State of california criteria to install barriers

In practice, this means focusing less on what students failed to learn in —20 and focusing more on how educators can assist students to progress toward grade-level in content learning. If an LEA's current process or tool for this criterion does not match or encourage this asset-based approach, an LEA can modify their approach for the —21 school year to ensure that student information received supporting Criterion 2 is constructive and supportive during monitoring. Parents have been asked to take on new responsibilities and levels of engagement in their children's education in These new responsibilities are often concurrent with changes in parents' own working conditions and environments.

Against this backdrop, it may be particularly difficult to engage with families that face challenges in terms of technology access, ELP, or financial stability during the —21 school year. Access issues should not, however, become a justification for failing to connect with parents. LEAs must think strategically about connecting with parents, including through alternative means e.

If it is not possible to use the same process or instrument as in previous years, LEAs can reach out to parents of all students eligible for reclassification to consult via phone, virtual school platforms, or other technology that is available to parents. This gives parents the opportunity to discuss progress and data to voice any concerns and questions about their child's likely reclassification.

Hearing parent concerns, responding to their questions, and then collaboratively identifying strategies to address those questions is an appropriate use of parent consultation time. When consulting with parents regarding reclassification in the —21 school year, LEAs should focus on the information that makes the student eligible, any necessary supports for the student to succeed in rigorous, grade-level learning, and how to monitor and meet these needs via the RFEP monitoring process.

Parents may also have questions about how the school's instructional environments and supports will continue to benefit the student's academic success or the benefits of remote vs. For this reason, it can be productive to ensure that parent consultations involve everyone who knows and will be supporting the student in the coming school year: parents, decision-makers, as well as all relevant teachers and support staff. If it is not possible to use the same process or instrument as in previous years, LEAs should keep in mind that:.

In light of the law and regulations, LEAs that cannot use their current instruments or standards for Criterion 4 will need to provide empirical evidence to support their current selection of assessments and the range of performance for —21, including approval from the school district committee on programs and services for English learners. LEAs also have been advised that local assessments can be used to identify English learners who meet academic measures indicating they are ready to be reclassified.

Scores and performance information from locally administered assessments and other measures used to meet Criterion 4 should be used in a similar fashion to Criteria 2 and 3—as constructive information to further inform supports for the student during future RFEP monitoring, but not as a barrier to reclassification. Reclassification Guidance for —20 September 2, This letter provides guidance to LEAs regarding reclassifying students from English learner to fluent English proficient status.

Updated Letter to Local Educational Agencies Regarding Reclassification Guidance for —19 January 18, This letter updates the guidance previously provided to local educational agencies regarding reclassifying students from English learner to fluent English proficient status.

Letter to Local Educational Agencies Regarding Interim Reclassification Guidance for —19 September 14, This letter updates to interim guidance provided to LEAs regarding reclassifying students from English learner to fluent English proficient status. Letter to Local Educational Agencies Regarding Interim Reclassification Guidance for —18 January 2, This letter updates to interim guidance provided to LEAs regarding reclassifying students from English learner to fluent English proficient status.

Reclassification FAQs The above link provides frequently asked questions regarding English learner reclassification. English Learners Resources Web Page The above link provides FAQs regarding English learners in California and appropriate teacher authorizations and links to websites with information about developing programs for linguistically and culturally diverse students.

California Department of Education. After students have exited an EL program through the locally-approved reclassification process, LEAs must monitor the academic progress of those RFEP students for at least four years to ensure that: The students have not been prematurely exited; Any academic deficit they incurred as a result of learning English has been remedied; and The students are meaningfully participating in the standard instructional program comparable to their English-only peers.

If RFEP students do not yet meet the same academic achievement goals set for all students during the four monitoring years or beyond, intervention and support are to be provided.

These services are not dependent on specialized funds. For example, RFEP students who score below the adjusted range of performance on Criterion 4, during the four-year monitoring period, should receive focused support to ensure that they reach and maintain parity with native-English peers.

LEAs should continue using the following four criteria to establish reclassification policies and procedures: Criterion 1: Assessment of English Language Proficiency Assessment of language proficiency using an objective assessment instrument, including, but not limited to, the English language development test that is developed pursuant to EC Section : The English Language Proficiency Assessments for California ELPAC constitute the required state assessments for English language proficiency ELP administered to students whose primary language is a language other than English.

In practice, this means that all students with an ELPAC Overall PL 4 are eligible to be considered for reclassification in conjunction with other locally determined criteria. Annual assessments continue until the pupil is redesignated as English proficient.

