TECHNICAL FIELD

[0001] The present invention relates primarily to a new and improved building envelope systems, and more particularly it relates to the building envelope systems which improve performances of the wall assembly including significantly increased speed of assembly of everything from framing through faqade installation.

BACKGROUND ART

[0002] Traditional sheathing materials and weather barriers are not quite efficient to provide good thermal and acoustic performance, and significant weatherproofing of wall assemblies.

[0003] Hence, there is a significant need and void in the market to invent complete Building Envelope Systems which improve performances of the wall assembly including significantly increased speed of assembly of everything from framing through faqadc installation by combining Division 5 and Division 7 work into one process which results in mass reduction of materials used including elimination of most mechanical fasteners, lighter weight, better thermal, greatly increased weather-proofing of wall assemblies as well as between wall sections when pre-fabricated, no weather-barrier penetrations, greater planarity between pre-fabricated wall sections both in assembly and in installation onto buildings, less risk shipping pre-fabricated wall sections, ability for use in stick-built and prefabricated wall assemblies, full adjustability to plane and level walls is made for stick-built applications for improved wall planarity, consistency in faqade mounting regardless of faqade material type, and increased structural by means of combining former components into single components for better axial and bend strengths.

[0004] Each of these improvements would be notable advancements in these fields.

SUMMARY OFINVENTION

[0005] In accordance with the present application, novel and useful Building Envelope Systems is herein provided which includes new products and methods of manufacture, fabrication and installation including a new framing member which replaces traditional studs, replaces Continuous Reinforcing Channels (CRC) and their attachment clips, eliminates sheathing fasteners, and replaces sub-framing by providing their attributes into a single structural component which also supports exterior insulation. A new sheathing product will replace traditional sheathing such as fiberglass-

SUBSTITUTE SHEET (RULE 26) faced gypsum and all mechanical fasteners to install them, and will replace weather-proofing membranes such as peel-and-stick or fluid applied by providing their combined attributes into a single structural component. A minimal amount of adhesive is used to eliminate almost all mechanical fasteners. New head and sill tracks will replace traditional framing tracks, and replace at least in part, much of the flashing materials used. A new product and method for installing prefabricated wall sections onto buildings which doesn’t penetrate the structural head track.

[0006] Established products and manufacturing processes including Fiber Reinforced Plastics (FRP) products and processes will be used to make the new structural framing, sub-framing and sheathing component. FRP will also be used to make the new combined sheathing and weather-proofing component. In addition, FRP will be used to make the new combined head/sill tracks and flashing components. Fibers used in the FRP process may vary depending on project requirements to include fibers such as glass, Kevlar, basalt and carbon. Example, for thermal performance glass fibers may be used, but for ballistic performance Kevlar fibers may be used.

[0007] These new products’ use of FRP’s to create complete building framing and sheathing, as well as the elimination of most mechanical fasteners, will provide for extreme thermal efficiency which will translate to lower operating costs for the life of the building. The use of certain adhesives along with FRP’s are also anticipated to help reduce vibration for better acoustic dampening/deadening performance.

[0008] Facades including many types of cladding materials may be used somewhat interchangeably when face-fastened. Cladding such as Metal Composite Materials, fiber-cements, phenolics, metal sheet and plate, and single-skin roll-formed products do not have to change their installation process to help eliminate variability in their installation speeds.

[0009] Metal supports will be used minimally for occasions when additional pull-out strength is needed such as for fastening cladding to the new FRP framing member. These metal supports may be made of a material such as galvanized steel which may be cut on a shear and bent on a brake press. These components may then be installed into the new framing member by means of sliding the steel into the FRP which will friction-fit into its final position when fully installed with or without adhesives used for additional holding strength.

[0010] The new FRP head and sill tracks as well as the new FRP framing members are made to encompass the new FRP sheathing/weather barrier. This encompassing, along with adhesives used

SUBSTITUTE SHEET (RULE 26) on the full perimeter of the sheathing/weather barrier, will provide a water-proof wall, roof, floor, soffit or other structural building system.

