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7 LONG TITLE
8 General Description:
9 This bill amends provisions related to the State Construction Code.
10 Highlighted Provisions:
11 This bill:
12 ▸ modifies the process by which the Legislature adopts new versions of the State
13 Construction Code and the State Fire Code;
14 ▸ addresses the ability of state and local entities to adopt a rule or ordinance that is
15 different from the State Construction Code or the State Fire Code;
16 ▸ adopts, with amendments:
17 • the 2015 International Building Code;
18 • the 2015 International Residential Code;
19 • the 2015 International Plumbing Code;
20 • the 2015 International Mechanical Code;
21 • the 2015 International Fuel Gas Code;
22 • the 2014 National Electric Code;
23 • the 2015 International Energy Conservation Code; and
24 • the 2015 International Existing Building Code;
25 ▸ updates provisions to coordinate with the newly adopted international codes;
26 ▸ amends provisions related to the amount of fireworks a person may store in a
27 building equipped with an approved sprinkler system;
28 ▸ amends provisions related to carbon monoxide alarm installation;
29 ▸ amends provisions related to supplying toilet facilities during building construction;
30 ▸ provides an alternative means of complying with the International Energy
31 Conservation Code;
32 ▸ amends provisions related to air duct leakage testing;
33 ▸ modifies the amount of allowed air duct leakage;
34 ▸ modifies energy rating index compliance requirements;
35 ▸ modifies installation requirements for potable water supply protection;
36 ▸ modifies electrical wiring requirements for a basement, garage, or accessory
37 building;
38 ▸ deletes a requirement in the International Plumbing Code that trenching parallel to a
39 footing or wall not extend into the bearing plane of the footing or wall;
40 ▸ deletes an International Plumbing Code requirement for installation of a temperature
41 limiting device in a footbath, pedicure bath, or head shampoo sink;
42 ▸ deletes an International Plumbing Code requirement for multiple-compartment
43 sinks that discharge independently to a waste receptor;
44 ▸ provides an alternative method for storm drain installation;
45 ▸ provides for the use of a gray water recycling system in a single family residential
46 area;
47 ▸ provides an alternative compliance method related to embedded joints;
48 ▸ provides an alternative method for installing an overcurrent device;
49 ▸ provides emission requirements for certain natural gas-fired water heaters; and
50 ▸ amends provisions to coordinate with newly adopted codes and related Utah Code
51 sections.
52 Money Appropriated in this Bill:
53 None
54 Other Special Clauses:
55 None
56 Utah Code Sections Affected:
57 AMENDS:
58 15A-1-204, as last amended by Laws of Utah 2014, Chapters 178 and 189
59 15A-1-403, as enacted by Laws of Utah 2011, Chapter 14
60 15A-2-102, as last amended by Laws of Utah 2014, Chapter 189
61 15A-2-103, as last amended by Laws of Utah 2015, Chapter 258
62 15A-2-104, as last amended by Laws of Utah 2014, Chapter 189
63 15A-3-102, as last amended by Laws of Utah 2013, Chapter 297
64 15A-3-103, as last amended by Laws of Utah 2013, Chapter 297
65 15A-3-104, as last amended by Laws of Utah 2014, Chapter 243
66 15A-3-105, as last amended by Laws of Utah 2013, Chapter 297
67 15A-3-106, as last amended by Laws of Utah 2014, Chapter 153
68 15A-3-107, as last amended by Laws of Utah 2013, Chapter 297
69 15A-3-108, as last amended by Laws of Utah 2013, Chapter 297
70 15A-3-110, as last amended by Laws of Utah 2013, Chapter 297
71 15A-3-112, as last amended by Laws of Utah 2013, Chapter 297
72 15A-3-113, as last amended by Laws of Utah 2013, Chapter 297
73 15A-3-202, as last amended by Laws of Utah 2015, Chapter 205
74 15A-3-203, as last amended by Laws of Utah 2013, Chapter 279
75 15A-3-204, as last amended by Laws of Utah 2013, Chapter 297
76 15A-3-205, as last amended by Laws of Utah 2013, Chapter 297
77 15A-3-206, as last amended by Laws of Utah 2013, Chapter 297
78 15A-3-302, as last amended by Laws of Utah 2013, Chapter 297
79 15A-3-303, as last amended by Laws of Utah 2013, Chapter 297
80 15A-3-304, as last amended by Laws of Utah 2013, Chapter 297
81 15A-3-305, as last amended by Laws of Utah 2013, Chapter 297
82 15A-3-306, as last amended by Laws of Utah 2014, Chapter 189
83 15A-3-308, as enacted by Laws of Utah 2011, Chapter 14
84 15A-3-310, as last amended by Laws of Utah 2013, Chapter 297
85 15A-3-311, as last amended by Laws of Utah 2013, Chapter 297
86 15A-3-313, as last amended by Laws of Utah 2013, Chapter 297
87 15A-3-314, as last amended by Laws of Utah 2013, Chapter 297
88 15A-3-401, as last amended by Laws of Utah 2014, Chapter 100
89 15A-3-501, as last amended by Laws of Utah 2013, Chapter 297
90 15A-3-601, as last amended by Laws of Utah 2013, Chapter 297
91 15A-3-701, as last amended by Laws of Utah 2013, Chapter 279
92 15A-3-801, as last amended by Laws of Utah 2013, Chapter 297
93 15A-4-103, as enacted by Laws of Utah 2011, Chapter 14
94 15A-4-107, as enacted by Laws of Utah 2011, Chapter 14
95 15A-4-203, as enacted by Laws of Utah 2011, Chapter 14
96 58-11a-502, as last amended by Laws of Utah 2014, Chapter 100
97 ENACTS:
98 15A-3-315, Utah Code Annotated 1953
99 15A-3-901, Utah Code Annotated 1953
100 15A-6-101, Utah Code Annotated 1953
101 15A-6-102, Utah Code Annotated 1953
102 REPEALS:
103 15A-3-106.5, as enacted by Laws of Utah 2014, Chapter 153
104
105 Be it enacted by the Legislature of the state of Utah:
106 Section 1. Section 15A-1-204 is amended to read:
107 15A-1-204. Adoption of State Construction Code -- Amendments by commission
108 -- Approved codes -- Exemptions.
