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2025-09-16
19/070,861
2025-03-05
US 12,415,103 B1
2025-09-16
-
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Eret C McNichols
Michael Haynes PLC | Michael N. Haynes
2045-03-05
Smart Summary: A new system has been created to help prevent falls from steep roofs. It is designed specifically for roofs that have two sloped sections meeting at a peak. The system includes devices and methods that make it safer for people working on these types of roofs. By using this technology, workers can secure themselves better and reduce the risk of accidents. Overall, it aims to improve safety during roof-related activities. 🚀 TL;DR
Certain exemplary embodiments can provide a system, machine, device, and/or manufacture that is adapted for and/or resulting from, and/or a method for, activities that can comprise and/or relate to, preventing falls from a double-section steep pitch roof, the roof defining two substantially planar steep pitch roof portions that meet at a ridge of the roof.
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A62B35/0068 » CPC main
Safety belts or body harnesses; Similar equipment for limiting displacement of the human body, especially in case of sudden changes of motion; Lifelines, lanyards, and anchors therefore Anchors
A62B35/0043 » CPC further
Safety belts or body harnesses; Similar equipment for limiting displacement of the human body, especially in case of sudden changes of motion Lifelines, lanyards, and anchors therefore
E04G21/3276 » CPC further
Preparing, conveying, or working-up building materials or building elements ; Other devices or measures for constructional work; Safety or protective measures for persons during the construction of buildings; Safety-nets; Safety mattresses; Arrangements on buildings for connecting safety-lines Arrangements on buildings for connecting safety-lines
E04G21/328 » CPC further
Preparing, conveying, or working-up building materials or building elements ; Other devices or measures for constructional work; Safety or protective measures for persons during the construction of buildings; Safety-nets; Safety mattresses; Arrangements on buildings for connecting safety-lines; Arrangements on buildings for connecting safety-lines fastened to the roof covering or insulation
E04G21/3285 » CPC further
Preparing, conveying, or working-up building materials or building elements ; Other devices or measures for constructional work; Safety or protective measures for persons during the construction of buildings; Safety-nets; Safety mattresses; Arrangements on buildings for connecting safety-lines; Arrangements on buildings for connecting safety-lines fastened to the roof covering or insulation fastened to standing seams of the roof covering
A62B35/00 IPC
Safety belts or body harnesses; Similar equipment for limiting displacement of the human body, especially in case of sudden changes of motion
E04G21/32 IPC
Preparing, conveying, or working-up building materials or building elements ; Other devices or measures for constructional work Safety or protective measures for persons during the construction of buildings
This application claims priority to, and incorporates by reference herein in its entirety, U.S. Provisional Patent Application 63/637,996, filed 24 Apr. 2024.
A wide variety of potential, feasible, and/or useful embodiments will be more readily understood through the herein-provided, non-limiting, non-exhaustive description of certain exemplary embodiments, with reference to the accompanying exemplary drawings in which:
FIG. 1 is a perspective view of an exemplary embodiment of system 1000;
FIG. 2 is a perspective view of an exemplary embodiment of an installed system 1000;
FIG. 3 is a perspective view of an exemplary embodiment of an installed system 1000;
FIG. 4 is a perspective view of an exemplary embodiment of an installed system 1000;
FIG. 5 is a perspective view of an exemplary embodiment of a double-section steep pitch roof; and
FIGS. 6A through 6O are front views of exemplary embodiments of anchor bracket plates.