[0011] Rubber-like seals will be used as a continuous head track seal to not allow water to gain access between prefabricated wall sections mounted to a building in curtainwall fashion. This material will be made of a material such as extruded rubber silicone or neoprene. They will be shaped to partially or fully cover flanges, webs, insulation, and other seals, and may have insulation injected inside its hollow openings to better seal and insulate. This seal may be adhered, frictionally fit, and/or be mechanically fastened to other materials to positionally hold in in place until the wall panels are installed which will then permanently hold them in place. The seal may have one or more sides having an incline plane to shed water, to allow for a premium shape when axial, lateral or bend pressures are applied, and will help hold adjacently placed insulation in place, pinching it between the seal and another surface.

[0012] It may be apparent that novel and useful Building Envelope Systems has been hereinabove described which will work and be used in a manner not consistent with conventional products and methods to provide great improvements in many facets of the manufacturing, assembly, installation, and overall performance of complete building envelope systems.

[0013] It is therefore an object of the present application to provide Building Envelope Systems which are lighter, stronger, easier, and less expensive to manufacture compared to traditional practices.

[0014] It’s another object to provide a single structural member which replaces traditional studs, sub-girt framing systems and sheathing fasteners and most of their associated installation labor.

[0015] It’s another object to provide a single sheathing component which replaces traditional sheathing and weatherproofing as well as most of their associated installation labor.

[0016] It’s another object to provide head and sill tracks which incorporate the full or partial shape of commonly used metal flashings. Metal flashings such as those used for window openings and wall enclosures may be made much smaller and adhesively attached to parts of the head and sill tracks. By attaching these smaller adhesively applied metal flashings to the FRP head and sill tracks, the flashings will be much easier to keep a straight-looking appearance, whereas traditional flashings tend to bend with the installation of each mechanical fastener because they warp the

SUBSTITUTE SHEET (RULE 26) flashings when torqued down.

[0017] It’s another object to provide universal structural members with built-in cavities which allow sheathing, rubber gaskets, inside and outside structural FRP corners and other materials to be inserted into to provide a means to quickly and easily attach many different materials to each other without use of additional materials and labor.

[0018] It’s an object of this application that all parts and components may be manufactured with additional holes, bends, knurling, and punching, as well as the addition of different or multiple adhesives for use in all locations for the purpose of structural, thermal, acoustic, weather-proofing and other improved performances, including the use of mechanical fasteners, built-in anti-rotation mechanisms and other features which don’t depart from the spirit of this application.

[0019] It is another object to incorporate a new prefabricated wall panel to wall panel installation means when mounting fully assembled wall panels onto building super-structures.

[0020] Another object is to provide head and sill tracks which have built-in drainage, where exposed or required, at a minimum of 2% slope.

[0021] Another object is to provide sloped entrances for steel inserts to “snap” into position so that smaller segments may be used instead of full-length, or to simplify the installation process of the steel into the FRP, whether installed with or without adhesives.

[0022] Another object is to provide steel angles or other shapes which are snapped into the FRP which allows other sub-framing such as steel angles to be attached to increase the length of the subframing for aesthetic or planarity purposes.

[0023] Another object is to provide multiple locations where the new sheathing and or strips of the new sheathing may be installed into the new structural framing in multiple locations in order to “box” the structural framing together to increase the rigidity between two studs or within a complete wall assembly. Reference the “H” slots on one end and in an intermediate location within the new structural framing member.

[0024] Another object is to provide a new structural framing member which uses segmented webs, whether “I-shaped”, “L” shaped, box-shaped, or other to reduce cost and weight.

SUBSTITUTE SHEET (RULE 26) [0025] Another object is to provide “snap-in” sub-framing to framing connections on both sides of the framing to increase structural composite loads, allow for easy dimensional changes, provide a means to connect two separate wall sections together by using sub-framing with snap-in attachments on two or more sides.

[0026] Another object is to provide inside and outside comer assemblies which are easy to install into flat wall assemblies.

[0027] This invention possesses other objects or advantages especially as concerning characteristics and features thereof which will become apparent as the specification continues.

BRIEF DESCRIPTION DRAWINGS

[0028] The foregoing summary, as well as the following detailed description of the invention, is better understood when read in conjunction with the appended drawings. For the purpose of illustrating the invention, exemplary constructions of the invention are shown in the drawings. However, the invention is not limited to the specific structures disclosed herein. The description of a structure referenced by a numeral in a drawing is applicable to the description of that structure shown by that same numeral in any subsequent drawing herein.

