or joist.  FIG. 65  demonstrates one of an infinite number of the invention&#39;s novel bridging or trussing or joisting configurations. Shown is an E-Stud  FIG. 3  top chord plus E-Joists  FIG. 10  center chord gapped for mechanical installation  117  coupled to E-Length  FIG. 2  bottom chord. Ends of E-Bridged assembly appear in upper figure with E-Doublet  FIG. 75  reinforced webbing. E-Bridging connectors are all machined or formed with or without diaphragms or blocking connection and use common or E-Clamp-to-Center Tie  FIG. 121  to  FIG. 126 . For the sake of brevity, see  FIG. 65  to  FIG. 74  and  FIG. 152  for further coupling and assembly information.  FIG. 66C  is reverse or back side of  FIG. 66  and as another variation E-Length  FIG. 3  with E-Cap  FIG. 5  is demonstrated coupled. Reference  FIG. 65 . 
       FIG. 66  is a perspective view of the E-Bridging Method E-Bridging Connectors titled E-Bridge Post Connector.  FIG. 66  demonstrates horizontal or lateral stacked E-Lengths  FIG. 2  as  122  or alternately  FIG. 17  to form an abutted supported beam coupling to an E 2 Post and Beam  FIG. 17  or other E-Length. Variation as depicted  123  couples upper E-Stud  FIG. 3  or  FIG. 65  perpendicular to lower assembly.  FIG. 66  are used in mirrored pairs to encompass vertical connection web and flange, start, or begin E-Bridging  FIG. 65 , or frame or post or typical to the arts build in pier and beam style structures. 
       FIG. 67  shows a perspective view of the E-Bridging Method E-Bridging Connectors titled E-Bridge Connector with Diaphragm Blocking.  FIG. 67  demonstrates vertical stacked E-Lengths  FIG. 2 ,  FIG. 10 , or alternately  FIG. 2  or  FIG. 3  to form an inverted floor truss or joist. Variation as depicted E-Bridges E-Length  FIG. 2 ,  FIG. 10  to  FIG. 2 ,  FIG. 10  to  FIG. 2  by flange-to-flange contact and transfer of web-to-web by contact with  FIG. 67  formed or machined  97  and  95 .  FIG. 67  are used in mirrored pairs to encompass the vertical and horizontal coupling of webs and flanges. In addition, or alternately, illustration demonstrates abutment of E-length  FIG. 2  or  FIG. 12  to  FIG. 67   95  machined or formed relief to permit diaphragm blocking  125  with  FIG. 12  as mirrored truss or joist run or termination end anchor point.  124  is a reverse of  FIG. 67  to clarify connectors web and flange transfer by contact point  97  and  39 A. Reference  FIG. 65 . 
       FIG. 68  is a perspective view of the E-Bridging Method E-Bridging Connectors titled E-Stud Bridging Connector.  FIG. 68  demonstrates abutment of end capped with E-Cap  FIG. 5 , E-Stud  FIG. 3  to lower to upper flange stacked E-Stud  FIG. 3  to form an inverted floor or ceiling truss or beam.  FIG. 68  is used in mirrored pairs. 
     Still referring to  FIG. 68  depicting an upper chord formed by E-Stud  FIG. 3  plus both ends of E-Stud  FIG. 3  plus both ends E-Stud  FIG. 3  plus E-Stud  FIG. 3  coupled by mirrored  FIG. 68  four times via  FIG. 65 ; also, center upper cord, web filling bridged abutment of  FIG. 3  and  FIG. 3  with  FIG. 75  or  FIG. 69  to each&#39;s terminating end. Lower cord formed again with abutment of E-Studs  FIG. 3  plus both ends of E-Stud  FIG. 3  plus E-Stud  FIG. 3  coupled by mirrored  FIG. 68  four times via  FIG. 65  and coupled to upper chord via  FIG. 68  by  FIG. 65 .  126  illustrates  95  and  97  reliefs to couple  FIG. 3 &#39;s by capture by encompassing flanges  2  and webbing  3  to include E-Caps, not shown.  127  demonstrates a variation of  FIG. 68  that performs same functions less E-Capped E-Lengths. 
       FIG. 69  is a perspective view of the E-Bridging Method E-Bridging Connectors titled E-Bridge Lite Connector.  FIG. 69  demonstrates abutment of E-Length  FIG. 2  end-to-end flush to  FIG. 2  with web and flange coupling points with diametrically opposed fastener planes.  FIG. 69  typical use is for reinforcement of E-Length end-to-end abutment within the E-Bridging system minor load connector variation illustrated. 
     Still referring to  FIG. 69 , in addition to or alternately, increases E-Length load capability typically as a result in measured deflection. Thus, it improves E-Length rigidity or decreases deflection any position along E-Length&#39;s length or while tying E-Length end to end abutment during E-Bridging. Typical to the invention&#39;s use is within chord between E-Bridged connectors to end-to-end abutment  FIG. 2  or to adjust or add to  FIG. 2 &#39;s length or adjust E-Bridged assembly&#39;s deflection.  FIG. 69  are used in mirrored pairs.  FIG. 69  are variation of E-Web Abutment Stiffener  FIG. 70 , Doublets  FIG. 75 , and board shaped E-Lengths. As demonstrated, lower chord  FIG. 10  and upper chord E-Length  FIG. 2  to E-Length  FIG. 2  end-to-end abutment. E-Bridged connection of  FIG. 2  and  FIG. 10  not shown on left or right of  FIG. 69 . See  FIG. 65 . 
       FIG. 70  shows a perspective view of the E-Bridging Method E-Bridging Connectors titled E-Abutment Reinforced Connector.  FIG. 70  performs E-Length end-to-end abutment within the invention&#39;s E-Bridging system major load type shown. For brevity  FIG. 70  is a variation of  FIG. 69  that uses the invention&#39;s proprietary materials  128  with positive scribe to outer E-Length flange. In addition to or alternately,  129  indicates relief area variation for use with E-Capped  FIG. 5  E-Stud Method  FIG. 3 . As another example see  FIG. 72 . 
       FIG. 71  shows a perspective view of the E-Bridging Method E-Bridging Connectors titled E-Double Abutment Reinforced Connector.  FIG. 71 , for brevity, is a variation of  FIG. 69  and  FIG. 70 . 
       FIG. 72  features a perspective view of the E-Bridging Method E-Bridging Connector titled E-Stud Bridge and Abutment.  FIG. 72 , for brevity, is a variation of  FIG. 69  and  FIG. 70 . Includes  129 . 
       FIG. 73  shows a perspective view of the E-Bridging Method E-Bridging Connector titled E-Bridge Terminator.  FIG. 73 , for brevity, is a variation of  FIG. 69  and  FIG. 70 . Includes  129  on lower chord, relief  130  to terminate a previously bridged along the chord E-Stud or E-Length. 
       FIG. 74  features a perspective view of the E-Bridging Method E-Bridging Connector titled E-Bridging E 2 Post and Beam Bridge and Abutment.  FIG. 74  are also considered E-Lengths. Typical use is to couple E 2 Post and Beam&#39;s end-to-end through their fitment of the internal measurements of E 2 Post and Beam internal webbing cavities. Thus,  FIG. 74  provides an end-to-end coupling, via protrusion into E-Length and then protruding into the abutting E-Length. Also, provides diametrically opposed fastener planes when coupling. In addition, or alternately, for reinforcement of E-Length major load type shown. 
     Still referring to  FIG. 74  increases web and compression load capability and thus improves rigidity or decrease in deflection standalone or while tying two E 2 Post and Beam end-to-end for horizontal, vertical, or angular installation. In addition, or alternately, used to adjust E 2 Post and Beam deflection or compression loading design or use requirement. Used also to fill webbing cavities within E 2 Post and Beams as single piece deployments or full set, multiple deployments for E-Bridging.  131  demonstrates variation of web cavity size  FIG. 17  to typical cavity sizes  FIG. 17 , depicted as variations to inventions methods. 
       FIG. 75  shows a perspective view of the E 3 Lumber Method E-Framing Fillers or E-Lengths titled E-Doublet or E-Doublet Filler.  FIG. 75  is a web channel filler E-Length used to reinforce or as a backer in E-Lengths. It fills one half of web channel  132  along entire or partial E-Length length as flush scribed to flange  2  or as protrusion. Typical use as a sill, nailer, machinable or formed surface, backer, trim or moulding, or stiffener. Comes in many variations and material compositions that also adjust an E-Length&#39;s load bearing or end use. 
       FIG. 76  features a perspective view of the E 3 Lumber Method E-Framing Fillers or E-Lengths titled E-King Filler.  FIG. 76  for expeditious reasons is a variation of  FIG. 75 .  FIG. 75  fills both halves of web channels  133  along two parallel side-by-side installed E-Lengths. In addition, or alternately,  FIG. 76  protrudes one half the distance of web recess  134  of flange protrusion for alternate assembly requirements. 
     Still referring to  FIG. 76  is typical to invention&#39;s use is to form a king stud, a beam, joist, or ridge beam when placed between two E-lengths. It also forms a nailer, machinable surface, or stiffener, backers and otherwise. Comes in many hybrid forms as illustrated in  FIGS. 76 and 134  to adjust E-lengths load bearing or end use. 