The following table links each numbered drawing element to its name:
| Number | Name | |
| 1000 | Fall protection anchor system | |
| 1100 | Anchor bar | |
| 1120 | Anchor bar terminus | |
| 1140 | Anchor point aperture | |
| 1160 | Anchor point | |
| 1180 | Anchor bar apertures | |
| 1200 | Anchor bracket | |
| 1220 | Anchor bracket plate | |
| 1225 | Anchor bracket plate apertures | |
| 1240 | Anchor bracket horizontal flange | |
| 1245 | Anchor bracket horizontal flange apertures | |
| 1260 | Anchor bracket vertical flange | |
| 1265 | Anchor bracket vertical flange apertures | |
| 1300 | Anchor bracket | |
| 1320 | Anchor bracket plate | |
| 1325 | Anchor bracket plate apertures | |
| 1340 | Anchor bracket horizontal flange | |
| 1345 | Anchor bracket horizontal flange apertures | |
| 1360 | Anchor bracket vertical flange | |
| 1365 | Anchor bracket vertical flange apertures | |
| 1400 | Fasteners | |
| 1600 | Roof | |
| 1620 | Roof portion | |
| 1630 | Roof portion | |
| 1640 | Ridge | |
| 1650 | Roof covering | |
| 1660 | Roof decking | |
| 1680 | Attic | |
| 1800 | Rafter | |
| 1820 | Rafter | |
| 1830 | Tie | |
| 1840 | Ridge board | |
| 1850 | Purlin | |
| 1860 | Gusset | |
| 1900 | Fall protection system | |
| 1920 | Fall protection system connector | |
In the realm of architecture and building construction, including housing design and construction, a roofing system that defines a peaked roof can comprise a roof framing system. A roof framing system can comprise a plurality of rafters, which can be common rafters or can be the top chords in a truss. A roof framing system often serves as the primary structural component of a peaked roof, providing support for certain components of the roofing system, such as the roof decking (or sheathing), underlayment, and covering materials such as shingles, tiles, slate, shakes, and/or metal panels.
In a roofing system that defines a typical double-section peaked roof, two intersecting roof portions are supported by a roof framing system that usually comprises a series of substantially evenly spaced, substantially parallel framing units, each framing unit typically comprising a pair of rafters (e.g., common rafters or top chords of a truss).
Each rafter in a pair is a sloped beam, which is commonly made of timber, lumber, wood composite, steel, and/or aluminum, that extends from the roof's ridge (i.e., peak) region at its upper edge down to the roof's gutter region at the rafter's lowest point. Rafters not only define the roof's shape but also determine its pitch or slope, which is necessary for effective water drainage. Additionally, rafters bear the roof's weight and transfer it to supporting structures (e.g., walls), while also serving as a framework for attaching the roof decking. Along with other components of the roofing system, such as collar ties, strongbacks, ridge boards, webs, bottom chords (tie beams), posts, purlins, struts, braces, joints, gussets, ceiling joists, nailplates, and/or connection plates, rafters contribute to the structural integrity and stability of the roofing system.
Certain exemplary buildings can have a roof that can be considered to be a “steep pitch roof”, i.e., a roof that has a vertical rise of 4 or more inches over a horizontal distance of 12 inches. Steep pitch roofs can require access for workers to perform inspection, installation, maintenance, and/or repairs, such as for the installation, inspection, cleaning, maintenance, repair, removal, and/or replacement of, e.g., a roof covering, gutter, chimney, vent, skylight, solar panel, lightbulb, and/or antenna.
To help workers performing such work to minimize their risk of falls, certain exemplary embodiments can provide a fall protection anchor system that can be installed at the ridge of a roof and/or in such a manner that a worker can use the fall protection anchor system safely in any direction. Certain exemplary embodiments can be suitable for use with most roofing systems, roof materials, construction designs, and/or fall protection systems.
As partially shown in Images 1 and/or 2 of the incorporated provisional application, certain exemplary fall protection systems 1900 can include a harness to be worn by the worker, a load limiting lanyard (which can include a fall arrestor) connected to the harness, and a rope connected to the lanyard (or directly to the harness if no lanyard is used).
As shown in FIGS. 1-5, certain exemplary fall protection systems 1900 can be attached to certain exemplary fall protection anchor systems 1000, such as at an anchor point 1160, which can be defined by the fall protection anchor system 1000 and/or be located at or near the ridge 1640 of a roof 1600.
Certain exemplary fall protection anchor systems 1000 can comprise an elongate anchor bar 1100, which can operatively extend substantially vertically, defining near an anchor bar upper terminus 1120 (which can be rounded) an anchor point aperture 1140, which can be substantially circular or oval in cross-sectional shape. Anchor point aperture 1140 can operatively receive a fall protection system connector 1920 (e.g., carabiner, hook, and/or rope) of a fall protection system 1900, thereby defining an anchor point 1160 at the contact between connector 1920 and anchor bar 1100.
