Model: sbeiruty/embeddingFT
Author: sbeiruty
Pipeline: sentence-similarity
Library: sentence-transformers
Tags: sentence-transformers, safetensors, xlm-roberta, sentence-similarity, feature-extraction, generated_from_trainer, dataset_size:2119, loss:MultipleNegativesRankingLoss, arxiv:1908.10084, arxiv:1705.00652, base_model:intfloat/multilingual-e5-large-instruct, base_model:finetune:intfloat/multilingual-e5-large-instruct, text-embeddings-inference, endpoints_compatible, region:us
Base models (finetune): id: intfloat/multilingual-e5-large-instruct
Card metadata: tags: sentence-transformers, sentence-similarity, feature-extraction, generated_from_trainer, dataset_size:2119, loss:MultipleNegativesRankingLoss
base_model: intfloat/multilingual-e5-large-instruct
widget: source_sentence: 4) Where the effects due to lateral earth pressure, H, restraint effects from 
pre-stress, P, and imposed deformation, T, affect the structural safety, they shall be 
taken into account in the calculations, with load factors of 1.5, 1.0 and 1.25 assigned to 
H, P and T respectively. (See Note A-4.1.3.2.(4).) 
5) Except as provided in Sentence 4.1.8.16.(2), the counteracting factored dead 
load—0.9D in load combination cases 2, 3 and 4 and 1.0D in load combination case 
5 in Table 4.1.3.2.-A, and 0.9D in load combination cases 1 to 5 and 1.0D in load 
combination case 6 in Table 4.1.3.2.-B—shall be used when the dead load acts to resist 
overturning, uplift, sliding, failure due to stress reversal, and to determine anchorage 
requirements and the factored resistance of members. (See Note A-4.1.3.2.(5).) 
6) The principal-load factor 1.5 for live loads L in Table 4.1.3.2.-A and LXC in 
Table 4.1.3.2.-B may be reduced to 1.25 for liquids in tanks. 
7) The companion-load factor for live loads L in Table 4.1.3.2.-A and LXC in 
Table 4.1.3.2.-B shall be increased by 0.5 for storage areas, and equipment areas and 
service rooms referred to in Table 4.1.5.3. 
Table 4.1.3.2.-A 
Load Combinations Without Crane Loads for Ultimate Limit States 
Forming Part of Sentences 4.1.3.2.(2) and (5) to (10), and 4.2.4.1.(3) 
Case 
Load Combination(1) 
Principal Loads Companion Loads 
1 
2 
3 
4 
5 
1.4D(2) 
(1.25D(3) or 0.9D(4))+ 1 . 
sentences: Interior Finishes, Furnishings and Decorative Materials 
1) Except as otherwise provided by this Subsection, interior finishes, furnishings 
and decorative materials shall conform to Section 2.3. of Division B of the NFC. 
2) Interior finish material shall include any material that forms part of the interior 
surface of a floor, wall, partition or ceiling, including 
a) interior cladding of plaster, wood or tile, 
b) surfacing of fabric, paint, plastic, veneer or wallpaper, 
c) doors, windows and trim, 
d) lighting elements such as light diffusers and lenses forming part of the 
finished surface of the ceiling, and 
e) carpet material that overlies a floor that is not intended as the finished floor. 
3.1.13.2. Flame-Spread Rating 
1) Except as otherwise required or permitted by this Subsection, the flame-spread 
rating of interior wall and ceiling finishes, including glazing and skylights, shall be not 
more than 150 and shall conform to Table 3.1.13.2. 
Table 3.1.13.2. 
, 4) Where the effects due to lateral earth pressure, H, restraint effects from 
pre-stress, P, and imposed deformation, T, affect the structural safety, they shall be 
taken into account in the calculations, with load factors of 1.5, 1.0 and 1.25 assigned to 
H, P and T respectively. (See Note A-4.1.3.2.(4).) 
5) Except as provided in Sentence 4.1.8.16.(2), the counteracting factored dead 
load—0.9D in load combination cases 2, 3 and 4 and 1.0D in load combination case 
5 in Table 4.1.3.2.-A, and 0.9D in load combination cases 1 to 5 and 1.0D in load 
combination case 6 in Table 4.1.3.2.-B—shall be used when the dead load acts to resist 
overturning, uplift, sliding, failure due to stress reversal, and to determine anchorage 
requirements and the factored resistance of members. (See Note A-4.1.3.2.(5).) 
6) The principal-load factor 1.5 for live loads L in Table 4.1.3.2.-A and LXC in 
Table 4.1.3.2.-B may be reduced to 1.25 for liquids in tanks. 