109 (1) (a) The State Construction Code is the construction codes adopted with any
110 modifications in accordance with this section that the state and each political subdivision of the
111 state shall follow.
112 (b) A person shall comply with the applicable provisions of the State Construction
113 Code when:
114 (i) new construction is involved; and
115 (ii) the owner of an existing building, or the owner's agent, is voluntarily engaged in:
116 (A) the repair, renovation, remodeling, alteration, enlargement, rehabilitation,
117 conservation, or reconstruction of the building; or
118 (B) changing the character or use of the building in a manner that increases the
119 occupancy loads, other demands, or safety risks of the building.
120 (c) On and after July 1, 2010, the State Construction Code is the State Construction
121 Code in effect on July 1, 2010, until in accordance with this section:
122 (i) a new State Construction Code is adopted; or
123 (ii) one or more provisions of the State Construction Code are amended or repealed in
124 accordance with this section.
125 (d) A provision of the State Construction Code may be applicable:
126 (i) to the entire state; or
127 (ii) within a county, city, or town.
128 (2) (a) The Legislature shall adopt a State Construction Code by enacting legislation
129 that adopts a nationally recognized construction code with any modifications.
130 (b) Legislation [
131 state that [
132 enacted, unless otherwise stated in the legislation.
133 (c) Subject to Subsection [
134 Legislature is the State Construction Code until, in accordance with this section, the Legislature
135 adopts a new State Construction Code by:
136 (i) adopting a new State Construction Code in its entirety; or
137 (ii) amending or repealing one or more provisions of the State Construction Code.
138 (3) (a) Except as provided in Subsection (3)(b), for each update of a nationally
139 recognized construction code, the commission shall prepare a report described in Subsection
140 (4).
141 (b) For the provisions of a nationally recognized construction code that apply only to
142 detached one- and two-family dwellings and townhouses not more than three stories above
143 grade plane in height with separate means of egress and their accessory structures, the
144 commission shall:
145 (i) prepare a report described in Subsection (4) in 2021 and, thereafter, for every
146 second update of the nationally recognized construction code; and
147 (ii) not prepare a report described in Subsection (4) in 2018.
148 (4) (a) In accordance with Subsection (3), on or before September 1 of the same year as
149 the year designated in the title of a nationally recognized construction code, the commission
150 shall prepare and submit a report to the Business and Labor Interim Committee that:
151 (i) states whether the commission recommends the Legislature adopt the update with
152 any modifications; and
153 (ii) describes the costs and benefits of each recommended change in the update or in
154 any modification.
155 (b) After the Business and Labor Interim Committee receives the report described in
156 Subsection (4)(a), the Business and Labor Interim Committee shall:
157 (i) study the recommendations during the remainder of the interim; and
158 (ii) if the Business and Labor Interim Committee decides to recommend legislative
159 action to the Legislature, prepare legislation for consideration by the Legislature in the next
160 general session.
161 [
162 which the commission is not required to submit a report described in Subsection (4),
163 recommend in a report to the Business and Labor Interim Committee whether the Legislature
164 should[
165 [
166
167 (ii) As part of a recommendation described in Subsection (5)(a)(i), the commission
168 shall describe the costs and benefits of each proposed amendment or repeal.
169 (b) The commission may recommend legislative action related to the State
170 Construction Code:
171 (i) on its own initiative;
172 (ii) upon the recommendation of the division; or
173 (iii) upon the receipt of a request by one of the following that the commission
174 recommend legislative action related to the State Construction Code:
175 (A) a local regulator;
176 (B) a state regulator;
177 (C) a state agency involved with the construction and design of a building;
178 (D) the Construction Services Commission;
179 (E) the Electrician Licensing Board;
180 (F) the Plumbers Licensing Board; or
181 (G) a recognized construction-related association.
182 [
183 legislative action to the Legislature, the Business and Labor Interim Committee shall prepare
184 legislation for consideration by the Legislature in the next general session [
185
186 [
187 [
188 [
189 commission may, in accordance with Title 63G, Chapter 3, Utah Administrative Rulemaking
190 Act, amend the State Construction Code if the commission determines that waiting for
191 legislative action in the next general legislative session would:
192 (i) cause an imminent peril to the public health, safety, or welfare; or
193 (ii) place a person in violation of federal or other state law.
194 (b) If the commission amends the State Construction Code in accordance with this
195 Subsection [
196 (i) the text of the amendment to the State Construction Code; and
197 (ii) an analysis that includes the specific reasons and justifications for the commission's
198 findings.
199 (c) If the State Construction Code is amended under this Subsection [
200 division shall:
201 (i) publish the amendment to the State Construction Code in accordance with Section
202 15A-1-205; and
203 (ii) notify the Business and Labor Interim Committee of the amendment to the State
204 Construction Code, including a copy of the commission's analysis described in Subsection [
205 (6)(b)(ii).
206 (d) If not formally adopted by the Legislature at [
207 an amendment to the State Construction Code under this Subsection [
208 July 1 immediately following the next annual general session that follows the adoption of the
209 amendment.
210 [
211 adopting, one or more approved codes, including a specific edition of a construction code, for
212 use by a compliance agency.
213 (b) If the code adopted by a compliance agency is an approved code described in
214 Subsection [
215 (i) adopt an ordinance requiring removal, demolition, or repair of a building;
216 (ii) adopt, by ordinance or rule, a dangerous building code; or
217 (iii) adopt, by ordinance or rule, a building rehabilitation code.
218 (8) Except as provided in Subsections (6) and (7), a state executive branch entity or
219 political subdivision of the state may not adopt a rule or ordinance, or enforce an existing rule
220 or ordinance, that is more restrictive than, or that has the effect of changing, the requirements
221 of the State Construction Code.
222 [
223 conjunction with agriculture use, and not for human occupancy, is exempt from the permit
224 requirements of the State Construction Code.