       FIG. 77  is a perspective view of the E-Framing Method titled E-Plate Unused Web Groove Filler.  FIG. 77  for expeditious reasons is a variation of  FIG. 44 .  FIG. 77  fills unused web grooves in E-Plate  FIG. 29  to improve deflection and three axes yield. Used with adhesive and fasteners,  FIG. 77  fills web channel  FIG. 29A . 
       FIG. 78  features a perspective view of the E 3 Lumber Method E-Framing Fillers or E-Lengths titled E-Filler or E-Rim Filler.  FIG. 78  closes or blocks ends of horizontal E-Lengths and provides fastening to E-Length Ends while maintaining on-center discipline. In addition, or alternately, vented  138 , and/or provides an insulation barrier or fill dam. Also, incorporates diametrically opposed fastener planes. Example depicted requires filled  FIG. 75  web channels  2  in E-Length  FIG. 2  as rafter, truss, or joist  FIG. 10  or E-Capped E-Length or as in E-Stud Method E-Stud. See also  FIG. 110  to  FIG. 111 . 
       FIG. 79  is a perspective view of the E 3 Lumber Method E-Framing Fillers or E-Lengths titled E-Rim Filler.  FIG. 79  for expeditious reasons is a variation of  FIG. 78 . The non-vented variation provides flush, filled webbing ends for diametrically opposed fastener planes for filled  FIG. 75  or not filled webbing  139  in E-Length rafter, truss, or joist connections on ends of E-Lengths.  FIG. 79  sits atop E-Framing wall flush or scribed positive to outer wall when elongated as sheathing or eve use. See also  FIG. 110  to  FIG. 111 . 
       FIG. 80  shows a perspective view of the E 3 Lumber Method E-Framing Fillers or E-Lengths titled E-Fillers Lengths or E-Mini Filler.  FIG. 80  is a web channel filler E-Mini Length used to reinforce or as a backer in E-Mini Lengths. It fills one half of an E-Mini Length web channel  140  or doubles web channel  141  along entire or partial E-Mini Lengths length as scribed to flange  2 . Typical use as a sill, nailer, machinable or formed surface, backer, trim or moulding, or stiffener. Comes in many variations and material compositions that also adjust an E-Mini Length&#39;s load bearing or end use. 
       FIG. 81  features a plan view and innovative example of one of the invention&#39;s novel methods the E-Snake Charmer Method hereafter E-Snake Charmer.  FIG. 81  and its plurality of apparatuses form, frame, dry in, and finish radius walls. As shown, arc origin areas  143  to  149  angle is measured inside and outside as radius or chord as measured between E-Length&#39;s  2  to determine angle of apparatuses required for a radius wall. As determined, for angle less than 180-degree arcs, origin angle is also determined. Formulaic assessment for CNC machine reliefs of  FIG. 83  through  FIG. 85  is determined. In example: origin angle  143  of radius wall is 18-degrees. Radius desired equals chord length as is roughed measured between  143 - 144  demonstrating a finished inside chord of 43.75. Arc origin example area  143 - 144  is demonstrated between to  145 - 146 - 147  is a 13′- 29/32 inside cord with its on-center run corresponding to an outside chord and run 15′- 21/32 with E-Length&#39;s inside wall center pivoted 18-degrees to meet outside on-center requirements of plan. Thus plates  FIG. 83  to  FIG. 85  can couple or couple to E-Length providing web  3  encompassment perpendicular throughout chord length and maintain on-center discipline. Determination of miter angle of each plate  FIG. 83  to  FIG. 85  can be determined by angle between E-Lengths again  147 - 144  Angle derived is consummate to center of assembly, chord length, on-center requirements, and miter angles required for all Snake Charmer apparatuses  FIG. 83  to  FIG. 96 . 
       FIG. 81B  shows a profile and sectional view of  FIG. 81  demonstrating sole and upper plate  FIGS. 83-85  and  FIG. 88  placements. In addition, demonstrates E-Snake Charmer plates as configured in lower or upper plate use, or as in mirrored installation and coupling of apparatuses. 
       FIG. 82  provides an example in perspective view of the invention&#39;s novel methods E-Snake Charmer Method. Depicted, E-Snake Charmer upper and lower plates, E-Lengths, and E-Blocking forming radius wall. 
       FIG. 83  shows a perspective view of the E-Snake Charmer Method E-Snake Charmer Plate titled E-Snake R Plate.  FIG. 83  is comprised of upper  151  and lower  150  with web reception  95  and flange shoulder  97 . In addition,  FIG. 83  compress web along edge  152  while over or underlayer and abutted plate next in series provides flange shoulder. Plates are mirrored apparatuses so sole  150  and top plate  151  are the same apparatus with intervening angles with overlap  153  typical of all plates in series. Common fasteners are applied top-down  150  or upwards or top-down  151 . Variability in apparatus is vast to include insulation port or mechanical chase  84 C, degree of departure or arrival to next apparatus in series. See  FIG. 93  to  FIG. 94 . 
       FIG. 84  shows a perspective view of the E-Snake Charmer Method, E-Snake Charmer Plate as E-Snake A Plate.  FIG. 84  is a variation of  FIG. 83  with demonstration of  156  mentioned earlier. And showing reception overlay  153  more clearly. 
       FIG. 85  features a perspective view of the E-Snake Charmer Method E-Snake Charmer Blocking as E-Snake B Plate.  FIG. 85  is a variation of  FIG. 83 . 
       FIG. 86  is a variation of  FIG. 12 ,  FIG. 13 . Illustration demonstrates  32  mitered E-Length ends and  31  CNC radius both required for E-Snake Charmer Method use. Note: right side and web channel inside flanges of  FIG. 13  are not radiused in example. One of those edges always acts as primer key to CNC modification of apparatus. Also demonstrated  FIG. 87  to  FIG. 88 . 
       FIG. 87  is a perspective  160  and plan  159  view of the E-Snake Charmer Method titled E-Snake Web Stretcher.  FIG. 87  demonstrates a web mounted E-Blocking  FIG. 13  filler version and Web and flange encompassing version  160 . 
       FIG. 88  features a perspective  FIG. 88  and plan view  161  of the E-Snake Charmer Method titled E-Snake Flange Stretcher.  FIG. 88  demonstrates a web mounted E-Blocking  FIG. 13  filler version that overtakes E-Blocking inner and outer interior and exterior, scribed positive to horizontal flanges to provide tight E-Snake Charmer radius walls a guide for finish sheet material as opposed to flat spot mid-point between E-Lengths.  FIG. 88  demonstrates variable inside radius  162  and outer radius  163  to form inner and outer sheet materials to horizontal plates  FIG. 83  to  FIG. 85  and vertical E-Lengths  FIG. 2 . 
       FIG. 89  features three 3 plan views of the E-Snake Charmer Method titled E-Snake Arc Starter.  FIG. 89  demonstrates three variations of E-Connector Blocking each are a variation of  FIG. 7  The E-California Block Connector. In a matter of matting an E-Snake Charmer wall perpendicular or angular to a flat wall, the wall must have attachment point to begin radius.  FIG. 89  arc-starters provide a modified California or Western style corner  FIG. 7  to begin from. However, the leeward stud towards radius wall must incorporate an angled configured  FIG. 89  for radius wall to start coupling the first E-Length at less or more than 90-degrees. Although, arc starters can come in all degrees depicted as example of shape:  164  is a 54-degree arc starter,  165  a 36-degree, and  166  a 9-degree. 
       FIG. 90  is a prospective view of the E-Snake Charmer Method titled E-Snake Charmer Offset Double Header Connector.  FIG. 90  is a variation of  FIG. 50 .  FIG. 90  demonstrates offset flange installation  167  ridge and web mounting to machined or formed like  FIG. 50 . Attachment to E-Length to accept E-Blocking  FIG. 12  attached to  168  and supported by shoulder  97 . Used as one method to accommodate a double continuous header  FIG. 147  or sill installation by offsetting inside E-Blocking Length inside of wall radius within E-Snake Charmer radius wall applications. Also, machined or formed to an exact wall radius or machined or formed to an adjustable range of radius plus or minus 15 degrees. 
       FIG. 91  is a plan  169 , profile  170 , and prospective view  FIG. 91  of the E-Snake Charmer Method titled E-Snake Block Connector.  FIG. 91  is a variation of  FIG. 45 .  FIG. 91  demonstrates chamfered  171  machined or formed connector for E-Length to accept and envelope E-Blocking web when used in E-Snake Charmer applications. 
       FIG. 92  is a plan  172 , profile  173 , and prospective views.  FIG. 92  of the E-Snake Charmer Method titled E-Snake Block Connector II.  FIG. 92  is a variation of  FIG. 91 .  FIG. 92  also demonstrates chamfered  174  machined or formed connector for E-Length to accept and shoulder E-Blocking web when used in E-Snake Charmer applications. 
       FIG. 93  is a plan view and example of the order of operations to assemble E-Snake Charmer formed walls using E-Snake Charmer apparatuses  FIG. 83  to  FIG. 85 . As depicted looking down or up the entire plate is viewable in sequential dependence. Demonstrated is completed machined, formed, or laminated in place plates. 