Anchor bar 1100 can define a plurality of anchor bar apertures 1180, which can extend through a thickness of anchor bar 1100, can be substantially equally spaced along a portion of a length of anchor bar 1100 and/or be substantially centered within a width of anchor bar 1100.
In an operative configuration, anchor bar terminus 1120 can be installed above roof covering 1660, such as near ridge 1640, while most or even all anchor bar apertures 1180 are positioned within attic 1600, which can be covered by and/or partially defined by roof 1600 and/or roof decking 1660.
Fall protection anchor system 1000 can comprise an anchor bracket 1200, which can define a substantially planar, polygonal, anchor bracket plate 1220, which can have a shape such as shown in FIGS. 6A through 6O, or any other closed polygonal shape. Likewise, fall protection anchor system 1000 can comprise an anchor bracket 1300, which can define a substantially planar, polygonal, anchor bracket plate 1320, which can have a shape such as shown in FIGS. 6A through 6O, or any other closed polygonal shape.
A plurality of anchor bracket plate apertures 1225 can extend through anchor bracket plate 1220. Anchor bracket plate apertures 1225 can be uniformly or non-uniformly shaped and/or can be regularly or irregularly spaced on anchor bracket plate 1220. A plurality of anchor bracket plate apertures 1325 can extend through anchor bracket plate 1320. Anchor bracket plate apertures 1325 can be uniformly or non-uniformly shaped and/or can be regularly or irregularly spaced on anchor bracket plate 1320.
Integral to, and extending substantially perpendicular to, anchor bracket plate 1220 can be a substantially planar, bar-like, anchor bracket horizontal flange 1240, through which a plurality of anchor bracket horizontal flange apertures 1245 can extend. Likewise, integral to, and extending substantially perpendicular to, anchor bracket plate 1220 can be a substantially planar, bar-like, anchor bracket vertical flange 1260, through which a plurality of anchor bracket vertical flange apertures 1265 can extend. In this context, “horizontal” and “vertical” refer to the operative directions that each flange extends.
Anchor bracket horizontal flange apertures 1245 can be uniformly or non-uniformly shaped and/or can be regularly or irregularly spaced on anchor bracket horizontal flange 1240. Likewise, anchor bracket horizontal flange apertures 1345 can be uniformly or non-uniformly shaped and/or can be regularly or irregularly spaced on anchor bracket horizontal flange 1340. In certain exemplary embodiments, anchor bracket horizontal flange apertures 1245 and/or anchor bracket horizontal flange apertures 1345 can be arranged in rows, which can be of equal or unequal length and/or can present their anchor bracket horizontal flange apertures 1245 and/or anchor bracket horizontal flange apertures 1345 as offset from one row to the next.
Anchor bracket vertical flange apertures 1265 can be uniformly or non-uniformly shaped and/or can be regularly or irregularly spaced on anchor bracket vertical flange 1260. Likewise, anchor bracket vertical flange apertures 1365 can be uniformly or non-uniformly shaped and/or can be regularly or irregularly spaced on anchor bracket vertical flange 1360. In certain exemplary embodiments, anchor bracket vertical flange apertures 1265 and/or anchor bracket vertical flange apertures 1365 can be arranged in columns, which can be of equal or unequal length and/or can present their anchor bracket vertical flange apertures 1265 and/or anchor bracket vertical flange apertures 1365 as offset from one column to the next.
A plurality of anchor bracket plate apertures 1325 can extend through anchor bracket plate 1320. Integral to, and extending substantially perpendicular to, anchor bracket plate 1320 can be a substantially planar, bar-like, anchor bracket horizontal flange 1340, through which a plurality of anchor bracket horizontal flange apertures 1345 can extend. Likewise, integral to, and extending substantially perpendicular to, anchor bracket plate 1320 can be a substantially planar, bar-like, anchor bracket vertical flange 1360, through which a plurality of anchor bracket vertical flange apertures 1365 can extend. In this context, “horizontal” and “vertical” refer to the operative directions that each flange extends.
Within attic 1680, a pair of anchor brackets 1200, 1300 can be attached to one another, and to anchor bar 1100, by fasteners 1400 that can extend through anchor bracket vertical flange apertures 1265, 1365 and through anchor bar apertures 1180. For any given pair of anchor brackets 1200, 1300, when operatively installed, anchor bracket 1200 can optically mirror the general shape, structure, and/or orientation of anchor bracket 1300, where the imaginary optical mirror extends in a substantially vertical plane.