[0029] Fig. 1 is an isometric section view of a new structural framing member.

[0030] Fig. 2 is an isometric section view of a new structural framing member with steel inserts being snapped into position with and without adhesives.

[0031] Fig. 3 is an isometric section view of the structural framing member.

[0032] Fig. 4 is an isometric elevation view of the preferred embodiment of the new structural framing member.

[0033] Fig. 5 is an isometric elevation view of a variation of the new structural framing member with segmented webs which snap-into the adjacent structural framing members.

[0034] Fig. 6 shows an isometric elevation view of a variation of the new structural framing member which has a snap-in sub-framing assembly with adhesive to both structurally support the connecting frames, but also to help eliminate vibration (noise) with flexible adhesive use.

[0035] Fig. 7 shows isometric elevation cross-section of a variation of the new structural framing

SUBSTITUTE SHEET (RULE 26) member which provides a means for one or more sub-framing components to be snapped into it from more than one side.

[0036] Fig. 8 shows an isometric section view of a head and sill framing tracks.

[0037] Fig. 9 shows an isometric section view of the continuous head-seal with insulation trapped between it and the head track.

[0038] Fig. 9B shows an isometric section view of the preferred head track as if it’s compressing the insulation and head-seal between it and the preferred sill framing track, with the head and sill framing tracks having self-alignment capability and the ability to move when seismic and other live loads are applied.

[0039] Fig. 10 shows an isometric elevation view of two sill framing tracks being used to create a box-header having two pieces of new sheathing/weather barrier adhesively adhered in the slots of the sill tracks.

[0040] Fig. 11 shows an isometric elevation view of a two-piece hole cover which has each side adhesively applied to each side of an aperture in FRP structures of this invention to increase the structural strength of the FRP as well as to provide smooth surfaces for conductors and other hardware to pass through with minimal resistance.

[0041] Fig 12 shows an isometric section view of an outside corner assembly.

[0042] Fig 13 shows an isometric section view of a variation of the outside corner assembly.

[0043] Fig. 14 shows an isometric section view of the preferred embodiment of an outside comer assembly.

[0044] Fig. 15 shows an isometric variation of an inside comer assembly.

[0045] Fig. 16 shows an isometric preferred embodiment of an inside comer assembly.

[0046] Fig. 17 shows an isometric elevation view of the new sheathing/weather barrier being installed into the new structural framing members using adhesives in the slots of the new structural framing members.

[0047] Fig. 18 shows an isometric elevation view of the assembled components of Fig. 17.

[0048] Fig. 19 shows an elevation isometric view of a head track being installed onto the assembled components of Fig. 18.

[0049] Fig. 20 shows an elevation isometric view of the installed head track of Fig. 19.

SUBSTITUTE SHEET (RULE 26) [0050] Fig. 21 shows an elevation isometric view of a sill track being installed onto the assembled components of Fig 20.

[0051] Fig. 22 shows an elevation isometric view of the installed sill track of Fig. 21 .

[0052] Fig. 23 shows an elevation isometric view of insulation being installed into the assembled components of Fig. 22.

[0053] Fig 24 shows an elevation isometric view of the installed insulation of Fig. 23.

[0054] Fig. 25 shows an elevation isometric view of a side-seal being installed on the assembled components of Fig. 24.

[0055] Fig. 26 shows an elevation isometric view of the installed side-flashing of Fig. 25.

[0056] Fig. 27 shows an isometric elevation view of three of the assembled wall panels of Fig. 25 mounted together side-by-side with a facade material face-fastened to the sub-framing portion of each of the wall assemblies. T-shaped side-seals are used to seal between each panel’s jambs when the wall panels are compressed together.

[0057] Fig. 28 shows an isometric elevation view of three of the assembled wall panels with window assemblies installed and having insulated head-seals compressed between each stacked wall panel to seal and insulate between them. Because the head-seals are continuous they seal each 4-way intersection for continuous waterproofing.