225 (b) (i) Unless exempted by a provision other than Subsection [
226 electrical, and mechanical permit may be required when that work is included in a structure
227 described in Subsection [
228 (ii) Unless located in whole or in part in an agricultural protection area created under
229 Title 17, Chapter 41, Agriculture and Industrial Protection Areas, a structure described in
230 Subsection [
231 land that is:
232 (A) within the boundaries of a city or town, and less than five contiguous acres; or
233 (B) within a subdivision for which the county has approved a subdivision plat under
234 Title 17, Chapter 27a, Part 6, Subdivisions, and less than two contiguous acres.
235 [
236 type of sales described in Subsection 59-12-104(20) is exempt from the permit requirements
237 described in:
238 (a) Chapter 2, Adoption of State Construction Code;
239 (b) Chapter 3, Statewide Amendments Incorporated as Part of State Construction
240 Code; and
241 (c) Chapter 4, Local Amendments Incorporated as Part of State Construction Code.
242 Section 2. Section 15A-1-403 is amended to read:
243 15A-1-403. Adoption of State Fire Code.
244 (1) (a) The State Fire Code is:
245 (i) a code promulgated by a nationally recognized code authority that is adopted by the
246 Legislature under this section with any modifications; and
247 (ii) a code to which cities, counties, fire protection districts, and the state shall adhere
248 in safeguarding life and property from the hazards of fire and explosion.
249 (b) On and after July 1, 2010, the State Fire Code is the State Fire Code in effect on
250 July 1, 2010, until in accordance with this section:
251 (i) a new State Fire Code is adopted; or
252 (ii) one or more provisions of the State Fire Code are amended or repealed in
253 accordance with this section.
254 (c) A provision of the State Fire Code may be applicable:
255 (i) to the entire state; or
256 (ii) within a city, county, or fire protection district.
257 (2) (a) The Legislature shall adopt a State Fire Code by enacting legislation that adopts
258 a nationally recognized fire code with any modifications.
259 (b) Legislation [
260 the legislation takes effect on the July 1 after the day on which the legislation is enacted, unless
261 otherwise stated in the legislation.
262 (c) Subject to Subsection [
263 State Fire Code until in accordance with this section the Legislature adopts a new State Fire
264 Code by:
265 (i) adopting a new State Fire Code in its entirety; or
266 (ii) amending or repealing one or more provisions of the State Fire Code.
267 (3) (a) Except as provided in Subsection (3)(b), for each update of a nationally
268 recognized fire code, the board shall prepare a report described in Subsection (4).
269 (b) For the provisions of a nationally recognized fire code that apply only to detached
270 one- and two-family dwellings and townhouses not more than three stories above grade plane
271 in height with separate means of egress and their accessory structures, the board shall:
272 (i) prepare a report described in Subsection (4) in 2021 and, thereafter, for every
273 second update of the nationally recognized fire code; and
274 (ii) not prepare a report described in Subsection (4) in 2018.
275 (4) (a) In accordance with Subsection (3), on or before September 1 of the same year as
276 the year designated in the title of an update of a nationally recognized fire code, the board shall
277 prepare and submit a report to the Business and Labor Interim Committee that:
278 (i) states whether the board recommends the Legislature adopt the update with any
279 modifications; and
280 (ii) describes the costs and benefits of each recommended change in the update or in
281 any modification.
282 (b) After the Business and Labor Interim Committee receives the report described in
283 Subsection (4)(a), the Business and Labor Interim Committee shall:
284 (i) study the recommendations during the remainder of the interim; and
285 (ii) if the Business and Labor Interim Committee decides to recommend legislative
286 action to the Legislature, prepare legislation for consideration by the Legislature in the next
287 general session.
288 [
289 board is not required to submit a report described in Subsection (4), recommend in a report to
290 the Business and Labor Interim Committee whether the Legislature should[
291 repeal one or more provisions of the State Fire Code[
292 [
293
294 (ii) As part of a recommendation described in Subsection (5)(a)(i), the board shall
295 describe the costs and benefits of each proposed amendment or repeal.
296 (b) The board may recommend legislative action related to the State Fire Code:
297 (i) on its own initiative; or
298 (ii) upon the receipt of a request by a city, county, or fire protection district that the
299 board recommend legislative action related to the State Fire Code.
300 (c) Within 45 days after [
301 under Subsection [
302 concerning the request.
303 (d) The board shall conduct a hearing under this section in accordance with the rules of
304 the board.
305 (e) The board shall decide whether to include the request in the report [
306 described in Subsection [
307
308 (f) (i) Within 15 days [
309
310 direct the division to notify the entity that made the request of the board's decision regarding
311 the request.
312 (ii) The division shall provide the notice:
313 [
314 [
315 [
316 legislative action to the Legislature, the Business and Labor Interim Committee shall prepare
317 legislation for consideration by the Legislature in the next general session that, if passed by the
318 Legislature, would[
319 or more provisions of the State Fire Code.
320 [
321 may, in accordance with Title 63G, Chapter 3, Utah Administrative Rulemaking Act, amend a
322 State Fire Code if the board determines that waiting for legislative action in the next general
323 legislative session would:
324 (i) cause an imminent peril to the public health, safety, or welfare; or
325 (ii) place a person in violation of federal or other state law.
326 (b) If the board amends a State Fire Code in accordance with this Subsection [
327 the board shall:
328 (i) publish the State Fire Code with the amendment; and
329 (ii) notify the Business and Labor Interim Committee of the adoption, including a copy
330 of an analysis by the board identifying specific reasons and justifications for its findings.
331 (c) If not formally adopted by the Legislature at [
332 amendment to a State Fire Code adopted under this Subsection [
333 1 immediately following the next annual general session that follows the adoption of the
334 amendment.
335 [
336 political subdivision may enact an ordinance in the political subdivision's fire code that is more
337 restrictive [
338 (i) in order to meet a public safety need of the political subdivision; and
339 (ii) subject to the requirements of [
340 (b) A legislative body of a political subdivision may not enact a rule or ordinance, or
341 enforce an existing rule or ordinance, that is more restrictive than, or has the effect of changing
342 a requirement of, the State Fire Code.
343 [
344 [
345 (i) notify the board in writing at least 30 days before the day on which the legislative
346 body enacts the ordinance and include in the notice a statement as to the proposed subject
347 matter of the ordinance; and
348 (ii) after the legislative body enacts the ordinance, report to the board before the board
349 makes the report required under Subsection [
350 (A) a copy of the ordinance enacted under this Subsection [
351 (B) a description of the public safety need that is the basis of enacting the ordinance.