       FIG. 94  is a profile view and example of the order of operations to assemble E-Snake Charmer formed walls using E-Snake Charmer Plate  FIG. 83  to  FIG. 86 ,  FIG. 88  referencing  FIG. 81  to  FIG. 81B  and  FIG. 93  to  FIG. 96 . 
       FIG. 95  is a plan view and example of the order of operations to assemble E-Snake Charmer formed walls using E-Snake Charmer Plate  FIG. 83  to  FIG. 86 . Depicted in bottom plate orientation and mirrored top are the apparatuses mounting facial shape. See  FIG. 81  to  FIG. 81B  and  FIG. 93  to  FIG. 94 . 
       FIG. 96  is a plan view and example of the order of operations to assemble E-Snake Charmer formed walls using E-Snake Charmer Plate  FIG. 83  to  FIG. 86 . Considered the mid-plate and mirrored for top plate use  FIG. 95  and  FIG. 96  are laminated together to form  83  to  FIG. 85 . Depicted as if looking at the top of an installed plate in example, looking down at sole plate. See  FIG. 81  to  FIG. 81B  and  FIG. 93  to  FIG. 95 . 
       FIG. 97  is a perspective view of the E-Framing Method E-Hips Connectors titled E-Hips Double Header.  FIG. 97  provides flush, filled webbing channels and diametrically opposed fastener planes at all couplings. Illustrated: E-Length  FIG. 2  top of wall framing to rafter, truss, or joist  FIG. 10  connections while providing a continuous double header  FIG. 97  with shouldered webbing E-blocking  FIG. 12 . Used in mirrored pairs or solely this novel feature eliminates upper plates in wall assemblies and allows window and door installation anywhere in wall. Geometry is variable in this shaped or formed connector to match intended use. Accepts common  175  or E-Clamp-to-Center fasteners  FIG. 97 .  176  is reverse side of  FIG. 97  to demonstrate clamping of web channel  39 A to  97  when used in mirror pairs. 
       FIG. 98  is a perspective view of the E-Framing Method E-Hips Connectors titled E-Hips Double Header to Rafter and Joist Connector.  FIG. 98  provides flush, filled webbing channels and diametrically opposed fastener planes at all couplings. Illustrated: E-Length  FIG. 2  top of wall framing to rafter  FIG. 10  coupling while providing an additional ceiling joist coupling  FIG. 10  over top of double header coupling  FIG. 98  with shouldered webbing E-blocking  FIG. 12 . Used in mirrored pairs or solely this novel feature eliminates upper plates in wall assemblies and allows window and door installation anywhere in wall. Geometry is variable in this shaped or formed connector to match intended use. Accepts common  177  or E-Clamp-to-Center fasteners  FIG. 98 .  178  is reverse side of  FIG. 98  to demonstrate clamping of web channel  39 A to  97  when used in mirror pairs. 
       FIG. 99  shows four perspective and one elevation or profile  179  view of the E-Framing Method E-Hips Connectors titled E-Hips E-Ridge Board Connector II.  FIG. 99  provides flush, filled webbing channels and diametrically opposed fastener planes at all couplings. Illustrated  180  providing a single or alternately a double ridge board or gutter installed upside down, with flush to inverted upper E-Lengths to illustration coupled to E-Blocking thus forming diaphragm  FIG. 12  and bored for E-Clamp-to-Center Tie  FIG. 121  to  FIG. 124 . Illustration  39 A demonstrates E-Length terminating end shoulder and encompassment when used in pairs coupling, as in encompasses E-length by web and lower flange  181  demonstrates reverse and mirror of  FIG. 99  with  97  clamping of E-Lengths and flange shoulders when coupled in mirrored pairs,  179  demonstrates by elevation typical angular shape, with common fastener locations.  FIG. 99  eliminates single or spliced end ridge or gutter board by substituting with diaphragm E-Blocking  FIG. 12 .  FIG. 99  is by assembly example  180  Cross Datum Construction Method or otherwise apparatus. 
       FIG. 100  shows four perspective and one profile  182  view of the E-Framing Method E-Hips Connectors titled E-Hips E-Ridge Board Connector II. For brevity  FIG. 100  is a variation of  FIG. 99 . Illustrated differences; relief  95  is set lower than peak of connector,  183  thus allowing  FIG. 10  to be used inverted and or supported from below; alternately  FIG. 100  accepts E-Blocking  FIG. 12  to be supported below coupling relief  95 . Lower supporting  184  E-Length  FIG. 2  reinforces assembly for greater spans or higher resistance to load requirements. 
       FIG. 101  features a perspective view of the E-Framing Method E-Hips Connectors titled E-Hips Ridge Board.  FIG. 101  provides flush, filled webbing channels, and diametrically opposed common fastener planes at all couplings for plumb or mitered cut E-Length coupling.  FIG. 101  E-Hips Ridge Board can be stacked  185  in conjunction with E-Bridged Lengths or E-Lengths.  FIG. 101  allows a one length ridge or gutter board and that can be under reinforced  186  for extreme loading. Geometry is variable in this shaped or formed E-Length to match its intended use. 
       FIG. 102  is a perspective view of the E-Framing Method E-Hips Connectors titled E-Hips Major or Minor Connector.  FIG. 102  provides angled receiving and fully embodied E-Length terminating end webbing  FIG. 29A  coupling and diametrically opposed common fastener planes for double mitered E-Length mating angles are required. As in major or minor roof rafter or truss couplings installations.  FIG. 102  is placed into webbing channel of E-Lengths secured and revives an angular ran E-Length end typically with  FIG. 102  on both ends angle  187  and second angle  188  plus on opposite end of E-Stud additional angle  187  plus  188  equals 180 or 90 degrees totals 45 or 90-degrees each angle. This novel feature allows major or minor hip style rafter connections to E-Lengths and can be under reinforced for extreme loading. Cross Datum Construction Method required web receiving by envelopment  FIG. 29A  demonstrated. 
       FIG. 103  is a perspective view of the E-Framing Method E-Hips Connectors titled E-Hips Birds Mouth Rafter to Plate Connector.  FIG. 103  provides flush, filled webbing and diametrically opposed fastener planes in E-Length  FIG. 2  wall to an extended rafter  FIG. 2  forming an eve. In addition,  FIG. 103  demonstrates a continuous double header  189  as  FIG. 31  with E-blocking  FIG. 12 . See  FIG. 31 . For additional brevity,  FIG. 103  is a variation of  FIG. 97  and  FIG. 98 . 
       FIG. 104  shows a perspective view of the E-Framing Method E-Hips E-Length titled E-Hips Cornice Lengths.  FIG. 104  is a variation of  FIG. 78  to  FIG. 79 .  FIG. 104  provides flush, finish and diametrically opposed fastener planes to E-Length plumb or straight cut rafter, truss, or joist ends. In addition, provides reinforcement to rafter or truss end  FIG. 2  should  FIG. 106  and  FIG. 12  not be installed. In hip roof framing  FIG. 104  eliminates exposed E-Length ends as rafters that accept facia mounting and forms cornices. Accepts common fasteners. May or may not be E-Panel configured. 
       FIG. 105  features a plan  190 , profile  191 , and elevation  192  view of the E-Framing Method E-Hips Connectors titled E-Hips Two Plane Connector.  FIG. 105  provides dual angled receiving for flush, filled end webbing and diametrically opposed fastener planes in E-Length ends used as eve or cornice framing members. Used in pairs to create corners of varying degrees plan view  190 , this novel feature allows eve, cornice or gable type hip rafter connections to E-Length Blocking. Typical use is hip roof major or minor rafter protruding 45-degree from structure as  190  is to E-Lengths  FIG. 2 . 
       FIG. 106  is a perspective view of the E-Framing Method E-Hips Connectors titled E-Hips Plumb Eve Connector.  FIG. 106  provides right angle receiving for flush, filled end webbing, diametrically opposed fastener planes, and supported end flanges in E-Lengths when used as eve or cornice members returning to structure under eve or soffit supports for extended eves or soffits. Variations depicted;  196  is placed into web channel of perpendicular E-Length coupling to E-Length  FIG. 2 .  195  installs flat or flush to surface  193 .  194  is bottom of eve or soffit elevation line on exterior of structure  193 . 
       FIG. 107  features a plan  197 , profile  198 , and elevation  199  view of the E-Framing Method E-Hips Blocking titled E-Hips Truss Style Eve Blocking.  FIG. 107  sandwiches the end webbing of E-Length formed rafters or trusses to allow eve, cornice or gable type eve connections to E-Lengths extended to structure  193  and allowing E-Blocking  FIG. 12  between rafter ends.  199  elevation demonstrates mirrored pairs of  FIG. 107  sandwiching a plumb cut E-Length  FIG. 2  as a rafter end.  198  demonstrates coupling of E-Length is in a side mount so it can return to structure  193  to connector  195 . 