[0058] Fig. 29 shows an isometric elevation view of nine wall panels assembled in all directions, sealed between them with compressed side-seals and head-seals. Because the side-seals may be insulated between the new structural framing members once the wall panels are installed onto the building, continuous insulation is achieved for the entire wall assembly.

[0059] Fig. 30 shows an isometric elevation view of a new panel hoisting system.

[0060] Fig. 31 shows an isometric elevation view of the components of the new panel hoisting system.

[0061] Fig. 32 shows a close-up isometric elevation view of the new panel hoisting system.

[0062] Fig. 33 shows a close-up isometric elevation view of the opposite side of the new panel hoisting system.

[0063] For a better understanding of the invention of this application, reference is made to the following detailed description of the preferred embodiments thereof which should be referenced to

SUBSTITUTE SHEET (RULE 26) the prior described drawings.

DESCRIPTION OF EMBODIMENTS

[0064] Various aspects of the present application will evolve from the following detailed description of the preferred embodiments thereof which should be taken in conjunction with the prior described drawings.

[0065] Before explaining the present invention in detail, it is to be understood that the invention is not limited in its application to the details of the construction and arrangement of parts illustrated in the accompanying drawings. The invention is capable of other embodiments, as depicted in different figures as described above and of being practiced or conducted in a variety of ways. It is to be understood that the phraseology and terminology employed herein is for the purpose of description and not of limitation.

[0066] It should be understood that an embodiment is an example of a possible implementation of any features and/or elements presented in the attached claims. Some embodiments have been described for the purpose of illuminating one or more of the potential ways in which the specific features and/or elements of the attached claims fulfil the requirements of uniqueness, utility and non-obviousness.

[0067] It is to be understood that the term "comprises" and grammatical equivalents thereof are used herein to mean that other components, ingredients, steps, etc. are optionally present. For example, an article "comprising" (or "which comprises") components A, B, and C can consist of (i.e., contain only) components A, B, and C, or can contain not only components A, B, and C but also contain one or more other components.

[0068] For the purposes of the description, a phrase in the form “A/B” or in the form “A and/or B” or in the form “at least one of A and B” means (A), (B), or (A and B), where A and B are variables indicating a particular object or attribute. When used, this phrase is intended to and is hereby defined as a choice of A or B or both A and B, which is similar to the phrase “and/or”. Where more than two variables are present in such a phrase, this phrase is hereby defined as including only one of the variables, any one of the variables, any combination of any of the variables, and all of the variables, for example, a phrase in the form “at least one of A, B, and C” means (A), (B), (C), (A and B), (A and C), (B and C), or (A, B and C).

SUBSTITUTE SHEET (RULE 26) [0069] Reference will now be made in detail to preferred embodiments of the present invention, examples of which are illustrated in the accompanying drawings.

[0070] With reference to Fig. 1, Framing Member A is comprised of angled hook 10 having slot 11 located between angled hook 10 and attachment flange 12 which terminates at radiused corner 14, which extends to flange 16 which creates slot 20 which is located within flange 16 and ramp 18. Outer sheathing flange 22 begins at ramp 18 extending perpendicular to flange 16 and has teeth 24 located on each extremity of it full-length of the framing member A and in the opposite direction as attachment flange 12. Outer sheathing flange 22 and inner sheathing flange 32 are separated by strut 28 which is located perpendicularly between outer sheathing flange 22 and inner sheathing flange 32 approximately in the middle of outer sheathing flange 22 and inner sheathing flange 32. Inner sheathing flange 32 similarly has teeth 24 mirrored to and facing towards teeth 24 of outer sheathing flange 22 which also extend full-length of the framing member A. Outer sheathing flange 22, flange 16 and inner sheathing flange 32 create channel-shaped cavity 26. To each side of strut 28 and between outer sheathing flange 22 and inner sheathing flange 32 are cavities 30 on each side. Inner sheathing flange 32 terminates perpendicular web 38 at one extremity. Slot 34 is created between inner sheathing flange 32, web 38 and finger 36. Web 38 extends to perpendicular mounting flange 44 at perpendicular bend 43, which extends to hook 46 having inward-sloped ramp 48. Slot 50 is located between inward-sloped ramp 48, hook 46 and perpendicular mounting flange 44. Cavity 42 is located between inner sheathing flange 32, web 38 and perpendicular mounting flange 44. Service hole 40 is located within web 38.