Anchor bracket 1200 can be attached to rafter 1800 and/or gusset 1860 via fasteners 1400 that can extend through anchor bracket plate apertures 1225 and/or through rafter 1800 and/or gusset 1860. Anchor bracket 1300 can be attached to rafter 1800 and/or gusset 1860 via fasteners 1400 that can extend through anchor bracket plate apertures 1325 and/or through rafter 1800 and/or gusset 1860.
Anchor bracket 1200 can be attached to tie 1830 and/or purlin 1850 via fasteners 1400 that can extend through anchor bracket horizontal flange apertures 1225 and/or through rafter 1800 and/or gusset 1860. Anchor bracket 1300 can be attached to tie 1830 and/or purlin 1850 via fasteners 1400 that can extend through anchor bracket horizontal flange apertures 1325 and/or through rafter 1800 and/or gusset 1860.
Anchor bracket 1200 can be attached to ridge board 1840 via fasteners 1400 that can extend through anchor bracket vertical flange apertures 1265 and/or through rafter 1800 and/or gusset 1860.
Due to the arrangement of anchor bracket vertical flange apertures 1265, 1365 and anchor bar apertures 1180, the height that anchor bar terminus 1120 can extend above roof 1600 and/or ridge 1640 can be adjustable, even after anchor brackets 1200, 1300 have been fastened to rafters 1800, 1820, tie 1830, purlin 1850, blocking (not shown), bracing (not shown), and/or gusset 1860 (to the extent any of those structural members are present and/or help support a given roof 1600).
To adjust the operative height of anchor bar 1100 above roof 1600 and/or ridge 1640, one need only remove those fasteners 1400 that fasten, attach, and/or connect anchor bar 1100 to anchor bracket 1200, anchor bracket 1300, and/or ridge board 1840, change the height of anchor bar 1100 above roof 1600 and/or ridge 1640, and re-install fasteners 1400 through the desired and co-aligned anchor bar apertures 1180, anchor bracket vertical flange apertures 1265, and/or anchor bracket vertical flange apertures 1365. To the extent that any such fasteners 1400 previously extended through holes in ridge board 1840, those fasteners can be extended again through the same holes, or new holes can be formed in ridge board 1840 to accommodate fasteners 1400 and the new height of anchor bar 1100 above roof 1600 and/or ridge 1640.
Anchor bar 1100, anchor bracket 1200, and/or anchor bracket 1300 can be formed from an environmentally compatible, corrosion-resistant material, such as stainless steel and/or galvanized steel. Fasteners 1400 can be, e.g., nominal ¼″, ⅜″, ½″, and/or ⅝″ diameter, grade 5 and/or grade 8, hex head bolts and/or carriage bolts, possibly accompanied by one or more corresponding nuts, flat washers, and/or lock washers, the fasteners ranging in length, as needed, from approximately 2″ to approximately 6″.
In an operative configuration, anchor bracket plate 1220 can have a closed polygonal shape that, and although that shape can have any number of corners, three corners of that shape can define the three vertices of at least a virtual right triangle, which can define a vertical side and a horizontal side of that triangle. The ratio of the length of the vertical side to the length of the horizontal side of the right triangle can be within a range of 0.3 to 1.7. Therefore, the hypotenuse of the right triangle can be parallel to or skewed with respect to a longitudinal axis of the rafter 1800 that corresponds to anchor bracket plate 1220.
Similarly, anchor bracket plate 1320 (which can, but need not, have a mirror image configuration to anchor bracket plate 1220) can have a closed polygonal shape that, and although that shape can have any number of corners, three corners of that shape can define the three vertices of at least a virtual right triangle, which can define a vertical side and a horizontal side of that triangle. The ratio of the length of the vertical side to the length of the horizontal side of the right triangle can be within a range of 0.3 to 1.7. Therefore, the hypotenuse of the right triangle can be parallel to or skewed with respect to a longitudinal axis of the rafter 1820 that corresponds to anchor bracket plate 1320.