       FIG. 108  shows a perspective view of the E-Framing Method E-Hips Connectors titled E-Hips Sheathing Ledger Board Shiplap.  FIG. 108  provides coupling via flush, filled webbing channel reliefs  FIG. 29A  and diametrically opposed fastener planes at all couplings; in addition, or alternately, angled E-Length receiving  FIG. 29A . Demonstrated by  FIG. 108  is an example of inventions versatility;  FIG. 108  is an eve board  FIG. 104 , or sheathing ledger board  FIG. 3  to  FIG. 40  as combination thereof, or rim board  FIG. 78  to  FIG. 79  inverted install.  200  is shiplap joinery intended to provide overlap or wall framing and couple flush to interior or exterior sheathing. In addition,  FIG. 108  is machined or formed to maintain on-centers in joist, rafter, or truss installations. As additional examples:  FIG. 108  is used on the ends of roof truss with modification of  95  to accept plumb angle cut rafters for facia only and or  FIG. 108  is fastened flush to plumb cut rafter ends to form facia again and  95  couples E-block framing to return to structure as in  FIG. 106  to form under eve frame of soffit. 
       FIG. 109  is a perspective view of the E-Truss Method E-Truss Connector titled E-Truss Chord to Strut Connector.  FIG. 109  provides angled and parallel receiving for flush, filled E-Length webbing channels, upper and lower flange coupling, and clamping of those apparatuses with additional connecter installed as mirrored assembly  203  with diametrically opposed fastener planes.  FIG. 109  further demonstrates its high variations possible within E-Truss Connectors since all are machined or formed to maintain on centers, assembly discipline and contingency, along with variable coupling angles within the E-Truss Method aligned to project requirements.  201  demonstrates one reverse perspective of  FIG. 109  plurality of variations.  202  demonstrates typical E-Length relief for E-Length reception and coupling and in example, lower relief use as a strut, upper parallel relief use as chord coupling; depicted within an E-Truss assembly example in  FIG. 1  or  FIG. 153 . In addition, or alternately, this novel apparatus allows on-site roof truss assembly. Furthermore, E-Truss Method is part in the invention&#39;s Cross Datum Construction Method via their ability to be erected in series and not all at once. Current in the art, the entire roof truss assembly must be installed as one apparatus. Also eliminates complicated framing miters or connections. In example, E-Truss connectors maintain reception and departure angles and E-Lengths the length; therefor connectors maintain assembly geometry while the E-Truss Method maintains final assembly&#39;s outcome. Geometry is highly variable in the shaped or formed connectors to match intended use. E-Truss apparatuses are lumber or other dissimilar in properties top plate compatible for use in the E-Stud Method. Accepts E-Clamp-to-Center Ties and/or common fasteners and with or without diaphragm recess  125  E-Blocking coupling modifications  125 . See  FIG. 1  and  FIG. 153  for additional examples. 
       FIG. 110  is a perspective view of the E-Truss Method E-Truss Connector titled E-Truss Chord Connector, Double Header, Truss End. For the sake of brevity  FIG. 110  is variation of  FIG. 109  to  FIG. 120 .  FIG. 110  demonstrates its own variation of E-Truss connectors with the addition of double E-Blocking  FIG. 12  forming a continuous double header  FIG. 31 , partially shown.  204  demonstrates reverse and mirror of  FIG. 110  further demonstrating the expansion as compared to  FIG. 109  of coupling reliefs with the integration of E-Connector similar to  FIG. 50  and further coupling reliefs  205  for rafter or ceiling joist coupling. Also,  FIG. 78  to  FIG. 79  is represented in its own variation as  206 . See  FIG. 1  and  FIG. 153  for additional examples. 
       FIG. 111  is a perspective view of the E-Truss Method E-Truss Connector titled E-Truss End Chord Connector. For the sake of brevity  FIG. 111  is variation of  FIG. 109  to  FIG. 120 .  FIG. 111  demonstrates its own variations of E-Truss connectors with the addition of  207  demonstrating reverse and mirror of  FIG. 111  further demonstrating the variability of coupling reliefs for rafter or ceiling joist coupling without  FIG. 110 &#39;s  FIG. 50  extension. Also,  FIG. 78  to  FIG. 79  is represented in its own two end notched both ends receive two notches,  FIG. 4  notches per apparatus variation that also demonstrate  FIG. 109  to  FIG. 120  sizing of coupling variables. See  FIG. 1  and  FIG. 153  for additional examples. Rafter or ceiling joist depicted can exceed to cantilever the depicted flush scribe  208 . 
       FIG. 112  is a perspective view of the E-Truss Method E-Truss Connector titled E-Truss Ridge Connector Standard. For the sake of brevity  FIG. 112  is a variation of  FIG. 109  to  FIG. 120 .  FIG. 112  demonstrates its own variations of E-Truss connectors with the addition  209  demonstrating reverse and mirror  211  of  FIG. 112  and further demonstrating the variability of coupling reliefs for E-Lengths for top chord  210  and strut  211  configurations. Also demonstrated with  125  E-Blocking relief. See  FIGS. 1 and 153  for additional examples. 
       FIG. 113  is a perspective view of the E-Truss Method E-Truss Connector titled E-Truss Ridge Connector Reinforced. For the sake of brevity  FIG. 113  is variation of  FIG. 109  to  FIG. 120 .  FIG. 113  demonstrates its own variations of E-Truss connectors with reinforcement by additional girth, material configuration, E-Length sizing  FIG. 2 , and Strut E-Length  212 ; in addition, or alternately, E-blocking relief  FIG. 67B  is present for ridge board application and  FIG. 113  is demonstrated in mirrored set. See  FIG. 1  and  FIG. 153  for additional examples. 
       FIG. 114  is a perspective view of the E-Truss Method E-Truss Connector titled E-Truss Center Connector. For the sake of brevity  FIG. 114  is variation of  FIG. 109  to  FIG. 120 .  FIG. 114  demonstrates its own variations of E-Truss connectors with multiple receiving angles for three E-Lengths  213 , E-Length sizing, and optional split E-Bridging Method of singular bottom or top chord E-Length  214 . See  FIG. 1  and  FIG. 153  for additional examples. 
       FIG. 115  features a perspective view of the E-Truss Method E-Truss Connector titled E-Truss Double Strut Connector I. For the sake of brevity  FIG. 115  is generally a variation of  FIG. 109  to  FIG. 120  and specifically  FIG. 114 .  FIG. 115 &#39;s reverse  215  demonstrates lack of third coupling or receiving angle  213 . See  FIG. 1  and  FIG. 153  for additional examples. 
       FIG. 116  is a perspective view of the E-Truss Method E-Truss Connector titled E-Truss Double Strut Connector II. For the sake of brevity  FIG. 116  is generally a variation of  FIG. 109  to  FIG. 120  and specifically  FIG. 114 .  FIG. 116 &#39;s reverse shows chord running top  217  of connector  FIG. 116  and two angled coupling or receiving reliefs  216 . See  FIG. 1  and  FIG. 153  for additional examples. 
       FIG. 117  is a perspective view of the E-Hip Method E-Hips Connector titled E-Commercial Ridge Board to Sisters Connector.  FIG. 117  provides angled perpendicular receiving for flush, filled end webbing and diametrically opposed fastener planes in sistered E-Lengths in rafter  218  as roof framing installations.  FIG. 117  is machined or formed to maintain on-centers and angles in high load roof installations. Used in mirrored pairs with or without E-Fillers or E-Doublets  FIG. 75 .  FIG. 117  provides connections for sistered E-Lengths  218  as rafters and E-lengths as purlins  219 . Used in mirrored pairs,  FIG. 117  sandwiches a single or multiple E-Lengths by filling webbing channel and supporting upper flange to form ridge board  220   FIG. 117.3 . In addition, or alternately,  FIG. 117  can be reinforced with structure below assembly  221  or inverted to form gutter.  FIG. 117  can also use multiple angle E-Length reception, cants, or variation to specific application. See  FIG. 1  for additional examples. 
       FIG. 118  is an enlarged example of  FIG. 70  demonstrating common fastener use in accordance with invention&#39;s scope. 
       FIG. 119  is a plan  222  and mirrored perspective  223  views of the E-Truss Method E-Truss Connector titled E-Truss Vert Connector. For the sake of brevity  FIG. 119  is generally a variation of  FIG. 109  to  FIG. 120 .  FIG. 119  provides straight or angled receiving for flush, filled webbing and diametrically opposed fastener planes in coupling E-Lengths in roof truss installations or otherwise. Used in forming over roof deck extensions or projections like chimneys, skylights, or alternate roof elevations. See  FIG. 1  and  FIG. 153  for additional examples. 
       FIG. 120  a perspective view of the E-Truss Method E-Truss Connector titled E-Truss Vert Extend Connector. For the sake of brevity  FIG. 120  is generally a variation of  FIG. 109  to  FIG. 120  and specifically  FIG. 119 .  225 , a perspective of  224 , demonstrates variation in angled reception of E-Length through center of connector  226 . See  FIG. 1  and  FIG. 153  for additional examples. 