7) The companion-load factor for live loads L in Table 4.1.3.2.-A and LXC in 
Table 4.1.3.2.-B shall be increased by 0.5 for storage areas, and equipment areas and 
service rooms referred to in Table 4.1.5.3. 
Table 4.1.3.2.-A 
Load Combinations Without Crane Loads for Ultimate Limit States 
Forming Part of Sentences 4.1.3.2.(2) and (5) to (10), and 4.2.4.1.(3) 
Case 
Load Combination(1) 
Principal Loads Companion Loads 
1 
2 
3 
4 
5 
1.4D(2) 
(1.25D(3) or 0.9D(4))+ 1 . , (4) 
2.2.1.10.(1) 
3.1.5.7., source_sentence: (1) 
3.4.6.15.(3) 
3.7.2.4.(1) 
Table 5.9.1.1. 
9.6.1.2.
sentences: (4)(a) and Articles 3.4.6.19. and 3.8.2.10. shall 
be not less than 200 lx. 
8) Lighting outlets in a building of residential occupancy shall be provided in 
conformance with Subsection 9.34.2. 
, (1) 
3.4.6.15.(3) 
3.7.2.4.(1) 
Table 5.9.1.1. 
9.6.1.2., zinc, 
aluminum, magnesium); metallic hydride (e.g. sodium borohydride, germanium tetrahydride, calcium 
hydride). 
The following dangerously reactive materials, among others, are known to release a toxic gas in reaction to 
contact with water or humidity: organic and inorganic chloride (e.g. phosphorus trichloride, phosphorus oxide 
trichloride, acetyl chloride); organic and inorganic bromide (e.g. , source_sentence: Specified Rain Load 
1) Except as provided in Sentence (4), the specified load, S, due to the 
accumulation of rainwater on a surface whose position, shape and deflection under 
load make such an accumulation possible, is that resulting from the one-day rainfall 
determined in conformance with Subsection 1.1.3. and applied over the horizontal 
projection of the surface and all tributary surfaces. 
sentences: Specified Rain Load 
1) Except as provided in Sentence (4), the specified load, S, due to the 
accumulation of rainwater on a surface whose position, shape and deflection under 
load make such an accumulation possible, is that resulting from the one-day rainfall 
determined in conformance with Subsection 1.1.3. and applied over the horizontal 
projection of the surface and all tributary surfaces. , (2) 
D = distance from the narrow edge where the length of the landing is measured 
= half the required length of the landing 
See Sentences 3.4.6.4.(3) and 9.8.6.3.(3). 
National Building Code of Canada 2020 Volume 1 Division B 3-263 
Copyright © NRC 1941 - 2022 World Rights Reserved © CNRC 1941-2022 Droits réservés pour tous pays, Division B 3.1.5.2. 
2) Where a building is considered to face 1 street in accordance with 
Clause 3.2.2.10.(3)(b), the exterior cladding on each exterior wall of buildings 
conforming to Article 3.2.2.51. or 3.2.2.60. shall consist of 
a) noncombustible cladding, or 
b) except as provided in Sentence (4), a wall assembly that satisfies the criteria 
of Clause 3.1.5.5.(1)(b). 
3) A wall assembly conforming to Clause (1)(b) or (2)(b) that includes combustible 
cladding made of fire-retardant-treated wood shall be tested for fire exposure after the 
cladding has been subjected to the accelerated weathering test specified in ASTM 
D2898, “Standard Practice for Accelerated Weathering of Fire-Retardant-Treated 
Wood for Fire Testing.” 
4) Exterior wall assemblies constructed in accordance with Section D-6 of 
Appendix D are deemed to comply with Clauses (1)(b) and (2)(b). 
3.1.5. Noncombustible Construction 
3.1.5.1. , source_sentence: Sentence 3.2.4.4.(2) also allows the implementation of a “zoned 2-stage” sequence of operation, whereby the 
alarm signal sounds in the zone of key switch actuation (and perhaps in the adjacent zones, which may be 
the storey above and the storey below) and the alert signal sounds throughout the rest of the building. This 
sequencing would be created automatically by the fire alarm control unit. 
National Building Code of Canada 2020 Volume 1 Division B 3-239 
Copyright © NRC 1941 - 2022 World Rights Reserved © CNRC 1941-2022 Droits réservés pour tous pays
sentences: Sentence 3.2.4.4.(2) also allows the implementation of a “zoned 2-stage” sequence of operation, whereby the 
alarm signal sounds in the zone of key switch actuation (and perhaps in the adjacent zones, which may be 
the storey above and the storey below) and the alert signal sounds throughout the rest of the building. This 
sequencing would be created automatically by the fire alarm control unit. 