Criterion 2: Teacher Evaluations Teacher evaluations, including, but not limited to, a review of the pupil's curriculum mastery: This criterion remains locally determined and LEAs should continue using teacher evaluations per local policy to establish reclassification policies and procedures for Criterion 2.

The CDE is in the process of developing a standardized resource for this criterion. Guidance on Diagnostic and Formative Assessments This CDE web page provides guidance on how LEAs can use California's approved assessments to evaluate where students are academically at the start of and throughout the school year. Criterion 3: Parent Consultation Parental opinion and consultation: This criterion remains locally determined for the —21 school year and LEAs should continue using parental opinion and consultation per local policy to establish reclassification policies and procedures for Criterion 3.

The CDE is in the process of developing a standardized resource for use when addressing this criterion. The newsletter is translated into the top five languages in the state. Criterion 4: Basic Skills Relative to English Proficient Students Comparison of the performance of the pupil in basic skills against an empirically established range of performance in basic skills based upon the performance of English proficient pupils of the same age, which demonstrates whether the pupil is sufficiently proficient in English to participate effectively in a curriculum designed for pupils of the same age whose native language is English: LEAs establish the empirical range of performance in basic skills when setting the locally established criteria for reclassification and consider the overall achievement goals set for all students.

Range of performance in basic skills: A range of scores on the assessment of basic skills in English that corresponds to a performance level or a range of scores within a performance level. Students of the same age: English-proficient students who are enrolled in the same grade as the student who is being considered for reclassification.

However, LEAs are encouraged to convene stakeholders for a larger conversation to inform planning, placement, and personal goals for the short term and the next school year. These convenings should include parents whenever possible and focus on strengths, growth areas, and opportunities for the student. If other reclassification criteria suggest that a student who scored at ELPAC Overall PL 4 has learning deficits in other areas or in certain linguistic subdomains within the ELPAC , decision-makers are encouraged to discuss these results with those who know the student e.

Never miss important differences made to the code. Code diagrams: Unpack the code through illustrations and descriptions. Features Overview. A reliable and up-to-date source of codes. Rapidly and efficiently calculate project parameters. Get everyone on the same page and streamline code research. Workflows Architects.

General Contractors. Code Consultants. Create a new project. Please contact support up. Error code: Code is easier working together. Working on a project with other people? You can edit, iterate, and research collaboratively. Upgrade your account to invite teammates. Heads up : There are no amended sections in this chapter. Chapter 14 Exterior Walls.

See Chapter 1 for state agency authority and building applications. P Add Comment. Section General. The provisions of this chapter shall establish the minimum requirements for exterior walls ; exterior wall coverings ; exterior wall openings; exterior windows and doors ; architectural trim ; balconies and similar projections; and bay and oriel windows. Section Definitions. Section Performance Requirements.

The provisions of this section shall apply to exterior walls , wall coverings and components thereof. Exceptions: A weather-resistant exterior wall envelope shall not be required over concrete or masonry walls designed in accordance with Chapters 19 and 21 , respectively.

All tested openings and penetrations shall be representative of the intended end- use configuration. Exterior wall envelope test assemblies shall be at least 4 feet by 8 feet mm by mm in size.

Exterior wall envelope assemblies shall be tested at a minimum differential pressure of 6. Exterior walls , and the associated openings, shall be designed and constructed to resist safely the superimposed loads required by Chapter Exterior walls shall be fire-resistance rated as required by other sections of this code with opening protection as required by Chapter 7.

Exceptions: Walls in which the water-resistive barrier is the only combustible component and the exterior wall has a wall covering of brick , concrete , stone, terra cotta, stucco or steel with minimum thicknesses in accordance with Table For buildings in flood hazard areas as established in Section For buildings in coastal high-hazard areas and coastal A zones as established in Section Section Materials. Materials used for the construction of exterior walls shall comply with the provisions of this section.

Materials not prescribed herein shall be permitted, provided that any such alternative has been approved. A minimum of one layer of No. Exterior walls of wood construction shall be designed and constructed in accordance with Chapter Basic hardboard shall conform to the requirements of AHA A Hardboard siding shall conform to the requirements of AHA A Exterior walls of masonry construction shall be designed and constructed in accordance with this section and Chapter Masonry units , mortar and metal accessories used in anchored and adhered veneer shall meet the physical requirements of Chapter The backing of anchored and adhered veneer shall be of concrete , masonry , steel framing or wood framing.