       FIG. 121  is a profile  227 , elevation  228 , various profiles  229 , and enlarged profile  230  of the E-Framing Method E-Fastener titled E-Clamp-to-Center Tie  FIG. 121  to  FIG. 126 . Consult  FIG. 121  to  FIG. 126  for illustrations and examples.  FIG. 121  is illustrated by view  227  as typical to the invention  FIG. 123  fastener placement consisting of E-Connector  FIG. 121 . Demonstrates bore through E-Length webbing  3  single web shown and the installed typical bored  1  connector  FIG. 121  as  FIG. 123  on matching tapered  237  to  238  heads and torqued or secured by pulling ratcheting penetrating the assembly; view  228  demonstrates tapered bore  1  and tapered heads  231  to  232  and  237  to  238  placement in connector; view  229  provides multiple views of ratcheting or cable tie assemblies  FIG. 125  and tie head assemblies  237  to  238 ; view  230  provides an enlarged profile of cable tie or ratcheting assembly  FIG. 125 . See  FIG. 121  to  FIG. 125  for additional details. 
       FIG. 122  shows two perspective views  234  to  235  of an in-scope variations of the E-Framing Method E-Fastener titled E-Clamp-to-Center Tie Beaded Cable.  FIG. 122  is comprised of a beaded cord  236  as opposed to ratcheting cord  FIG. 125 , a locking diaphragm  233  within head  FIG. 122.2  maintains one direction of cord movement while the end head  234  contains beaded cord fixed in position  122 A. See  FIG. 121  to  FIG. 125  for additional details. 
       FIG. 123  is a perspective view  234  to  235  of an in-scope variations of the E-Framing Method E-Fastener titled E-Clamp-to-Center Tie E-Ratcheting or E-Cable Tie.  FIG. 123  is comprised of a ratcheting cable tie, serrated, or geared  FIG. 125  as opposed to beaded cable  236 , a locking tongue mechanism  239  fixed within head  237  that maintains one direction of ratcheting cable movement while the end head  238  contains the cable  FIG. 125  fixed in position. 
     Still referring to  FIG. 123  demonstrates sprung downward tongue internal mechanism  239  that allows serrated, geared, or beaded cord one direction of unrestricted travel without unlock tool  FIG. 126 . See  FIG. 121  to  FIG. 125  for additional details. 
       FIG. 124  features perspective views of an in-scope variation of the E-Framing Method E-Fastener titled E-Clamp-to-Center Tie Standard Heads.  FIG. 124  are the self-centering heads of E-Clamp-to-Center Tie. The head and end head/tail are elongated cone shapes that force each into to tapered bore centers. Heads simultaneously center within aligned bored and similar bored items invention&#39;s apparatuses thus, while under steadily increasing closure or clamping pressure, the bore each head is engaged which causes force towards center of bore. As illustrated for  FIG. 123  head  237  with tongue mechanism  239  end head for that assembly  238  for  FIG. 122  illustration, head  232  with diaphragm mechanism  233  and end head  231 . See  FIG. 121  to  FIG. 125  for additional details. 
       FIG. 125  features perspective views of an in-scope variation of the E-Framing Method E-Fastener titled E-Cable Ties Various Lengths.  FIG. 125  further demonstrates or represents  FIGS. 123 and 236  serrated, geared, or beaded cord cables or cords that catch an internal mechanism  239  or  233  within heads  FIG. 124  to lock the fastener in a permanent torqued as self-aligned clamped posture.  240  shows flats on end of cables or cord that fix flush into heads  237 - 238 . Also  FIG. 125  material composition governs stretch and yield and thus regulates applied force to assembly  FIG. 121  as  227  between the two heads  FIG. 124 . E-Clamp-to-Center Ties create a pre-arranged or specified torqued via clamping force to apparatuses placed in between them. In addition, beaded or tapered  241  cable is pointed on leading edge entering bore and half round along its length, thus, helps alignment of apparatuses to tapered bore and as bored to their reception of cable diameter; also, beaded cord  236  is comprised of beads sized to same with marginal clearance bore diameter and perform same function as  241 . Note variation of beaded cord is not flexible and can therefore be used like the inflexible  FIG. 125 . See  FIG. 121  to  FIG. 125  for additional details. 
       FIG. 126  shows two perspective views of an in-scope variation of the E 3 Lumber Method E-Tools titled E-Clamp-to-Center Release Tool.  FIG. 126  depicts two variations of release tools: beaded chain release tool  242  and ratcheting, serrated or geared cable  FIG. 125  release tool  243 . Both work similar in function when forced into  233  or  239  exits the tools shield the engaging or locking mechanisms  233  and  239  from either beaded chain  236  or serrated or geared cable  FIG. 125 , thus opposes singular direction of travel by blocking sprung locking mechanism; thus, allowing E-Clamp-to-Center Ties to fully release clamping pressure or adjust clamping pressure downwards. See  FIG. 121  to  FIG. 125  for additional details. 
       FIG. 127  shows a cut away and transparent perspective view of the E 3 Lumber Method E-Panel Method titled E-Panel with Conversion Strip.  FIG. 127  demonstrates the horizontal back-side placement on sheet stock of one variation of the E-Panel Conversion Strip  245  and enlarged tear-out view  245 . Illustrated example further demonstrates an E-Length  FIG. 2  and female compression grooves  FIGS. 4 and 245  flange  2  attached with fasteners and or adhesive with protrusion matching internal dimension of  FIG. 4  as a male compression apparatus  248 . The E-Panel  FIG. 127  and E-Length  FIG. 2  join compositely by compression of  FIGS. 4 and 245  with or without adhesive.  244  is a convex mating joint that is convex opposite end of sheet. Thus, no exposed fasteners in E-Panels opposite perspective or its face. Also depicted; typical to E-Panel end of panel or termination female joinery  247  also enlarged tear-out view  247  and male begin or start of E-Panel joinery  246  also enlarged tear-out view  246 . See  FIG. 1 ,  FIG. 128  to  FIG. 136 , and  FIG. 150  to  FIG. 151  for further exhibits and details. 
       FIG. 128  is a cut away and transparent perspective view of the E 3 Lumber Method E-Panel Method titled E-Panel.  FIG. 128  demonstrates the back-side horizontal or vertical machined or formed reliefs  251  and of one variation of the E-Panel male coupling joinery  249  also enlarged tear-out  249  conversion strip  245  and enlarged tear-out view  245 . Illustrated example demonstrates an E-Length  FIG. 2  and female compression grooves  FIG. 4  coupling with E-Panel  FIG. 128  male protrusion matching internal dimension of  FIG. 4  as a male compression apparatus  249 . Thus, E-Panel  FIG. 128  and E-Length  FIG. 2  join compositely by compression of  FIGS. 4 and 249  with or without adhesive and or fasteners. Thus again, no exposed fasteners in E-Panel  FIG. 128  opposite perspective or face. See  FIG. 1 ,  FIG. 128  to  FIG. 136 , and  FIG. 150  to  FIG. 151  for further exhibits and details. 
       FIG. 129  is a cut away and transparent perspective view of the E 3 Lumber Method, E-Panel Method, and E-Framing Method titled E-Panel within E-Framing. For the sake of brevity  FIG. 129  is a variation of  FIG. 128 .  FIG. 129  demonstrates the back-side horizontal machined or formed reliefs role as  251  and vertical as  250 . Illustrated example demonstrates E-Connector  FIG. 50  forming a continuous double header between two E-Lengths  FIG. 2 , thus requiring horizontal E-Panel relief  251 . In addition, assembly depicted are supported vertically and coupled to  FIG. 29 ,  FIG. 30  and header  FIG. 31 , E-Panel  FIG. 128  fits into vertical relief  250  containing  249  with planned flange clearance and rests or is shouldered horizontally by relief  251 . E-Panel is then slid horizontally toward joinery opening, enough to use-up flange relief  250  which is equal to depth of joinery all the while pressure is maintained against E-Length&#39;s  FIG. 2  to couple in  249  enlargement view. Thus, E-Panel  FIG. 128  and E-Length&#39;s  FIG. 2  join compositely by compression of  FIGS. 4 and 249  with or without adhesive and or fasteners. Wall framing run direction changes in example: one room to another dividing wall or partition wall are accommodated by rotating panel on its center axis 180-degrees to accommodate directional changes in joinery to upper or bottom placed reliefs  251 . E-Panels are installable in any run direction within the E-Framing Method using Cross Datum Construction Method. See  FIG. 1 ,  FIG. 128  to  FIG. 136 ,  FIG. 150  to  FIG. 151  for further exhibits and details. 
       FIG. 130  is an elevation view back side of the E 3 Lumber Method E-Panel Method titled E-Panel Backside. For the sake of brevity  FIG. 130  is a variation of  FIG. 128  to  FIG. 129 .  FIG. 130  is a plan view showing the backside of a typical sized E-Panel as a sheet of various make-up.  FIG. 130  demonstrates machined or formed reliefs or clearance channels for E-Lengths and header and footer assemblies, between leaders  252 ; horizontal relief  251  and vertical E-Length relief  250  with joinery  FIG. 128A ; terminating end joinery  247  and E-Panel beginning with hidden fastener groove  246 .  253  demonstrates direction to apply force to E-Panel  FIG. 128  to  FIG. 129  to engage or couple  FIGS. 2 to 249 to 247 . Once coupled, common fasteners hidden are applied angularly into  247  hidden fastener groove; thus, locking panel into joinery and permanently in place. See  FIG. 1 ,  FIG. 128  to  FIG. 136 , and  FIG. 150  to  FIG. 151  for further exhibits and details. 