National Building Code of Canada 2020 Volume 1 Division B 3-239 
Copyright © NRC 1941 - 2022 World Rights Reserved © CNRC 1941-2022 Droits réservés pour tous pays, 2) Sentence (1) need not apply to agricultural occupancies where the welding and 
cutting operations do not present a fire or explosion hazard to adjacent areas. 
2.2.8.5. , 5) The fire separation required by Sentence 3.3.5.6.(1) is not required between a 
dwelling unit and an attached storage garage,s e r v i n g t h a t dwelling unit only, provided 
a) the dwelling unit and its attached storage garage are separated from the 
remainder of the building in conformance with Sentences (1) to (3), 
b) there are no air duct systems connecting the storage garage and the dwelling 
unit, 
3-134 Division B National Building Code of Canada 2020 Volume 1 
Copyright © NRC 1941 - 2022 World Rights Reserved © CNRC 1941-2022 Droits réservés pour tous pays, source_sentence: (1) 
2.2.8.1.(4) 
2.2.8.7.(1) 
2.4.2.3.(4) 
A-2.2.8.4.(1) 
3.1.13.1.(1) 
3.2.3.21.(1) 
3.2.5.16.
sentences: 5) T h ec l e a r h e i g h ti na storage garage shall be not less than 2 m. 
6) Where garage floors or ramps are 600 mm or more above the adjacent ground 
or floor level, every opening through such floors and the perimeter of floors and ramps 
shall be provided with 
a) a continuous curb not less than 140 mm high, a guard not less than 1 070 mm 
high, and a vehicle guardrail not less than 500 mm high conforming to 
Sentence (7), or 
b) a full-height wall conforming to Sentence (7). 
7) Vehicle guardrails and full-height walls required in Sentence (6) shall 
be designed and constructed to withstand the loading values stipulated in 
Sentence 4.1.5.15.(1). 
8) Except for open-air storeys,e v e r y storey of a storage garage or repair garage located 
below grade shall be sprinklered. 
3.3.5.5. Repair Garage Separation 
1) A repair garage and any ancillary spaces serving it, including waiting rooms, 
reception rooms, tool and parts storage areas and supervisory office space, shall be 
separated from other occupancies by a fire separation having a fire-resistance rating not 
less than 2 h. 
3.3.5.6. , (1) 
2.2.8.1.(4) 
2.2.8.7.(1) 
2.4.2.3.(4) 
A-2.2.8.4.(1) 
3.1.13.1.(1) 
3.2.3.21.(1) 
3.2.5.16., (1) and 3.2.2.18.(2), the building 
shall be sprinklered throughout, 
b) floor assemblies shall be fire separations with a fire-resistance rating not less 
than 2 h, 
c) mezzanines shall have a fire-resistance rating not less than 1 h, and 
d) loadbearing walls, columns and arches shall have a fire-resistance rating not 
less than that required for the supported assembly. 
3.2.2.37. Group B, Division 1, up to 3 Storeys, Sprinklered 
1) A building classified as Group B, Division 1 is permitted to conform to 
Sentence (2) provided 
a) except as permitted by Sentences 3.2.2.7.(1) and 3.2.2.18.(2), the building is 
sprinklered throughout, 
b) it is not more than 3 storeys in building height,a n d 
c) it has a building area 
i) that is not limited if the building is not more than 1 storey 
in building height, 
ii) not more than 12 000 m2 if 2 storeys in building height,o r 
iii) not more than 8 000 m2 if 3 storeys in building height. 
2) Except as permitted by Article 3.2.2.16., the building referred to in Sentence (1) 
shall be of noncombustible construction,a n d 
a) floor assemblies shall be fire separations with a fire-resistance rating not less 
than 1 h, 
b) mezzanines shall have a fire-resistance rating not less than 1 h, and 
c) loadbearing walls, columns and arches shall have a fire-resistance rating not 
less than that required for the supported assembly. 
3.2.2.38. Group B, Division 2, Any Height, Any Area, Sprinklered 
1) Except as permitted by Articles 3.2.2.39. to 3.2.2.41., a building classified as 
Group B, Division 2 shall conform to Sentence (2). 
2) Except as permitted by Article 3.2.2.16., the building referred to in Sentence (1) 
shall be of noncombustible construction,a n d 
a) except as permitted by Sentences 3.2.2.7.
pipeline_tag: sentence-similarity
library_name: sentence-transformers
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Created: 2025-02-16 23:12:00