Continuous insulation meeting the applicable requirements of this code shall be permitted between the backing and the masonry veneer. Exterior walls constructed of cold-formed steel, structural steel or aluminum shall be designed in accordance with Chapters 22 and 20 , respectively.

Aluminum siding shall conform to the requirements of AAMA Exterior walls of concrete construction shall be designed and constructed in accordance with Chapter Exterior walls of glass-unit masonry shall be designed and constructed in accordance with Chapter Plastic panel , apron or spandrel walls as defined in this code shall not be limited in thickness, provided that such plastics and their assemblies conform to the requirements of Chapter 26 and are constructed of approved weather-resistant materials of adequate strength to resist the wind loads for cladding specified in Chapter Vinyl siding shall be certified and labeled as conforming to the requirements of ASTM D by an approved quality control agency.

Polypropylene siding shall be certified and labeled as conforming to the requirements of ASTM D and those of Section Polypropylene siding shall be installed in accordance with the requirements of Section Polypropylene siding shall be secured to the building so as to provide weather protection for the exterior walls of the building.

The certification of the flame spread index shall be accompanied by a test report stating that all portions of the test specimen ahead of the flame front remained in position during the test in accordance with ASTM E84 or UL The fire separation distance between a building with polypropylene siding and the adjacent building shall be no less than 10 feet mm. Foam plastic insulation used in exterior wall covering assemblies shall comply with Chapter Section Installation of Wall Coverings.

Exterior wall coverings shall be designed and constructed in accordance with the applicable provisions of this section.

Wood siding of thicknesses less than 0. Exclusive of texture. As measured at the bottom of decorative grooves. Vapor retarders as described in Section Exceptions: Basement walls.

Below- grade portion of any wall. Construction where moisture or its freezing will not damage the materials. The following shall be deemed to meet the class specified: Class I: Sheet polyethylene, nonperforated aluminum foil with a perm rating of less than or equal to 0.

Class II: Kraft-faced fiberglass batts or paint with a perm rating greater than 0. Class III: Latex or enamel paint with a perm rating of greater than 1.

For the purposes of this section, vented cladding shall include the following minimum clear airspaces: Vinyl lap or horizontal aluminum siding applied over a weather-resistive barrier as specified in this chapter. Brick veneer with a clear airspace as specified in this code. Other approved vented claddings.

Flashing shall be installed in such a manner so as to prevent moisture from entering the wall or to redirect that moisture to the exterior. Flashing shall be installed at the perimeters of exterior door and window assemblies, penetrations and terminations of exterior wall assemblies, exterior wall intersections with roofs, chimneys , porches, decks , balconies and similar projections and at built-in gutters and similar locations where moisture could enter the wall.

Flashing with projecting flanges shall be installed on both sides and the ends of copings , under sills and continuously above projecting trim. In exterior walls of buildings or structures, wall pockets or crevices in which moisture can accumulate shall be avoided or protected with caps or drips, or other approved means shall be provided to prevent water damage.

Flashing and weep holes in anchored veneer shall be located in the first course of masonry above finished ground level above the foundation wall or slab, and other points of support, including structural floors, shelf angles and lintels where anchored veneers are designed in accordance with Section Where fire-retardant- treated wood is used, the height shall not exceed 60 feet 18 mm in height above grade.

The veneer is attached to or furred from a noncombustible backing that is fire-resistance rated as required by other provisions of this code. Where open or spaced wood veneers without concealed spaces are used, they shall not project more than 24 inches mm from the building wall. Anchored masonry veneer shall comply with the provisions of Sections Anchored masonry veneers in accordance with Chapter 14 are not required to meet the tolerances in Article 3.

Anchored stone veneer units not exceeding 10 inches mm in thickness shall be anchored directly to masonry , concrete or to stud construction by one of the following methods: With concrete or masonry backing , anchor ties shall be not less than 0. The legs of the loops shall be not less than 6 inches mm in length bent at right angles and laid in the mortar joint , and spaced so that the eyes or loops are 12 inches mm maximum on center in both directions.

There shall be provided not less than a 0. This tie shall be a loop having legs not less than 15 inches mm in length bent so that the tie will lie in the stone veneer mortar joint. The last 2 inches 51 mm of each wire leg shall have a right-angle bend. One-inch 25 mm minimum thickness of cement grout shall be placed between the backing and the stone veneer. With wood stud backing , a 2-inch by 2-inch 51 by 51 mm 0. On studs, the mesh shall be attached with 2-inch-long 51 mm corrosion-resistant steel wire furring nails at 4 inches mm on center providing a minimum 1.