Note that in certain exemplary embodiments, anchor bracket horizontal flange 1240 can be longer or shorter than anchor bracket horizontal flange 1340. Likewise, in certain exemplary embodiments, anchor bracket vertical flange 1260 can be longer or shorter than anchor bracket vertical flange 1360. Thus, in certain exemplary embodiments, the ratio of the length of the vertical side to the length of the horizontal side of the right triangle defined by anchor bracket plate 1220 can be different from the ratio of the length of the vertical side to the length of the horizontal side of the right triangle defined by anchor bracket plate 1320.
In certain exemplary embodiments, anchor bracket plate 1200 and/or 1300 can be formed from aluminum, stainless steel, or painted or plated carbon steel, can define a pitch of approximately 4/12 to approximately 20/12, can define a hypotenuse length of from approximately 12″ to approximately 24″, can have flange depths of approximately 3″ to approximately 5″, can define approximately 7 to approximately 14 holes (apertures) in their plate, horizontal flange, and/or vertical flange, those holes having diameters of approximately 13/32″ to approximately 17/32″, and spaced approximately ½″ to 1½″ apart in one, two, or three columns.
In certain exemplary embodiments, anchor bar 1100 can be approximately 15″ to approximately 30″ long/tall, approximately 2.75″ to approximately 4″ wide, and approximately ⅜″ to approximately ¾″ thick, have a hole count of approximately 4 to 8, spaced approximately 1″ to approximately 2″ apart in one or two columns, and a nominal diameter of approximately ⅜″ to ½″.
In certain exemplary embodiments, anchor bar 1100, anchor bracket 1200, and/or anchor bracket 1300 can be formed from aluminum and/or from Grade 304, 316, 416, 431, 630, 2205, and/or 17-4PH stainless steel, which potentially can be hardened after machining, such as to H900.
Certain exemplary embodiments of fall protection anchor system 1000 can:
Certain exemplary fall protection anchor system can be installed one time and potentially last the lifetime of the roof and/or the lifetime of the building. Once installed, such a “permanent” fall protection anchor system can be readily available for workers to simply connect into and/or onto with a carabiner or similar “hook” attached to the rope of their fall protection system.
Certain exemplary embodiments of a method for utilizing a fall protection anchor system can comprise the following activities:
In certain exemplary embodiments, fall protection anchor system can support the 3000-pound or 5000-pound load described above in a direction parallel to the rafter on either side of the ridge. In certain exemplary embodiments, via the addition of lateral bracing, that best matches the situation, such as shown in FIG. 5 of the incorporated provisional application, Views “A”-“A” through “E”-“E”, the fall protection anchor system can support the 3000-pound or 5000-pound load described above in every direction, including parallel to the ridge (perpendicular to the rafter) as might be used and/or needed with an engineered horizontal lifeline system.
Certain exemplary embodiments can provide:
Certain exemplary embodiments can provide the immediately above-described fall protection anchor system and the immediately above-described fall protection system, the fall protection system comprising a lifeline and a connector that operatively connects the lifeline to the anchor bar at the anchor point.
When the following phrases are used substantively herein, the accompanying definitions apply. These phrases and definitions are presented without prejudice, and, consistent with the application, the right to redefine these phrases via amendment during the prosecution of this application or any application claiming priority hereto is reserved. For the purpose of interpreting a claim of any patent that claims priority hereto, each definition in that patent functions as a clear and unambiguous disavowal of the subject matter outside of that definition.
Various substantially and specifically practical and useful exemplary embodiments of the claimed subject matter are described herein, textually and/or graphically, including the best mode, if any, known to the inventor(s), for implementing the claimed subject matter by persons having ordinary skill in the art. References herein to “in one embodiment”, “in an embodiment”, or the like do not necessarily refer to the same embodiment.