352 [
353 year with the recommendations submitted in accordance with Subsection [
354 (i) a list of the ordinances enacted under this Subsection [
355 immediately [
356 (ii) recommendations, if any, for legislative action related to an ordinance enacted
357 under this Subsection [
358 [
359 under this Subsection [
360 (ii) The state fire marshal shall make a copy of an ordinance enacted under this
361 Subsection [
362 [
363 Administrative Rulemaking Act, to establish procedures for a legislative body of a political
364 subdivision to follow to provide the notice and report required under this Subsection [
365 (8) A state government entity may not adopt a rule or requirement that:
366 (a) is more restrictive than, or has the effect of changing a requirement of, the State
367 Fire Code; and
368 (b) applies to detached one- and two-family dwellings and townhouses not more than
369 three stories above grade plane in height with a separate means of egress and their accessory
370 structures.
371 Section 3. Section 15A-2-102 is amended to read:
372 15A-2-102. Definitions.
373 As used in this chapter and Chapter 3, Statewide Amendments Incorporated as Part of
374 State Construction Code, and Chapter 4, Local Amendments Incorporated as Part of State
375 Construction Code:
376 (1) "HUD Code" means the Federal Manufactured Housing Construction and Safety
377 Standards Act, as issued by the Department of Housing and Urban Development and published
378 in 24 C.F.R. Parts 3280 and 3282 (as revised April 1, 1990).
379 (2) "IBC" means the edition of the International Building Code adopted under Section
380 15A-2-103.
381 (3) "IEBC" means the edition of the International Existing Building Code adopted
382 under Section 15A-2-103.
383 [
384 adopted under Section 15A-2-103.
385 [
386 Section 15A-2-103.
387 [
388 Section 15A-2-103.
389 [
390 Section 15A-2-103.
391 [
392 Section 15A-2-103.
393 [
394 Section 15A-2-103.
395 [
396 adopted under Section 15A-2-103.
397 Section 4. Section 15A-2-103 is amended to read:
398 15A-2-103. Specific editions adopted of construction code of a nationally
399 recognized code authority.
400 (1) Subject to the other provisions of this part, the following construction codes are
401 incorporated by reference, and together with the amendments specified in Chapter 3, Part 3,
402 Statewide Amendments to International Plumbing Code, and Chapter 4, Local Amendments
403 Incorporated as Part of State Construction Code, are the construction standards to be applied to
404 building construction, alteration, remodeling, and repair, and in the regulation of building
405 construction, alteration, remodeling, and repair in the state:
406 (a) the [
407 issued by the International Code Council;
408 (b) the [
409 International Code Council;
410 (c) the [
411 International Code Council;
412 (d) the [
413 International Code Council;
414 (e) the [
415 International Code Council;
416 (f) the [
417 Protection Association;
418 (g) the [
419 the International Code Council;
420 (h) the 2015 edition of the International Existing Building Code, issued by the
421 International Code Council;
422 [
423 [
424 the International Residential Code, issued by the International Code Council; and
425 [
426 Manufactured Home Installation Standard, issued by the National Fire Protection Association.
427 (2) Consistent with Title 65A, Chapter 8, Management of Forest Lands and Fire
428 Control, the Legislature adopts the 2006 edition of the Utah Wildland Urban Interface Code,
429 issued by the International Code Council, with the alternatives or amendments approved by the
430 Utah Division of Forestry, as a construction code that may be adopted by a local compliance
431 agency by local ordinance or other similar action as a local amendment to the codes listed in
432 this section.
433 Section 5. Section 15A-2-104 is amended to read:
434 15A-2-104. Installation standards for manufactured housing.
435 (1) The following are the installation standards for manufactured housing for new
436 installations or for existing manufactured or mobile homes that are subject to relocation,
437 building alteration, remodeling, or rehabilitation in the state:
438 (a) The manufacturer's installation instruction for the model being installed is the
439 primary standard.
440 (b) If the manufacturer's installation instruction for the model being installed is not
441 available or is incomplete, the following standards apply:
442 (i) Appendix E of the [
443 Code Council for installations defined in Section AE101 of Appendix E; or
444 (ii) if an installation is beyond the scope of the [
445 defined in Section AE101 of Appendix E, the 2005 edition of the NFPA 225 Model
446 Manufactured Home Installation Standard, issued by the National Fire Protection Association.
447 (c) A manufacturer, dealer, or homeowner is permitted to design for unusual
448 installation of a manufactured home not provided for in the manufacturer's standard installation
449 instruction, Appendix E of the [
450 NFPA 225, if the design is approved in writing by a professional engineer or architect licensed
451 in Utah.
452 (d) For a mobile home built before June 15, 1976, the mobile home shall also comply
453 with the additional installation and safety requirements specified in Chapter 3, Part 8,
454 Installation and Safety Requirements for Mobile Homes Built Before June 15, 1976.
455 (2) Pursuant to the HUD Code Section 604(d), a manufactured home may be installed
456 in the state that does not meet the local snow load requirements as specified in Chapter 3, Part
457 2, Statewide Amendments to International Residential Code, except that the manufactured
458 home shall have a protective structure built over the home that meets the IRC and the snow
459 load requirements under Chapter 3, Part 2, Statewide Amendments to International Residential
460 Code.
461 Section 6. Section 15A-3-102 is amended to read:
462 15A-3-102. Amendments to Chapters 1 through 3 of IBC.
463 (1) IBC, Section 106, is deleted.
464 (2) [
465 Weather-resistant exterior wall envelope. An inspection shall be made of the weather-resistant
466 exterior wall envelope as required by Section 1403.2, and flashing as required by Section
467 1405.4 to prevent water from entering the weather-resistive barrier."
468 [
469
470
471
472 (3) IBC, Section 115.1, is deleted and replaced with the following: "115.1 Authority.
473 Whenever the building official finds any work regulated by this code being performed in a
474 manner either contrary to the provisions of this code or other pertinent laws or ordinances or is
475 dangerous or unsafe, the building official is authorized to stop work."