[0071] Fig. 2 shows angle B consisting of end 45 of flange 52 which terminates perpendicularly to flange 58 at bend 56, and flange 58 having end 60. Arrow 61 indicates the installation of angle B, where having end 60 installed into slot 20 and then angle B is rotated upwards where flange 52 will contact and push away angled hook 10 to allow end 54 to pass angled hook 10 and enter into slot 11 to permanently snap into and seat angle B into framing member A. Second angle B is similarly installed into framing member A by positioning end 54 into slot 34, then as shown by arrow 61, second angle B is rotated inward to contact and bend perpendicular mounting flange 44 at slot 50 and be pushed past inward-sloped ramp 48 to it can snap-fit into and rest in slot 50. Adhesive 66 is applied between second angle B and framing member A prior to installation of second angle B.

[0072] Fig. 3 shows assembled framing member A with angle B and second angle B installed, and service hole 40 (not numbered) being filled inserted into by aperture closure C which consists of

SUBSTITUTE SHEET (RULE 26) first side 64 adhesively or mechanically attached to web 38 on one side between flange 68 and web 38, and second side 62 opposing it and adhesively applied to the reverse side of web 38 such that first side 64 frictionally fits into second side 62 to hold together until adhesive 66 cures. Cut-outs 70 are made on both sides of framing member A to allow head and sill track (not shown) installation in order to maintain a constant plane with each other (not shown).

[0073] Fig. 4 shows preferred structural member AA showing, in addition to structural member A, an additional perpendicular mounting flange 44 with teeth 24 extending the length of structural framing member AA on each side of strut 28. Strut 28 is likewise located between perpendicular mounting flange 44 and sheathing flange 22. Cavities 30 are likewise located on each side of strut 28 similar to structural member A and has cut-out 70 located within strut 28 and adjacent to perpendicular mounting flange 44.

[0074] Fig. 5 shows alternate structural member AB consisting of mirrored top and bottom halves (not labeled) with web 38 (not shown) replaced by hooks 74 having slots 72 which allow the insertion of segmented I-beam D to be inserted into with adhesive 66 for permanent placement and for absorption of vibration (not shown) when adhesive 66 is flexible. Segmented I-beam D consists of web 76 which extends perpendicularly at each end to perpendicular flanges 80 at comers 78.

[0075] Fig. 6 shows alternate structural embodiment AC having a similar structure to structural member A, however the outer sheathing flange 22 further consists of tab 108 extending parallel and in plane with outer sheathing flange 22 for a short distance, but just prior to would-be location of strut 28. Angled flange 110 extends from outer sheathing flange 22 downward and inwards to terminate into strut 28. Tab 108, angled flange 110 and outer sheathing flange 22 are mirrored on the opposite side of strut 28 to create triangular female gap 112. Pultruded Zee E is comprised of an inserted angle B as shown, inserted into slot 86 and encompassed by angled flange 82, side flange 84, nailing flange 88. Nailing flange 88 terminates at corner 90 which then extends perpendicularly to perpendicular nailing flange 92 which extends to hook 98 having ramped end 94 which creates slot 96 where the other end (not numbered) of angle B is seated. Perpendicular nailing flange 92 extends to mounting flange 100 which has perpendicular arm 102 located near the middle of mounting flange 100 and extending away from it perpendicularly to terminate into triangle male 104, which is inserted into triangular female gap 112 of alternate structural member AC, along with adhesive 66 to permanently seat pultruded Z and alternate structural member AC together.

[0076] Fig. 7 shows alternate structural member AD which is attached to pultruded I-beam F which

SUBSTITUTE SHEET (RULE 26) is similarly comprised of two angle B’s (one side not labeled) with similar components such as hooks 114, a T-intersection 116, second T-intersection 118 which has a similar triangle male 104 (not numbered) extending from perpendicular arm 102 (not numbered) which then extends similarly into triangular female gap 112 of structural framing member AD with the use of adhesive 66 for permanent bonding inside of tabs 108 and angled flanges 110. Hooks 120 extend inwardly in numerous locations into cavities 30 to support plates 122 by friction fitting them in place similar to angle B’s as indicated by arrow 124. Alternate structural framing member AD consists of web 132 with adjacent segmented plate 130 adhered by adhesive 126 (not shown) to create composite nailing flange 128.