There shall be not less than a 0. This tie shall be a loop having legs not less than 15 inches mm in length, so bent that the tie will lie in the stone veneer mortar joint. With cold-formed steel stud backing , a 2-inch by 2-inch 51 by 51 mm 0. The mesh shall be attached with corrosion-resistant 8 self-drilling, tapping screws at 4 inches mm on center, and at 8 inches mm on center into top and bottom tracks or with equivalent wire ties. Screws shall extend through the steel connection not fewer than three exposed threads.

The cold-formed steel framing members shall have a minimum bare steel thickness of 0. Anchored slab-type veneer units not exceeding 2 inches 51 mm in thickness shall be anchored directly to masonry , concrete or light-frame construction. For veneer units of marble, travertine, granite or other stone units of slab form, ties of corrosion-resistant dowels in drilled holes shall be located in the middle third of the edge of the units, spaced not more than 24 inches mm apart around the periphery of each unit with not less than four ties per veneer unit.

Units shall not exceed 20 square feet 1. If the dowels are not tight fitting, the holes shall be drilled not more than 0. Veneer ties shall be corrosion-resistant metal capable of resisting, in tension or compression, a force equal to two times the weight of the attached veneer. If made of sheet metal, veneer ties shall be not smaller in area than 0.

The facing shall be tied to the backing wall with corrosion-resistant metal anchors of not less than No. The veneer ties shall have sufficient strength to support the full weight of the veneer in tension.

The facing shall be set with not less than a 2-inch 51 mm space from the backing wall and the space shall be filled solidly with Portland cement grout and pea gravel. Immediately prior to setting, the backing wall and the facing shall be drenched with clean water and shall be distinctly damp when the grout is poured. Adhered masonry veneer shall comply with the applicable requirements in this section and Sections Exterior adhered masonry veneer shall be installed in accordance with Section Water-resistive barriers shall be installed as required in Section Flashing shall comply with the applicable requirements of Section A corrosion-resistant screed or flashing of a minimum 0.

The water-resistive barrier shall lap over the exterior of the attachment flange of the screed or flashing. Exterior adhered masonry veneer installed with lath and mortar shall comply with the following. Lathing shall comply with the requirements of Section The surface of this mortar shall be scored horizontally, resulting in a scratch coat.

Adhered masonry veneer applied directly to masonry or concrete shall comply with the applicable requirements of Section Cold weather construction of adhered masonry veneer shall comply with the requirements of Sections and Hot weather construction of adhered masonry veneer shall comply with the requirements of Section Porcelain tile shall be adhered to an approved backing system. Interior adhered masonry veneers shall have a maximum weight of 20 psf 0. Veneers of metal shall be fabricated from approved corrosion-resistant materials or shall be protected front and back with porcelain enamel, or otherwise be treated to render the metal resistant to corrosion.

Such veneers shall be not less than 0. Exterior metal veneer shall be securely attached to the supporting masonry or framing members with corrosion-resistant fastenings, metal ties or by other approved devices or methods.

The spacing of the fastenings or ties shall not exceed 24 inches mm either vertically or horizontally, but where units exceed 4 square feet 0. The metal attachments shall have a cross-sectional area not less than provided by W 1. Such attachments and their supports shall be designed and constructed to resist the wind loads as specified in Section for components and cladding. Metal supports for exterior metal veneer shall be protected by painting, galvanizing or by other equivalent coating or treatment.

Wood studs, furring strips or other wood supports for exterior metal veneer shall be approved pressure- treated wood or protected as required in Section Joints and edges exposed to the weather shall be caulked with approved durable waterproofing material or by other approved means to prevent penetration of moisture.

Masonry backup shall not be required for metal veneer unless required by the fire-resistance requirements of this code. Grounding of metal veneers on buildings shall comply with the requirements of Chapter 27 of this code. The area of a single section of thin exterior structural glass veneer shall not exceed 10 square feet 0. The length or height of any section of thin exterior structural glass veneer shall not exceed 48 inches mm.

The thickness of thin exterior structural glass veneer shall be not less than 0. Thin exterior structural glass veneer shall be set only after backing is thoroughly dry and after application of an approved bond coat uniformly over the entire surface of the backing so as to effectively seal the surface. The bond coat and mastic shall be evaluated for compatibility and shall bond firmly together. The space between the molding and the sidewalk shall be thoroughly caulked and made water tight.

Where thin exterior structural glass veneer is installed above the level of the top of a bulkhead facing, or at a level more than 36 inches mm above the sidewalk level, the mastic cement binding shall be supplemented with approved nonferrous metal shelf angles located in the horizontal joints in every course.