476 (4) In IBC, Section 202, the following definition is added for Ambulatory Surgical
477 Center: "AMBULATORY SURGICAL CENTER. A building or portion of a building licensed
478 by the Utah Department of Health where procedures are performed that may render patients
479 incapable of self preservation where care is less than 24 hours. See Utah Administrative Code
480 R432-13."
481 (5) In IBC, Section 202, the definition for Foster Care Facilities is modified by
482 changing the word "Foster" to "Child."
483 (6) In IBC, Section 202, the definition for "[F]Record Drawings" is modified by
484 deleting the words "a fire alarm system" and replacing them with "any fire protection system".
485 (7) In IBC, Section 202, the following definition is added for Residential
486 Treatment/Support Assisted Living Facility: "RESIDENTIAL TREATMENT/SUPPORT
487 ASSISTED LIVING FACILITY. See Section 308.1.2."
488 (8) In IBC, Section 202, the following definition is added for Type I Assisted Living
489 Facility: "TYPE I ASSISTED LIVING FACILITY. See Section 308.1.2."
490 (9) In IBC, Section 202, the following definition is added for Type II Assisted Living
491 Facility: "TYPE II ASSISTED LIVING FACILITY. See Section 308.1.2."
492 [
493
494
495 [
496 word "supervision," and the following sentence is added at the end of the paragraph: "See
497 Section 425 for special requirements for Day Care."
498 [
499 with the word "four" in both places.
500 [
501 Residential Certificate or a Family License. Areas used for child day care purposes with a
502 Residential Certificate R430-50 or a Family License, as defined in Utah Administrative Code,
503 R430-90, Licensed Family Child Care, may be located in a Group R-2 or R-3 occupancy as
504 provided in Section 310.5 or shall comply with the International Residential Code in
505 accordance with Section R101.2."
506 [
507 Centers. Areas used for Hourly Child Care Centers, as defined in Utah Administrative Code,
508 R430-60, Child Care Center as defined in Utah Administrative Code, R430-100, or Out of
509 School Time Programs, as defined in Utah Administrative Code, R430-70, may be classified as
510 accessory occupancies."
511 (14) In IBC, Table 307.1(1), footnote "d" is added to the row for Consumer fireworks
512 in the column titled STORAGE - Solid Pounds (cubic feet).
513 (15) In IBC, Section 308.2, the word "FOSTER" is deleted and replaced with
514 "CHILD."
515 [
516 facilities and related occupancies. The following words and terms shall, for the purposes of
517 this section and as used elsewhere in this code, have the meanings shown herein.
518 TYPE I ASSISTED LIVING FACILITY. A residential facility licensed by the Utah
519 Department of Health that provides a protected living arrangement for ambulatory,
520 non-restrained persons who are capable of achieving mobility sufficient to exit the facility
521 without the assistance of another person.
522 Occupancies. Limited capacity, type I assisted living facilities with two to five residents shall
523 be classified as R-3 occupancies. Small, type I assisted living facilities with six to sixteen
524 residents shall be classified as R-4 occupancies. Large, type I assisted living facilities with
525 over sixteen residents shall be classified as I-1 occupancies.
526 TYPE II ASSISTED LIVING FACILITY. A residential facility licensed by the Utah
527 Department of Health that provides an array of coordinated supportive personal and health care
528 services to residents who meet the definition of semi-independent.
529 Semi-Independent. A person who is:
530 A. Physically disabled but able to direct his or her own care; or
531 B. Cognitively impaired or physically disabled but able to evacuate from the facility with the
532 physical assistance of one person.
533 Occupancies. Limited capacity, type II assisted living facilities with two to five residents shall
534 be classified as R-4 occupancies. Small, type II assisted living facilities with six to sixteen
535 residents shall be classified as I-1 occupancies. Large, type II assisted living facilities with
536 over sixteen residents shall be classified as I-2 occupancies.
537 RESIDENTIAL TREATMENT/SUPPORT ASSISTED LIVING FACILITY. A residential
538 treatment/support assisted living facility which creates a group living environment for four or
539 more residents licensed by the Utah Department of Human Services, and provides a protected
540 living arrangement for ambulatory, non-restrained persons who are capable of achieving
541 mobility sufficient to exit the facility without the physical assistance of another person."
542 [
543 words "assisted living facilities[
544 [
545 International Residential Code are deleted.
546 [
547 (a) The words "five persons" are deleted and replaced with the words "three persons."
548 (b) The words "foster care facilities" are deleted and replaced with "child care
549 facilities."
550 (c) The words "(both intermediate care facilities and skilled nursing facilities)" are
551 added after "nursing homes."
552 [
553
554 [
555 with the word "three" in both places.
556 [
557 word "four[
558 [
559 (a) The word "five" is deleted and replaced with the word "four[
560 (b) The words "2-1/2 years or less of age" are deleted and replaced with "under the age
561 of two[
562 (c) The following sentence is added at the end: "See Section [
563 requirements for Day Care."
564 [
565 replaced with the word "four" in both places and the following sentence is added at the end:
566 "See Section [
567 [
568 with the IRC" are added after "Residential occupancies[
569 [
570 after the word "dwelling" in the first sentence and the following sentence is added at the end:
571 "See Section [
572 [
573 310.5.3 Child Care. Areas used for child care purposes may be located in a residential
574 dwelling unit under all of the following conditions and Section [
575 1. Compliance with Utah Administrative Code, R710-8, Day Care Rules, as enacted under the
576 authority of the Utah Fire Prevention Board.
577 2. Use is approved by the Utah Department of Health, as enacted under the authority of the
578 Utah Code, Title 26, Chapter 39, Utah Child Care Licensing Act, and in any of the following
579 categories:
580 a. Utah Administrative Code, R430-50, Residential Certificate Child Care.
581 b. Utah Administrative Code, R430-90, Licensed Family Child Care.
582 3. Compliance with all zoning regulations of the local regulator."
583 [
584 "assisted living facilities[
585 Section 7. Section 15A-3-103 is amended to read:
586 15A-3-103. Amendments to Chapters 4 through 6 of IBC.
587 (1) IBC Section 403.5.5 is deleted.