       FIG. 131  is an elevation view back side of the E 3 Lumber Method E-Panel Method titled E-Panel Rough Opening or E-RO. For the sake of brevity  FIG. 131  is a variation of  FIG. 128  to  FIG. 130 , specifically, a reduction in size  FIG. 130 .  FIG. 131  demonstrates one example of the invention&#39;s factory sized to E-Framing Method and used within Cross Datum Construction Method to continue full size interior or exterior E-Panel finishing or exterior sheathing in reduced size requirement above or below window and door framing rough openings.  FIG. 131  sizing as in E-Framings standardized sizing for rough opening method equivalence, not the arts non-standardized rough opening or placement of rough openings demonstrates invention&#39;s commitment to zero waste and utilizing methods jack or cripple studs continued on-center discipline completely in sync with invention&#39;s standardized placements.  FIG. 131  fits standard room heights above standard door heights; in addition, or alternately, fits standard floor to windowsill heights; reliefs  251  and  250  as do all E-Panels vary with on-center requirement and E-Length size and shape type. See  FIG. 1 ,  FIG. 128  to  FIG. 136 , and  FIG. 150  to  FIG. 151  for further exhibits and details. 
       FIG. 132  is a plan view enlarged demonstration  352  of the E 3 Lumber Method E-Panel Method. In addition, or alternately, profile views of E-Panel inside corner trim E-Lengths titled E-Panel Inside Corner Trims. For the sake of brevity  FIG. 132  is an example of  FIG. 128  to  FIG. 131 .  FIG. 132  is comprised of five profiles  254  to  258  demonstrating various examples of inside corner profiles view of some of the E-Panel Inside Corner Trims numerous profiles available. Within plan view  352 ,  FIG. 132 . Demonstrates  FIG. 132  use within inventions E-Panel Method  FIG. 128  use. Note relief  251  is shortened to accommodate  254  to  258  and use or adoption or conversion to E-Panel Method requires elimination of all reliefs  250  and  251  but is practical with a size variation not shown. Plan view  352  is an enlarged example of fitment and arrangement of  FIG. 128  and a few of its varying configurations. As illustrated E-Panel  FIG. 128  end-to-end abutment  246  and  247 ; Typical, E-Panel inside corner abutment  352 : E-California Corner Block  FIG. 7  and E-Plate  FIG. 30  and E-Doublets  FIG. 75 , forming Western corner abutment to demonstrate E-Panel  FIG. 128  inside corner  352  and  254 - 258  variations; E-Panel relief  250 ; E-Panel compression coupling  249  and compression coupling  FIG. 4  on E-Length  FIG. 2 . See  FIG. 1 ,  FIG. 128  to  FIG. 136 , and  FIG. 150  to  FIG. 151  for further exhibits and details. 
       FIG. 133  shows profile views  259  to  262  of the E 3 Lumber Method E-Panel Method. In addition, or alternately, the profile views depict variations of E-Panel outside corner E-Lengths titled E-Panel Outside Corner Lengths. For the sake of brevity  FIG. 133  is an example of  FIG. 128  to  FIG. 132 .  FIG. 133  is comprised of four profiles  259 - 262  with each demonstrating various examples of  FIG. 133  profiles available to invention. As illustrated, E-Panel  FIG. 128  end-to-end abutment male joinery  246  is incorporated in all views to demonstrate rounding a framed corner or continuing an E-Panel run around a 90-degree corner with E-Panel  FIG. 128  using the  FIG. 133  apparatus. Also demonstrated, relief clearance to apply  FIG. 133  to  FIG. 2  via  FIG. 133  reliefs as demonstrated in  FIG. 134 . In addition, see  FIG. 1 ,  FIG. 128  to  FIG. 136 , and  FIG. 150  to  FIG. 151  for further exhibits and details. 
       FIG. 134  is a plan view enlarged demonstration of the E 3 Lumber Method E-Panel Method  FIG. 128  to  FIG. 133 . For the sake of brevity  FIG. 134  is an example of  FIG. 128  to  FIG. 133 .  FIG. 134  is comprised of  260  demonstrating an example of an E-Framing outside corner profile; E-Panel Method  FIG. 128  end to  FIG. 133  abutment or coupling  246  and  247  on terminating end of E-Panel; E-California Corner Block  17  and E-Plate  FIG. 30  variations couple for wall framing at 90-degrees or a corner as opposed to  352  where variation  FIG. 7  and  FIG. 30  perform a perpendicular wall framing abutment reinforced by E-Doublets  FIG. 75 ; couple to form a Western corner abutment and demonstrate E-Panel  FIG. 128  to outside ninety-degree corner  FIG. 133  variations. See  FIG. 1 ,  FIG. 128  to FIG.  136 , and  FIG. 150  to  FIG. 151  for further exhibits and details. 
       FIG. 135  is a plan view enlarged demonstration of the E 3 Lumber Method E-Panel Method  FIG. 128  to  FIG. 134 . For the sake of brevity  FIG. 135  is an example of  FIG. 128  to  FIG. 134 .  FIG. 135  is comprised of an example of an E-Framing outside 180-degree corner and E-Length profile  264 ,  FIG. 30 ,  FIG. 75 , and  FIG. 2  comprise wall framing assembly; E-Panel  FIG. 128  Method end-to-end abutment or coupling to  246  and  247  on beginning run of E-Panels both sides of wall framing; located on  FIG. 136  are male protrusions  249  to couple with  FIG. 4  to conceal fasten method. See  FIG. 1 ,  FIG. 128  to  FIG. 136 , and  FIG. 150  to  FIG. 151  for further exhibits and details. 
       FIG. 136  features four profile views  263 - 266  as enlarged that demonstration the E 3 Lumber Method E-Panel Method E-Lengths titled E-Panel End Cap, E-Panel 180-Degree Cap. For the sake of brevity  FIG. 136  is an example of  FIG. 128  to  FIG. 135 .  FIG. 136  is comprised: E-Panel  FIG. 128  Method end-to-end abutment or coupling to  246  and  247  on the beginning run of E-Panels  FIG. 135 ; male protrusion  249  each end of  FIG. 136  to couple with  FIG. 4 . See  FIG. 1 ,  FIG. 128  to  FIG. 136 , and  FIG. 150  to  FIG. 151  for further exhibits and details. 
       FIG. 137  shows eleven profile views of the invention&#39;s proprietary sheet materials with their more common names and acronym&#39;s, demonstrated in thicknesses for use later in details and with the actual invention&#39;s mixture as proprietary and as defined in the beginning of detailed descriptions.  FIG. 137  illustrates: Annealed High-Density Fiberboard or High-Density Fiberboard generically referred to as HDF, in various thickness  271  to  274 . Also demonstrated is Orientated Strand Board generically referred to as OSB in various thickness  267  to  270 . Also demonstrated are hybrid combinations thereof  275  to  277 .  FIG. 137  is not intended to limit the invention&#39;s scope to these two materials; however, as of this writing; these are the inventions known materials after modification of mixtures, etc. See proprietary materials definition. 
       FIG. 138  shows ten profile views  267  to  277  and enlarged profile view  280  as  288  of some of the invention&#39;s proprietary sheet hybrid stratified materials made from material in  FIG. 137 . As depicted stratified  278  to  288  into various configurations and thickness based on load, strength, rigidity, or permeability requirements of the invention&#39;s plurality of apparatuses strength, shapes, or usefulness.  FIG. 138  further demonstrates sheet material types and various thicknesses to maintain invention&#39;s continuity of sizing. Furthermore, it demonstrates plurality of stratifications or stratification combinations possible when using the invention&#39;s methods.  FIG. 138  is not intended to limit the invention&#39;s stratification or tier combinations or the material or sheet material  FIG. 137  composition available to the invention. 
       FIG. 139  shows five profile views of the invention&#39;s proprietary sheet materials  FIG. 137  stratified  FIG. 138  into examples of known configurations based on load, strength, rigidity, or permeability requirements of the invention&#39;s plurality of apparatuses strength and shape constraints.  FIG. 139  demonstrates further  FIG. 137  to  FIG. 138  examples and or variation available to invention. As demonstrated,  FIG. 139  the E-Plate  FIG. 29  and  FIG. 30  is shown in five various stratifications and material arrangements. Demonstrating the invention&#39;s proprietary sheet materials as formed or machined into E-Plate  FIG. 29  to  FIG. 30  specifically for differing constraints. E-Plate serves as both upper or lower wall framing plate in the E-Framing Method. 
       FIG. 140 . shows an end view of one of the invention&#39;s I-shaped lengths, the E-Stud  FIG. 3 . This view demonstrates a typical to the invention end capped E-Stud or E-Length end view or profile demonstrating flange  2 ; web  3 ; end cap  FIG. 5  for demonstrating  289 . Supplementally, substitution of  FIG. 5  E-Cap for mirrored  FIG. 75  E-Doublet web fillers creates E-Stud Method version of E-Stud Plate  69   FIG. 30  as  69 . 