[0077] Fig. 8 shows head track G is comprised of gutter flange 134 terminating at leg 136 having teeth 156 on one side. Extending perpendicular to gutter flange 134 and substantially near the middle is web 142. Web 142 has a first flange 140 which is parallel to leg 136 and has teeth 156 mirrored to and facing teeth 156 of gutter flange 134. Gap 138 is located between leg 136, web 142 and first flange 142. Second flange 144 and parallel flange 148 have gap 146 between them and closed off on one side by web 142. Second flange 144 and parallel flange 148 have teeth 156 located at the extremity of each of them, mirrored and facing each other. Web 142 terminates into flange 150 which has sloping surface 152 which terminates at outer flange 154. Gap 155 is located between outer flange 154 and parallel flange 148 and closed off on one end by downward sloping surface 152. Sill track H is comprised of the same components as head track G with the exception that it does not have gutter flange 134, and instead of flange 150 of head track G it has flange 158 which has downward slope 160 terminating at end 162. Flange 158 has an opposing surface 164 which holds the same downward angle as downward slope 160 so that end 162 forms a drip-edge.

[0078] Fig. 9 shows head track G having head seal I which is comprised of overlap 166 extending to perpendicular leg 168 and radiused leg 170 simultaneously. Vertical arm 172 extends perpendicular to perpendicular leg 162 and radiused leg 170 to form gap 174 between them. Vertical arm 172 terminates at perpendicular web 178 which then terminates perpendicularly to riser 182 at corner 180. Riser 182 terminates at top 184 which makes a 180 degree turn to extend to inner leg 186 and to create gap 188. Insulation 190 is located in created gap 176 which is formed between head track G and head seal I once assembled.

[0079] Fig. 9B shows preferred head track embodiment GB is shown with additional segment 135 which extends gutter flange 134 further out as shown. Head seal I is shown with insulation 1 0 and compressed under preferred sill track embodiment HB which has additional flange 157 extending

SUBSTITUTE SHEET (RULE 26) upwards to top 159 as shown, which turns 180 degrees to inner flange 161 to create gap 153. Gap 153 allows insertion and live-load movement of gutter flange 134 with a portion (not numbered) of head seal I mounted over the top of it.

[0080] Fig. 10 shows two sill track H’s being used to create box header J by insertion of two sheathing/weather barrier K’s which are adhered with adhesives 66 at four gaps 146. Box header J forms space 192 in the middle.

[0081] Fig. 11 shows aperture closure C comprised of the unseen portion of outer surface 194 which is part of outer flange 196 and inner flange 200 with exposed surface 202 forming gap 198. Aperture 204 is denoted by a dotted line with smooth surface 206 located at the interior.

[0082] Fig. 12 shows outside corner L which is attached to two structural members A. Outside comer L is comprised of angled arm 208 extending to opposing arms 210, opposing arms 210 support plates 212 between slots 214 and angled arm 208. On the opposite side of angled arm 208 another set of opposing arms 216 extend in the same direction and parallel to opposing arms 210. Opposing arms 216 extend to slot tracks 218 which are located in cavities 30 of structural framing members A. Opposing arms 210 become the nailing flanges for exterior mounting, and perpendicular mounting flanges 44 are the nailing flanges for interior mounting.

[0083] Fig. 13 shows outside corner L now attached to two structural members AA which includes an additional support member M which consists of web 220 and to opposing slot tracks 222 on each side and perpendicular to web 220.

[0084] Fig. 14 shows preferred outside corner embodiment N attached to two structural members AA. In addition to what’s included with outside corner L, a second angled arm 224 extends to two slot tracks 226 which form a stout “L” shape as shown.

[0085] Fig. 15 shows inside corner O mounted to two structural members A and is comprised of perpendicular track slots 228 which extend to arms 230 which meet at corner 232. Angled arm 234 extends outward to outside comer 236, which then extends perpendicularly opposing arms 238 which are parallel to arms 230, and terminate at ends 240.