588 [
589
590
591
592
593 [
594
595 [
596
597
598
599
600 [
601 Separations: Ambulatory care facilities licensed by the Utah Department of Health shall be
602 separated from adjacent tenants with a fire [
603 fire-resistance rating. Any level below the level of exit discharge shall be separated from the
604 level of exit discharge by a horizontal assembly having a minimum one hour fire-resistance
605 rating.
606 Exception: A fire barrier is not required to separate the level of exit discharge when:
607 1. Such levels are under the control of the Ambulatory Care Facility.
608 2. Any hazardous spaces are separated by horizontal assembly having a minimum one hour
609 fire-resistance rating."
610 [
611 "[
612 requirements in this code, the additional provisions of this section shall apply to all Day Care in
613 accordance with Utah Administrative Code R710-8 Day Care Rules.
614 [
615 [
616 deputies, or the local fire enforcement authority code official.
617 [
618 who receive custodial care for less than 24 hours by individuals other than parents, guardians,
619 relatives by blood, marriage or adoption.
620 [
621 the home of the person cared for. This would also include Child Care Centers, Out of School
622 Time or Hourly Child Care Centers licensed by the Department of Health.
623 [
624 groups:
625 [
626 also include a home that is certified by the Department of Health as Residential Certificate
627 Child Care or licensed as Family Child Care.
628 [
629 sufficient staffing. This would also include a home that is licensed by the Department of
630 Health as Family Child Care.
631 [
632 under the authority of the Utah Fire Prevention Board.
633 [
634 [
635 separate means of egress, arranged so that if one is blocked the other will be available.
636 [
637 shall be provided with two means of egress, one of which shall discharge directly to the
638 outside.
639 [
640 five to eight clients in a home, located on the ground level or in a basement, may use an
641 emergency escape or rescue window as allowed in IFC, Chapter 10, Section [
642 [
643 [
644 above or below the first story.
645 [
646 where there is at least one exit that leads directly to the outside and complies with IFC, Section
647 [
648 [
649 stairs to the lower level and upper level are equal or nearly equal, may have clients housed on
650 both levels when approved by the AHJ.
651 [
652 occupied by clients, which shall have a classification of not less than 2A:10BC, and shall be
653 serviced in accordance with NFPA, Standard 10, Standard for Portable Fire Extinguishers.
654 [
655 operating condition on each level occupied by clients. Battery operated smoke detectors shall
656 be permitted if the facility demonstrates testing, maintenance, and battery replacement to insure
657 continued operation of the smoke detectors.
658 [
659 shall have at least one window or door approved for emergency escape.
660 [
661 include the complete evacuation from the building of all clients and staff. At least annually, in
662 Type I Family Day Care units, the fire drill shall include the actual evacuation using the escape
663 or rescue window, if one is used as a substitute for one of the required means of egress.
664 [
665 [
666 requirements of the IBC, whichever is applicable for the type of Day Care Center.
667 [
668 4, Section 405.
669 [
670 level of exit discharge.
671 [
672 located on the second floor of buildings equipped with automatic fire protection throughout
673 and an automatic fire alarm system.
674 [
675 than 10 shall have a second means of egress. If the second means of egress is not an exit door
676 leading directly to the exterior, the room shall have an emergency escape and rescue window
677 complying with Section [
678 [
679 Code, R430-100 Child Care Centers, R430-60 Hourly Child Care Centers, and R430-70 Out of
680 School Time.
681 [
682 [
683 partitions, screens, or other means to protect children from hot surfaces and open flames.
684 [
685 staff shall be trained on the fire escape plan and procedure."
686 [
687 "504.4.1 Notwithstanding the exceptions to Section 504.2, Group I-2 Assisted Living Facilities
688 shall be allowed [
689 construction when all of the following apply:
690 1. All secured units are located at the level of exit discharge in compliance with Section
691 [
692 2. The total combined area of both stories shall not exceed the total allowable area for a
693 one-story building; and
694 3. All other provisions that apply in Section 407 have been provided."
695 Section 8. Section 15A-3-104 is amended to read:
696 15A-3-104. Amendments to Chapters 7 through 9 of IBC.
697 (1) IBC, Section (F)901.8, is deleted and replaced with the following: "(F)901.8 Pump
698 and riser room size. Fire pump and automatic sprinkler system riser rooms shall be designed
699 with adequate space for all installed equipment necessary for the installation and to provide
700 sufficient working space around the stationary equipment. Clearances around equipment shall
701 be in accordance with manufacturer requirements and not less than the following minimum
702 elements:
703 901.8.1 A minimum clear and unobstructed distance of 12-inches shall be provided from the
704 installed equipment to the elements of permanent construction.
705 901.8.2 A minimum clear and unobstructed distance of 12-inches shall be provided between
706 all other installed equipment and appliances.
707 901.8.3 A clear and unobstructed width of 36-inches shall be provided in front of all installed
708 equipment and appliances, to allow for inspection, service, repair or replacement without
709 removing such elements of permanent construction or disabling the function of a required
710 fire-resistance-rated assembly.
711 901.8.4 Automatic sprinkler system riser rooms shall be provided with a clear and
712 unobstructed passageway to the riser room of not less than 36-inches, and openings into the
713 room shall be clear and unobstructed, with doors swinging in the outward direction from the
714 room and the opening providing a clear width of not less than 34-inches and a clear height of
715 the door opening shall not be less than 80-inches.
716 901.8.5 Fire pump rooms shall be provided with a clear and unobstructed passageway to the
717 fire pump room of not less than 72-inches, and openings into the room shall be clear,
718 unobstructed and large enough to allow for the removal of the largest piece of equipment, with
719 doors swinging in the outward direction from the room and the opening providing a clear width
720 of not less than 68-inches and a clear height of the door opening shall not be less than
721 80-inches."
722 (2) In IBC, Section (F)903.2.2, the words "the entire floor" are deleted and replaced
723 with "a building" and the last paragraph is deleted.
724 (3) IBC, Section (F)903.2.4, condition 2, is deleted and replaced with the following: "2.
725 A Group F-1 fire area is located more than three stories above the lowest level of fire
726 department vehicle access."
727 (4) IBC, Section (F)903.2.7, condition 2, is deleted and replaced with the following: "2.