       FIG. 141  is a continuation of  FIG. 140  and offers four end views as cut-a-way one half of full profile views of  FIG. 2  or  FIG. 140  of one of the invention&#39;s I-shaped lengths with End Block or end flange aka E-Cap removed to show webbing to flange joinery.  FIG. 141  illustrates joinery that fully encompasses the web  3  at a 360-degree internal to web edges and flange  2 . Illustration  289  further depicts an alternate variation of web to flange joinery and is composed of the invention&#39;s novel semi-flexible adhesive pockets  291  and semi-flexible adhesive weld  292  that makes the invention&#39;s E-Stud Methods compatible to dissimilar expansion and contraction found in lumber and other building materials which is known in the arts as creep. Thus, the E-Stud as an apparatus and as a Method is creep tolerant. In addition, or alternately, joinery illustrations  290 ,  293  and  294  as remaining three profile views depict variations used in situations that warrant improved web to flange yield or adhesive type compatibility. In example: an E-Length is assembled with higher viscosity waterproof adhesive and/or E-Framing use in highly seismic conditions. All three illustrations demonstrate locking or keyed joinery available to invention&#39;s methods. Whereas  293  also demonstrates an adhesive weld and pocket  289  making this variation available to the E-Stud Method. 
       FIG. 142  demonstrates size and three profiles of assemblies  295  and nine profiles of flanges  296  in examples of flange  2  variations using  FIG. 139 &#39;s examples of stratifications of  FIG. 138  materials. Illustration serves as profile views of the invention&#39;s proprietary sheet materials stratified into an example for webbing  3  and flanges  2  of typical I-shaped apparatuses based on deferring load, strength, rigidity, or permeability requirements of the invention. This example of stratification in webbing and flanges serves to demonstrate the plurality of combinations possible using the proprietary sheet materials in  FIG. 137  and is not intended to limit the invention&#39;s stratification or tier combinations or the material or sheet material composition available to the invention&#39;s flange or webbing construction. 
     Still referring to  FIG. 42 , end flange abutment joinery is depicted in plan view  298  and profile  297  as fixed to an E-Stud  FIG. 3  in its modular formed end capped  FIG. 5  version see  FIG. 156 . Note webbing  3  couples. 
       FIG. 143  is a perspective view of the E 3 Lumber Method E-Framing Method E-Length titled E-Coffer Joist and its corresponding E-Connectors titled E-Coffer Max On-Center as shown in  300  and  302  and E-Coffer Minor On-Center  301 . E-Length  FIG. 143  provides notched 90-degree on interval or on-center receiving partially through its height or girth to a matched but inverted  FIG. 143  partially through its height or girth  303 .  FIG. 143  is joined by pre-installed, web stiffening E-Connector variations demonstrated by enlarged  300  to  301 . The higher force resistance  300  provides flush filled E-Length web channels  FIG. 143  both sides of E-Length and diametrically opposed fasteners both common fasteners and  FIG. 121  to  FIG. 125  that penetrate webbing sandwiched in between sets of  300  or  301  and is ultimately coupled at 90-degrees by pre-engineered discipline with another inverted set of  300  or  301  at each coffer or notch location  303 . Process is repeated at each  FIG. 143  coupling point  303  for upper  304  and lower  305  until  FIG. 144  is accomplished.  306  demonstrates E-Length removed assembly of  302 .  301  demonstrates the less robust E-Coffer-Connector for less force induced requirements.  301  also demonstrates  FIG. 121  to  FIG. 125  E-Clamp-to-Center optional use. 
       FIG. 144  is a perspective view of E-Framing Method&#39;s E-Coffered Truss made from  FIG. 143  apparatuses. Thus, demonstrating the invention&#39;s novel feature as a diaphragm truss or diaphragm joist assembly, coffered truss or otherwise. As depicted, upper  304  E-Coffer Joist  FIG. 143  and lower  305  E-Coffer Joist  FIG. 143 .  FIG. 143 &#39;s E-Coffer Max On-Center and E-Coffer Minor On-Center, E-Connectors and web stiffeners are not depicted for clarity. Used to form floors, ceiling, roofs, decks, or other span and clearance framing. Works in Cross Datum Method, compatible with E-Bridging. 
       FIG. 145  is a cut away and transparent perspective view of the E 3 Lumber Method E-Intermediate-Flange and Web Stiffeners titled follows: E-Intermediate Double Header  307 , E-Intermediate Single Block  308 , E-Intermediate Double Inset Blocking  309 , and E-Intermediate Horizontal Header  310 .  FIG. 145  is factory installed to replace or substitute E-Length webbing by alteration of webbing length  3 . In addition,  FIG. 145  creates an intermediate supporting stiffener or flange  2  reinforcement while providing accommodation for peripheral coupling between E-Length installs.  FIG. 145  flange&#39;s  6  accept, fully envelope, or otherwise mate E-Length webbing  3  and E-Blocking webbing  3  and/or E-Blocking flanges  2  to provide diametrically opposed fastener planes to coupled peripherals, E-Length  FIG. 2  and E-Blocking  FIG. 12  and  FIG. 13 , and load or force adjustment relocation of E-Length moment or stress strain relationship to assembly used within diaphragm installation with E-Blocking  FIG. 12  and  FIG. 13 . Also provides for the invention&#39;s novel E-Continuous Header installation  FIG. 31  and  FIG. 52  to simplify the designing or framing of buildings or structures. As depicted, apparatus web extension  312  to couple with E-Length flange  2  groove  6 . 
     Still referring to  FIG. 145  as illustrated:  310  demonstrates horizontal, ported, or chase E-Blocking  FIG. 13  intended for top-down loose insulation fill. In addition or alternately, forms a single horizontal continuous header  FIG. 52 , sill  FIG. 37 , or intermediate blocking  FIG. 12  and  FIG. 13 ;  309  provides double blocking  FIG. 12  inset to wall framing face for use with E-Panels  FIG. 128  and or continuous header  FIG. 31 ,  FIG. 147 , sill  FIG. 37  or intermediate blocking  FIG. 12 ,  FIG. 13 ;  308  basic variation demonstrates vertical E-Blocking  FIG. 12  intended for top-down loose insulation fill, ease of chase access, simplification of apparatus category and installation. In addition, or alternately, forms intermediate single vertical diaphragm with E-Bocking  FIG. 12 ; demonstrates vertical, non-ported E-Blocking  FIG. 12 &#39;s use for top-down loose insulation fill.  310  provides double blocking  FIG. 12  connection like  FIG. 50  for use with E-Panel  FIG. 128  and or continuous header  FIG. 31 ,  FIG. 147 , sill  FIG. 37 , or intermediate blocking  FIG. 12 .  FIG. 13  also demonstrate variation of coupling to webbing as apparatus is installed on top or bottom of E-Length, whereas  312  is flush to top of illustration and  6  accommodates E-Length webbing as  FIG. 2  and  FIG. 3  also show. 
       FIG. 146  is a perspective view and example of E-Stud Method and depicts:  FIG. 5 &#39;s E-Caps,  FIG. 3  E-Studs,  308  Intermediate Single Block,  FIG. 13  vertical E-Blocking with chase. As demonstrated, four of the numerous variations of E-Caps  9 ,  11 ,  FIGS. 5 .C, and  13  are installed on E-Lengths  FIG. 3  between lumber plates a sole plate  314  lower and a double upper plate  314 . Also demonstrated is an E-Block  26  with twin chase reliefs coupled between two E-Intermediate Flange Web Stiffeners  308 . 
       FIG. 147  a perspective view and example of the invention&#39;s novel Continuous Header and variations of coupling connectors and intermediates. As demonstrated: three vertical E-Lengths coupled to lumber sole plate as E-Studs by  FIG. 5  and then terminate as E-Lengths into the invention&#39;s continuous header  FIG. 31  and  FIG. 147 . As depicted,  FIG. 147  demonstrates further plurality of variations to invention, specifically demonstrated in  308 ,  309  and E-Blocks  FIG. 49  to  FIG. 50 . As illustrated: variation of Double header  FIG. 31  as  319  formed and coupled by E-Hips connector  FIG. 97  variation from  FIG. 97 , E-Stud  FIG. 3  coupling relief  318 ; couples opposite  FIG. 97 , enlarged view of  309  demonstrates four examples of same apparatus in scope; in example of an E-Intermediate Flange  309  with its left side as standard configuration and right side an inset E-Blocking arrangement. Further left, altogether different arrangement with variation of  FIG. 50  modified  318  relief install height shortened to work with E-Stud accomplishing same; to left again modified  FIG. 49  accomplishes single horizontal continuous header  FIG. 32  between two E-Studs. 
     Still referring to  FIG. 147 . Below and center of E-Studs  FIG. 3  are examples of mid-blocking or diaphragm blocking  FIG. 12 . From the left is a standard, add-in E-Connector  FIG. 49  holding an insulation or wire chase ported E-Block  FIG. 12 . Center of  FIG. 147  example of an E-Intermediate Flange Web Stiffener  308  holding E-Blocking  FIG. 12  vertically and centered between an E-Stud and E-Length. On the far right centered is an add-in E-Connector  308  demonstrating clamp-to-center fastener variation holding the left termination of vertical E-Blocking  FIG. 12 . Below center on right and center  315  are modified  FIG. 2 &#39;s demonstrating a paired elongated chase relief for plumbing runs requiring dropped elevation difference drains or otherwise. Bottom  FIG. 147  demonstrates  320  E-Tool used to maintain on-centers of vertical E-Stud installs. 