Such shelf angles shall be not less than 0. Shelf angles shall be secured to the wall or backing with expansion bolts, toggle bolts or by other approved methods. Unless otherwise specifically approved by the building official , abutting edges of thin exterior structural glass veneer shall be ground square. Mitered joints shall not be used except where specifically approved for wide angles.

Joints shall be uniformly buttered with an approved jointing compound and horizontal joints shall be held to not less than 0. Thin exterior structural glass veneer installed above the level of the heads of show windows and veneer installed more than 12 feet mm above sidewalk level shall, in addition to the mastic cement and shelf angles, be held in place by the use of fastenings at each vertical or horizontal edge, or at the four corners of each glass unit.

Fastenings shall be secured to the wall or backing with expansion bolts, toggle bolts or by other methods. Fastenings shall be so designed as to hold the glass veneer in a vertical plane independent of the mastic cement. Shelf angles providing both support and fastenings shall be permitted.

Exposed edges of thin exterior structural glass veneer shall be flashed with overlapping corrosion-resistant metal flashing and caulked with a waterproof compound in a manner to effectively prevent the entrance of moisture between the glass veneer and the backing. Windows and doors installed in exterior walls shall conform to the testing and performance requirements of Section Windows and doors shall be installed in accordance with approved manufacturer's instructions.

Fastener size and spacing shall be provided in such instructions and shall be calculated based on maximum loads and spacing used in the tests. Vinyl siding conforming to the requirements of this section and complying with ASTM D shall be permitted on exterior walls of buildings located in areas where V asd as determined in accordance with Section Where construction is located in areas where V asd as determined in accordance with Section Vinyl siding shall be secured to the building so as to provide weather protection for the exterior walls of the building.

The siding shall be applied over sheathing or materials listed in Section Siding shall be applied to conform to the water-resistive barrier requirements in Section Siding and accessories shall be installed in accordance with approved manufacturer's instructions.

Unless otherwise specified in the approved manufacturer's instructions, nails used to fasten the siding and accessories shall have a minimum 0. For cold-formed steel light-frame construction , corrosion-resistant fasteners shall be used.

Screw fasteners shall penetrate the cold-formed steel framing at least three exposed threads. Other fasteners shall be installed in accordance with the approved construction documents and manufacturer's instructions. Where the siding is installed horizontally, the fastener spacing shall not exceed 16 inches mm horizontally and 12 inches mm vertically. Where the siding is installed vertically, the fastener spacing shall not exceed 12 inches mm horizontally and 12 inches mm vertically.

Cement plaster applied to exterior walls shall conform to the requirements specified in Chapter Fiber-cement siding complying with Section Where specified, the siding shall be installed over sheathing or materials listed in Section Unless otherwise specified in the approved manufacturer's instructions, nails used to fasten the siding to wood studs shall be corrosion-resistant round head smooth shank and shall be long enough to penetrate the studs at least 1 inch 25 mm.

Screw fasteners shall penetrate the cold-formed steel framing at least three exposed full threads. Panels shall be installed with the long dimension either parallel or perpendicular to framing. Vertical and horizontal joints shall occur over framing members and shall be protected with caulking, with battens or flashing, or be vertical or horizontal shiplap or otherwise designed to comply with Section Panel siding shall be installed with fasteners in accordance with the approved manufacturer's instructions.

Lap siding courses shall be installed with the fastener heads exposed or concealed in accordance with the approved manufacturer's instructions.

Weather boarding and wall coverings shall be securely fastened with aluminum, copper, zinc, zinc-coated or other approved corrosion-resistant fasteners in accordance with the nailing schedule in Table Shingles and other weather coverings shall be attached with appropriate standard-shingle nails to furring strips securely nailed to studs, or with approved mechanically bonding nails, except where sheathing is of wood not less than 1-inch 25 mm nominal thickness or of wood structural panels as specified in Table Polypropylene siding conforming to the requirements of this section and complying with Section Polypropylene siding shall be installed in accordance with the manufacturer's instructions.

Section shall apply to exterior wall coverings ; balconies and similar projections; and bay and oriel windows constructed of combustible materials. On buildings of Type I, II, III and IV construction, exterior wall coverings shall be permitted to be constructed of combustible materials, complying with the following limitations: Combustible exterior wall coverings shall not exceed 10 percent of an exterior wall surface area where the fire separation distance is 5 feet mm or less.

Combustible exterior wall coverings shall be limited to 40 feet 12 mm in height above grade plane.