728 A Group M fire area is located more than three stories above the lowest level of fire department
729 vehicle access."
730 (5) IBC, Sections (F)903.2.8, (F)903.2.8.1, [
731 deleted and replaced with the following: "(F)903.2.8 Group R. An automatic sprinkler system
732 installed in accordance with Section 903.3 shall be provided throughout all buildings with a
733 Group R fire area.
734 Exceptions:
735 1. Detached one- and two-family dwellings and multiple single-family dwellings (townhouses)
736 constructed in accordance with the International Residential Code For One- and Two-Family
737 Dwellings.
738 2. Single story Group R-1 occupancies with fire areas not more than 2,000 square feet that
739 contain no installed plumbing or heating, where no cooking occurs, and constructed of Type
740 I-A, I-B, II-A, or II-B construction."
741 (6) IBC, Sections (F)903.2.8.3 and (F)903.2.8.3.1, are renumbered to (F)903.2.8.1 and
742 (F)903.2.8.1.1.
743 (7) IBC, Section (F)903.2.8.3.2, is renumbered to (F)903.2.8.1.2 and the following
744 exception is added:
745 [
746 more than 16 residents, provided the building is equipped throughout with an approved fire
747 alarm system that is interconnected and receives its primary power from the building wiring
748 and a commercial power system."
749 (8) IBC, Section (F)903.2.8.4, is deleted.
750 [
751 following: "2. A Group S-1 fire area is located more than three stories above the lowest level
752 of fire department vehicle access."
753 [
754 following: "[
755 fire-extinguishing system for commercial cooking systems shall be of a type recognized for
756 protection of commercial cooking equipment and exhaust systems. Pre-engineered automatic
757 extinguishing systems shall be tested in accordance with UL 300 and listed and labeled for the
758 intended application. The system shall be installed in accordance with this code, its listing and
759 the manufacturer's installation instructions.
760 Exception: Factory-built commercial cooking recirculating systems that are tested in
761 accordance with UL 710B and listed, labeled, and installed in accordance with Section 304.1 of
762 the International Mechanical Code."
763 [
764 (F)904.12.3, (F)904.12.3.1, (F)904.12.4, and (F)904.12.4.1, are deleted.
765 (12) In IBC, Section 905, a new subsection, Section (F)905.3.9, is added as follows:
766 "Open Parking Garages. Open parking garages shall be equipped with an approved
767 Class 1 manual standpipe system when fire department access is not provided for firefighting
768 operations to within 150 feet of all portions of the open parking garage as measured from the
769 approved fire department vehicle access. Class 1 manual standpipe shall be accessible
770 throughout the parking garage such that all portions of the parking structure are protected
771 within 150 feet of a hose connection."
772 (13) In IBC, Section (F)905.8, the exception is deleted and replaced with the following:
773 "Exception: Where subject to freezing and approved by the fire code official."
774 [
775 and rewritten as follows: "A manual fire alarm system that [
776 notification system in accordance with Section (F)907.5 [
777 with Section (F)907.6 [
778 Prevention Board in Group E occupancies."
779 [
780
781 [
782
783
784
785 [
786 [
787
788
789
790
791
792 [
793
794
795
796
797
798
799 [
800
801 [
802 (15) IBC, Sections (F)915 through (F)915.6, are deleted and replaced with the
803 following:
804 "(F)915 Where required.
805 Group I-1, I-2, I-4 and R occupancies located in a building containing a fuel-burning appliance
806 or in a building that has an attached garage shall be equipped with single-station carbon
807 monoxide alarms. The carbon monoxide alarms shall be listed as complying with UL 2034 or
808 UL 2075 and be installed and maintained in accordance with NFPA 720 and the manufacturer's
809 instructions. An open parking garage, as defined in Chapter 2, or an enclosed parking garage,
810 ventilated in accordance with Section 404 of the International Mechanical Code, shall not be
811 considered an attached garage. A minimum of one carbon monoxide alarm shall be installed
812 on each habitable level.
813 (F)915.1 Interconnection.
814 Where more than one carbon monoxide alarm is required to be installed within Group I-1, I-2,
815 I-4, or R occupancies, the carbon monoxide alarm shall be interconnected in such a manner that
816 the activation of one alarm will activate all of the alarms. Physical interconnection of carbon
817 monoxide alarms shall not be required where listed wireless alarms are installed and all alarms
818 sound upon activation of one alarm. The alarm shall be clearly audible in all bedrooms over
819 background noise levels with all intervening doors closed.
820 (F)915.2 Power Source.
821 In new construction, required carbon monoxide alarms shall receive their primary power from
822 the building wiring where such wiring is served from a commercial source and shall be
823 equipped with a battery backup. Carbon monoxide alarms with integral strobes that are not
824 equipped with a battery backup shall be connected to an emergency electrical system. Carbon
825 monoxide alarms shall emit a signal when the batteries are low. Wiring shall be permanent and
826 without a disconnecting switch other than as required for overcurrent protection.
827 Exceptions.
828 1. Carbon monoxide alarms are not required to be equipped with a battery backup where they
829 are connected to an emergency electrical system.
830 2. Hard wiring of carbon monoxide alarms in existing areas shall not be required where the
831 alterations or repairs do not result in the removal of interior wall or ceiling finishes exposing
832 the structure, unless there is an attic, crawl space, or basement available that could provide
833 access for hard wiring without the removal of interior finishes.
834 (F)915.3 Group E.
835 A carbon monoxide detection system shall be installed in new buildings that contain Group E
836 occupancies in accordance with IFC, Chapter 9, Section 915. A carbon monoxide detection
837 system shall be installed in existing buildings that contain Group E occupancies in accordance
838 with IFC, Chapter 11, Section 1103.9.
839 (F)915.3.1 Where required.
840 In Group E occupancies, a carbon monoxide detection system shall be provided where a
841 fuel-burning appliance, a fuel-burning fireplace, or a fuel-burning forced air furnace is present.
842 (F)915.3.2 Detection equipment.
843 Each carbon monoxide detection system shall be installed in accordance with NFPA 720 and
844 the manufacturer's instructions and be listed as complying with, for single station detectors, UL
845 2034 and, for system detectors, UL 2075.
846 (F)915.3.3 Locations.