       FIG. 148  features two perspective views of E-Tools that maintain on-centers when lumber plates are used with E-Studs to form vertical wall framing E-Studs do not require E-Plate use.  320  is a leave in place or removable example, while  321  is a reusable fixture type example. Both couple one E-Stud edge to another to maintain on-center discipline, required to use E-Panel on both sole lower and upper plates. 
       FIG. 149  is a transparent upper part of view perspective view example of the E-Stud Method. Depicted, E-Studs installed with powder actuated fasteners or other means through  FIG. 5  E-Cap installed  323  and as isolated  325  depicting fastener use area  324 . Assembly, or framing method demonstrated is known in the arts as partition framing with or without upper and lower plates.  FIG. 149  is demonstrated as a partition framed wall in between two concrete floors  322 . Also shown is E-Tool  320  used to maintain installation centers, various previously depicted E-Blocks  FIG. 12 , and variations thereof in  308  as in  FIG. 148 . Note: shims to adjust installed height, placed under E-Studs, are not shown. In addition, or alternatively, E-Lengths  FIG. 2  with  FIG. 5  elongated  6  and secured after final placement on one end of E-Length to allow adjustment of E-Length vertically for imperfections of surface attachment point also substitute E-Stud and under shim use. E-Length&#39;s make-up would have to be calibrated for contact of dissimilar material and creep. 
       FIG. 150  is an elevation view of the machined or formed reverse side opposite face of an E-Panel in vertical orientation.  FIG. 150  is supplemental to  FIG. 130  to  FIG. 136 , specifically  FIG. 130 .  FIG. 150  displays versatility of the invention&#39;s machined or formed processes to mate E-Panels with E-Lengths for finish out or dry-in of structures. Depicted is a room height less ceiling decking thickness or not and as sheet stock or panel is taller in height than width; thus, E-Panel depicted will form vertical seams on walls where two E-Panels couple as opposed to horizontal depicted in  FIG. 130 . In addition, or alternately, demonstrated additional upper reliefs  251  for vertically stacked continuous headers  FIG. 31  or other E-Panel to E-Framing clearance requirements. In example, high rise structures requiring a  FIG. 4  flange variation of a E 2 Beam  FIG. 17  with  2  occupying  FIG. 150 &#39;s upper four  251  reliefs. 
       FIG. 151  a plan view of the inventions E-Lengths mating to E-Panels.  FIG. 151  is supplemental to  FIG. 130  to  FIG. 136 , specifically  FIG. 132  to  FIG. 136  as further demonstration of E-Panel Method. 
       FIG. 152  features views in profile sectional views of the E-Bridging Method to further demonstrate the stacking and coupling of E-Lengths  FIG. 2 ,  FIG. 17  with E-Bridging Connectors  FIG. 65  to  FIG. 74 . Illustrated are generic examples of the plurality of variations available to the invention&#39;s methods. E-Bridging Connectors are limitless in configuration by length, width, height, shape, or composition in forming spanning assemblies by altering basic shapes and their abilities to the invention&#39;s basic form with E-Bridging Connectors into accommodation to a desired force resistance, desired deflection equivalent to load, and within any desired span. 
       FIG. 153  shows an elevation view  334 , top of page, demonstrating E-Truss Method with a typical to the arts roof truss and to the invention an E-Truss.  FIG. 153  is further defined in  FIG. 153A . As a consolidated and enlarged sectional. 
       FIG. 153A  is an enlarged consolidated illustration of  FIG. 153 . Enlarged  FIG. 153A  demonstrates basic variations available to differing roof pitches, couplings, and placements of the novel E-Truss Connectors  FIG. 109  to  FIG. 120 . As illustrated, an example E-Truss formed with E-Lengths  FIG. 2  and a plurality of E-Truss Connectors  FIG. 109  to  FIG. 120 . E-Truss connectors eliminate off site truss fabrication and waste by using standardized E-Lengths, inventions Cross Datum Construction and Bridging Methods. 
       FIG. 154  shows views of some of the fastener couplings within invention&#39;s scope. As illustrated: cut-a-way elevation and perspective view  329  illustrate  FIG. 122  as an application of coupling two back-to-back opposing sides of E-Length  FIG. 2  webbing  3  and  FIG. 50  E-Connectors through E-Length  FIG. 2 , web  3 , and  FIG. 50  twice through common bore  1  with invention&#39;s fastener  FIG. 122  and above  329  also, double lumber header  314  with common fasteners  16   d  nails and random fastener end nailing plate to E-Stud E-Cap  FIG. 5  through lower plate  FIG. 146.1 .  329  is also illustrated to the right as  330  with these variations: invention&#39;s fastener  FIG. 123  is substituted for  FIG. 122  and E-Stud  FIG. 3  is toe-nailed with  12   d  ring shank nails to secure it to  FIG. 146.1 ;  329  is also illustrated below as  328  with these variations: inventions fastener is substituted for common fasteners nails or screws or otherwise E-Stud  FIG. 3  is end-nailed with  16   d  nails to secure it to single  314  as sole plate and E-Blocking  FIG. 12  is coupled through flange  2  and web  3  face;  328  is also illustrated to right as  331  with these variations:  16   d  common fastener is substituted for  12   d  common fasteners nails or screws or otherwise and E-Stud  FIG. 3  is toe-nailed it to single  314  as sole plate. Also, variation of common fasteners used to couple  FIG. 50 ;  331  is also illustrated as  332  with these variations: common fasteners substituted with the invention&#39;s fastener  FIG. 123 , E-Stud  FIG. 3  is substituted with E-Length  FIG. 2 , and E-Blocks  FIG. 12  are coupled to  FIG. 50  with adhesive then stapled, as common fasteners, to perform clamping for adhesive to set-up or dry;  332  is also illustrated below as  333  with these variations: common fasteners substitute the inventions fastener  FIG. 123 , E-Blocks  FIG. 12  are coupled to  FIG. 50  with common fasteners, E-Plate  FIG. 29  to  FIG. 30  is shown with common fasteners  12   d  coupling flange  2  and  12   d  web placed twice into  FIG. 29  to  FIG. 30  coupling web  3  to  FIG. 29  to  FIG. 30  as a sole plate. 
     Still referring to  FIG. 154 . An enlarged sectional view  326  of profile  328  demonstrates lumber as plate  314 , E-Stud  FIG. 3  with E-Cap  FIG. 5  secured to  314  coupled with two typical to the arts ring shank or otherwise performing an end nail through  314  into  FIG. 5 . In addition, and as a rule to the invention, HDF punctures during fastener application and is commonly referred to as fastener blow-out, as opposed to lumber&#39;s splitting by grain separation during the same type of fastener application. Thus,  327  demonstrates novel to the invention proprietary HDF material a higher density and hardness than OSB  273  that is backed compositely by a proprietary OSB material a less dense or hardness to HDF  268 . Hence, combining the two materials with correct adhesive and pressure forms the invention&#39;s common fastener lock ring and results in an easy to apply fastener that is highly resistant to yield. 
       FIG. 155  demonstrates a reinforced E-Length  FIG. 2  and  FIG. 3  in one of two assembly methods. By incorporating  336  and  340  left and right compressing or clamping jaw assembly  339  and  342  with floating spacer block  337  and alignment pin  338  through E-Length webbing  1  to form flange adhesive pocket  341  during drying process for E-Stud  FIG. 3  style E-Length is maintained as is the width or depth dimension of the finished E-Length.  FIG. 155  can be substituted with indexing conveyor or live deck wedge type compression clamping within the respective manufacturing process but generally E-Length apparatus assembly with spacer block  337  and alignment pin  338  is required for E-Stud production due to adhesive open, alignment, and working times. Just as well, robotic, human, or mechanical apparatus feeding and the art of applying correct adhesive amounts to individual apparatuses is second nature to the actual clamping mechanism controlling the finished assemblies sizing and web placement during adhesive dry time. This is due to contractions and expansions due to hydrostatic pressures exertion in both linear and nonlinear planes along with possible deformation of webbing  3  shown as  271 ,  273 , 1 . 
       FIG. 156  demonstrates manufacturing method for forming E-Length.  FIG. 156C , the lower forming plate; or alternately, a two section lower forming plate  345 ,  346  that aids in removal of finished product by mechanically separating is overfilled with a sized according to need biomass solid, that is treated with a bonding compound as an adhesive or resin.  343 , the upper pressure plate then encases lower forming plates filled channels  347  as pressure and or heat is applied to one or both plates in opposition to other. Thus, compressing biomass treated solid into lower forming plate  345  internal channeled shape  347 . As result  344 , as press formed pre machined bonded material in form and shape of pressure mold after duration of pressure and or heat after separating  345 ,  346  from  343 .  344  is then machined to final sizing as  FIG. 137-138  material or fabrication. 
     Still Referring to  FIG. 156 , alternately,  272  composite sheets may be machined to a certain size and prepositioned between  343  and  345  to sandwich or encompass biomass fill required to form component  344 . Thus, producing a no additional machining required press formed composite fabrication. 
     Still Referring to  FIG. 156 , apparatuses are used to form pressed sectional apparatuses  344  that can be end matched for abutment and coupling to other  344  for additional length.