[0086] Fig. 16 shows preferred inside comer embodiment OB attached to two structural members AA and replaces ends 240 of inside comer embodiment O with slot tracks 226 extending from both perpendicular apposing arms 238.

[0087] Fig. 17 shows structural members A having adhesives 66 and sheathing/weather barrier K

SUBSTITUTE SHEET (RULE 26) installed into each other.

[0088] Fig. 18 shows wall assembly 0 from combining the components of Fig. 17.

[0089] Fig. 19 shows head track G being installed onto wall assembly 0 with adhesive 66 applied into the slots (not numbered) of head track G.

[0090] Fig. 20 shows installed head track G of Fig. 19.

[0091] Fig. 21 shows sill track H being installed onto wall assembly O with adhesive 66 applied into slots (not numbered) of sill track H and arrow (not numbered) indicating the direction of installation.

[0092] Fig. 22 shows installed sill track G forming wall assembly P comprising all prior assembled components which created multiple troughs Q.

[0093] Fig. 23 shows insulation 190 being inserted into all troughs Q as shown by directional arrow 242.

[0094] Fig. 24 shows the assembled components of Fig. 23 to have created wall assembly R.

[0095] Fig. 25 shows side seal S as being “T”-shaped and to be inserted into cavity 30 with or without adhesive 66 in the direction shown with arrows 244.

[0096] Fig. 26 shows all assembled components of Fig. 25 to create wall assembly T.

[0097] Fig. 27 shows three separate wall assemblies T mounted side-by side with side seal S’ s being located between each horizontally mounted wall assemblies T to form a complete wall assembly U. Facade panels 246 attached (not shown) to structural members A (not shown).

[0098] Fig. 28 shows three separate wall assemblies T mounted vertically one on top of the next with head seals I installed between each wall assembly T to form a complete wall assembly U. 246Facade panels attached (not shown) to structural members A (not shown), as well as windows 248 installed for affect.

[0099] Fig. 29 shows nine wall assemblies T (with windows 248 shown for affect) assembled both on top of each other and side by side to form a complete wall assembly V.

[0100] Fig. 30 shows wall flying system X with no detail.

[0101] Fig. 31 shows wall flying system X as having rods 250 extending downward from spreader bar (not numbered) and extending to holder 252 having tether holes 254 and rod hole 256 for rod 262 to extend through rod hole 256. Set screw 258 prevents stopper assembly 260 from moving on

SUBSTITUTE SHEET (RULE 26) rod 262 when tightened, and stopper assembly 260’ s are located on each side of hangers W.

[0102] Fig. 32 shows hangers W comprised of separated rod slots 264 having gap 266 between them for holder 252 (not numbered on drawing) to also mount to rod 262 (not numbered on drawing). Horizontal flange 268 extends from separated rod slots 264 and terminate perpendicularly to vertical flange 272 at comer 270. Vertical flange 272 terminates at angled corner 274 which extends to angled flange 278 which has slot 276 in the middle of it to straddle structural members A. Angled flange 278 extends to support hook 280 which has open channel 282 to straddle lifting continuous lifting bar (not numbered). Holder 252 (not numbered in this figure) is comprised of open slot 284 to allow for compression when set screw 286 is tightened to prevent hanger W from moving on rod 262 (not numbered in this figure).

[0103] Fig. 33 shows hanger W with pad 294 which allows hanger W to contact structural framing members A (not labeled in this figure) and to prevent hanger W from contacting other areas of wall assembly O (not labeled in this figure) to cause damage.

[0104] All aspects of the current invention may be used in conjunction with aspects of other similar inventions that I have been involved with to create hybrid products and systems without departing from the current invention as it should be considered “known”.

[0105] While the foregoing embodiments of the application have been set forth in considerable particularity for the purposes of making a complete disclosure of the invention, it may be apparent to those of skill in the art that numerous changes may be made in detail without departing from the spirit and principles of the application. Additionally, combinations and interchangeability or interuse of components and embodiments should be considered apparent to the spirit and principles of the application, and in which all terms are meant in their broadest, reasonable sense unless otherwise indicated. Any headings utilized within the description are for convenience only and have no legal or limiting effect.

SUBSTITUTE SHEET (RULE 26)