Any of numerous possible variations (e.g., modifications, augmentations, embellishments, refinements, and/or enhancements, etc.), details (e.g., species, aspects, nuances, and/or elaborations, etc.), and/or equivalents (e.g., substitutions, replacements, combinations, and/or alternatives, etc.) of one or more embodiments described herein might become apparent upon reading this document to a person having ordinary skill in the art, relying upon his/her expertise and/or knowledge of the entirety of the art and without exercising undue experimentation. The inventor(s) expects any person having ordinary skill in the art, after obtaining authorization from the inventor(s), to implement such variations, details, and/or equivalents as appropriate, and the inventor(s) therefore intends for the claimed subject matter to be practiced other than as specifically described herein. Accordingly, as permitted by law, the claimed subject matter includes and covers all variations, details, and equivalents of that claimed subject matter. Moreover, as permitted by law, every combination of the herein described characteristics, functions, activities, substances, and/or structural elements, and all possible variations, details, and equivalents thereof, is encompassed by the claimed subject matter unless otherwise clearly indicated herein, clearly and specifically disclaimed, or otherwise clearly unsuitable, inoperable, or contradicted by context.
The use of any and all examples, or exemplary language (e.g., “such as”) provided herein, is intended merely to better illuminate one or more embodiments and does not pose a limitation on the scope of any claimed subject matter unless otherwise stated. No language herein should be construed as indicating any non-claimed subject matter as essential to the practice of the claimed subject matter.
Thus, regardless of the content of any portion (e.g., title, field, background, summary, description, abstract, drawing figure, etc.) of this document, unless clearly specified to the contrary, such as via explicit definition, assertion, or argument, or clearly contradicted by context, with respect to any claim, whether of this document and/or any claim of any document claiming priority hereto, and whether originally presented or otherwise:
The use of the terms “a”, “an”, “said”, “the”, and/or similar referents in the context of describing various embodiments (especially in the context of the following claims) are to be construed to cover both the singular and the plural, unless otherwise indicated herein or clearly contradicted by context.
The terms “comprising,” “having,” “including,” and “containing” are to be construed as open-ended terms (i.e., meaning “including, but not limited to,”) unless otherwise noted.
When any number or range is described herein, unless clearly stated otherwise, that number or range is approximate. Recitation of ranges of values herein are merely intended to serve as a shorthand method of referring individually to each separate value falling within the range, unless otherwise indicated herein, and each separate value and each separate sub-range defined by such separate values is incorporated into the specification as if it were individually recited herein. For example, if a range of 1 to 10 is described, that range includes all values therebetween, such as for example, 1.1, 2.5, 3.335, 5, 6.179, 8.9999, etc., and includes all sub-ranges therebetween, such as for example, 1 to 3.65, 2.8 to 7.14, 1.93 to 9, etc., even if those specific values or specific sub-ranges are not explicitly stated.
When any phrase (i.e., one or more words) appearing in a claim is followed by a drawing element number, that drawing element number is exemplary and non-limiting on claim scope.
No claim or claim element of this document is intended to invoke 35 USC 112 (f) unless the precise phrase “means for” is followed by a gerund.
Any information in any material (e.g., a United States patent, United States patent application, book, article, web page, etc.) that has been incorporated by reference herein, is incorporated by reference herein in its entirety to its fullest enabling extent permitted by law yet only to the extent that no conflict exists between such information and the other definitions, statements, and/or drawings set forth herein. In the event of such conflict, including a conflict that would render invalid any claim herein or seeking priority hereto, then any such conflicting information in such material is specifically not incorporated by reference herein. Any specific information in any portion of any material that has been incorporated by reference herein that identifies, criticizes, or compares to any prior art is not incorporated by reference herein.
Applicant intends that each claim presented herein and at any point during the prosecution of this application, and in any application that claims priority hereto, defines a distinct patentable invention and that the scope of that invention must change commensurately if and as the scope of that claim changes during its prosecution. Thus, within this document, and during prosecution of any patent application related hereto, any reference to any claimed subject matter is intended to reference the precise language of the then-pending claimed subject matter at that particular point in time only.
Accordingly, every portion (e.g., title, field, background, summary, description, abstract, drawing figure, etc.) of this document, other than the claims themselves and any provided definitions of the phrases used therein, is to be regarded as illustrative in nature, and not as restrictive. The scope of subject matter protected by any claim of any patent that issues based on this document is defined and limited only by the precise language of that claim (and all legal equivalents thereof) and any provided definition of any phrase used in that claim, as informed by the context of this document when reasonably interpreted by a person having ordinary skill in the relevant art.
1. A fall protection anchor system for a double-section steep pitch roof, the roof defining two substantially planar steep pitch roof portions that meet at a ridge of the roof, the ridge extending perpendicular to a rafter that partially supports one or more of the roof portions, each roof portion defined by a roof pitch expressed as a ratio of a vertical rise divided by a horizontal span of that roof portion, the roof pitch ranging between 4:12 and 20:12, the anchor system comprising:
an elongate anchor bar that defines an anchor point aperture extending through the anchor bar to define an anchor point operatively located above the ridge;
a pair of anchor brackets, each anchor bracket:
comprises a plate that defines a plurality of plate flanges, each plate flange extending in a corresponding plate flange plane, each plate flange plane substantially orthogonal to a plane defined by the plate, a first plate flange of the plurality of plate flanges operatively extending substantially vertically, a second plate flange of the plurality of plate flanges operatively extending substantially horizontally;
defines a plurality of bracket plate apertures extending through its plate;
defines a plurality of bracket flange apertures extending through one or more of its flanges;
operatively attaches to a roof support via a plurality of fasteners that extend through the plurality of bracket plate apertures, the roof support comprising the rafter or a gusset, blocking, or bracing attached to the rafter; and
operatively attaches to the anchor bar;
wherein:
the first plate flange of a first anchor bracket of the pair of anchor brackets and the first plate flange of a second anchor bracket of the pair of anchor brackets operatively fasten to each other and to the anchor bar;
the anchor system operatively fastens the anchor bar at any of a plurality of elevations with respect to the anchor brackets after each anchor bracket is operatively attached to its roof support;
the anchor bar operatively defines a vertically extending anchor bar height, an anchor bar width that is orthogonal to the anchor bar height, and an anchor bar thickness that is orthogonal to the anchor bar height and the anchor bar width, the anchor bar width defining a plane that is operatively substantially parallel to a plane defined by the ridge of the roof;
the anchor bar operatively extends, through an opening in the roof, from an interior attic zone covered by the roof to above the ridge of the roof; and
the anchor bar is configured to operatively connect to a fall protection system at the anchor point.
2. The anchor system of claim 1, wherein:
when the anchor system undergoes a load test during which the anchor system operatively supports a 3000-pound static tensile force applied, to the anchor bar at the anchor point, in any direction for 5 minutes before being released, the roof support experiences no damage and the anchor bar experiences no permanent deformation.
3. The anchor system of claim 1, wherein:
when the anchor system undergoes a load test during which the anchor system operatively supports a 3000-pound static tensile force applied, to the anchor bar at the anchor point, in any direction for 5 minutes before being released, the roof support experiences no damage, the anchor bar experiences no permanent deformation, and, during the load test, the anchor bar experiences a deflection ratio of less than 0.5, the deflection ratio defined by the largest horizontally measured deflection of the anchor bar at the anchor point at any time during the load test divided by the anchor bar thickness at the anchor point.
4. The anchor system of claim 1, wherein:
the first plate flange of the first anchor bracket of the pair of anchor brackets operatively attaches to a ridge board of the roof.
5. The anchor system of claim 1, wherein:
the second plate flange of the first anchor bracket of the pair of anchor brackets operatively attaches to an elongate support member that longitudinally extends parallel to the ridge and connects the rafter to an adjacent rafter.
6. The anchor system of claim 1, wherein:
the plate defines, at least in part, a substantially right triangular shape, the shape comprising a operatively substantially vertically extending side and an operatively substantially horizontally extending side, a ratio of a length of the operatively substantially vertically extending side to a length of the operatively substantially horizontally extending side ranging from 0.333 to 1.67.
7. The anchor system of claim 1, wherein:
for each anchor bracket, the plate defines a pitch of that anchor bracket, the pitch of the anchor bracket operatively differing from the roof pitch.
8. The anchor system of claim 1, wherein:
each anchor bracket and each of its plurality of fasteners is operatively visible from an interior attic zone covered by the roof.
9. The anchor system of claim 1, wherein:
the anchor point aperture has a round and/or oval cross-sectional shape.
10. The anchor system of claim 1, further comprising:
the fall protection system, the fall protection system comprising a lifeline and a connector that operatively connects the lifeline to the anchor bar at the anchor point.