847 Each carbon monoxide detection system shall be installed in the locations specified in NFPA
848 720.
849 (F)915.3.4 Combination detectors.
850 A combination carbon monoxide/smoke detector is an acceptable alternative to a carbon
851 monoxide detection system if the combination carbon monoxide/smoke detector is listed in
852 accordance with UL 2075 and UL 268.
853 (F)915.3.5 Power source.
854 Each carbon monoxide detection system shall receive primary power from the building wiring
855 if the wiring is served from a commercial source. If primary power is interrupted, each carbon
856 monoxide detection system shall receive power from a battery. Wiring shall be permanent and
857 without a disconnecting switch other than that required for over current protection.
858 (F)915.3.6 Maintenance.
859 Each carbon monoxide detection system shall be maintained in accordance with NFPA 720. A
860 carbon monoxide detection system that becomes inoperable or begins to produce end of life
861 signals shall be replaced."
862 Section 9. Section 15A-3-105 is amended to read:
863 15A-3-105. Amendments to Chapters 10 through 12 of IBC.
864 (1) In IBC, Section [
865
866 follows: "[
867 exit discharge in Type V construction."
868 [
869
870
871 [
872 with the following: "[
873 occupancies, and in Group U occupancies that are accessory to a Group R-3 occupancy, or
874 accessory to individual dwelling units in Group R-2 occupancies, the maximum riser height
875 shall be 8 inches (203 mm) and the minimum tread depth shall be 9 inches (229 mm). The
876 minimum winder tread depth at the walk line shall be 10 inches (254 mm), and the minimum
877 winder tread depth shall be 6 inches (152 mm). A nosing not less than 0.75 inch (19.1 mm) but
878 not more than 1.25 inches (32 mm) shall be provided on stairways with solid risers where the
879 tread depth is less than 10 inches (254 mm)."
880 [
881 "[
882 Group U, which are accessory to an occupancy in Group R-3, as applicable in Section 101.2,
883 handrails shall be provided on at least one side of stairways consisting of four or more risers."
884 [
885 may not be fully occupied[
886 [
887 [
888 [
889 without a key and" are inserted in the second sentence between the words "lift" and "shall".
890 [
891 following: "1. The unit shall have a living room of not less than 165 square feet (15.3 m2) of
892 floor area. An additional 100 square feet (9.3 m2) of floor area shall be provided for each
893 occupant of such unit in excess of two."
894 Section 10. Section 15A-3-106 is amended to read:
895 15A-3-106. Amendments to Chapters 13 through 15 of IBC.
896 IBC, Chapters 13 [
897 Section 11. Section 15A-3-107 is amended to read:
898 15A-3-107. Amendments to Chapter 16 of IBC.
899 (1) In IBC, Table 1604.5, Risk Category III, in the sentence that begins "Group I-2," a
900 new footnote c is added as follows: "c. Type II Assisted Living Facilities that are I-2
901 occupancy classifications in accordance with Section 308 shall be Risk Category II in this
902 table."
903 (2) In IBC, Section 1605.2, in the portion of the definition for the value of f2, the words
904 "and 0.2 for other roof configurations" are deleted and replaced with the following: "f2 = 0.20 +
905 .025(A-5) for other configurations where roof snow load exceeds 30 psf;
906 f2 = 0 for roof snow loads of 30 psf (1.44kN/m2) or less.
907 Where A = Elevation above sea level at the location of the structure (ft./1,000)."
908 (3) In IBC, Sections 1605.3.1 and 1605.3.2, exception 2 in each section is deleted and
909 replaced with the following: "2. Flat roof snow loads of 30 pounds per square foot (1.44
910 kNm2) or less need not be combined with seismic loads. Where flat roof snow loads exceed 30
911 pounds per square foot (1.44 kNm2), the snow loads may be reduced in accordance with the
912 following in load combinations including both snow and seismic loads. Ws as calculated
913 below, shall be combined with seismic loads.
914 Ws = (0.20 + 0.025(A-5))Pf is greater than or equal to 0.20 Pf.
915 Where:
916 Ws = Weight of snow to be included in seismic calculations
917 A = Elevation above sea level at the location of the structure (ft./1,000)
918 Pf = Design roof snow load, psf.
919 For the purpose of this section, snow load shall be assumed uniform on the roof footprint
920 without including the effects of drift or sliding. The Importance Factor, I, used in calculating Pf
921 may be considered 1.0 for use in the formula for Ws".
922 (4) IBC, Section 1608.1, is deleted and replaced with the following: "1608.1 General.
923 Except as modified in Sections 1608.1.1, 1608.1.2, and 1608.1.3, design snow loads shall be
924 determined in accordance with Chapter 7 of ASCE 7, but the design roof load shall not be less
925 than that determined by Section 1607."
926 (5) A new IBC, Section 1608.1.1, is added as follows: "1608.1.1 Section 7.4.5 of
927 Chapter 7 of ASCE 7 referenced in Section 1608.1 of the IBC is deleted and replaced with the
928 following: Section 7.4.5 Ice Dams and Icicles Along Eaves. Where ground snow loads exceed
929 75 psf, eaves shall be capable of sustaining a uniformly distributed load of 2pf on all
930 overhanging portions. No other loads except dead loads shall be present on the roof when this
931 uniformly distributed load is applied. All building exits under down-slope eaves shall be
932 protected from sliding snow and ice."
933 (6) In IBC, Section 1608.1.2, a new section is added as follows: "1608.1.2 Utah Snow
934 Loads. The snow loads specified in Table 1608.1.2(b) shall be used for the jurisdictions
935 identified in that table. Otherwise, the ground snow load, Pg, to be used in the determination of
936 design snow loads for buildings and other structures shall be determined by using the following
937 formula: Pg = (Po2 + S2(A-Ao)2)0.5 for A greater than Ao, and Pg = Po for A less than or equal to
938 Ao.
939 WHERE:
940 Pg = Ground snow load at a given elevation (psf);
941 Po = Base ground snow load (psf) from Table No. 1608.1.2(a);
942 S = Change in ground snow load with elevation (psf/100 ft.) From Table No. 1608.1.2(a);
943 A = Elevation above sea level at the site (ft./1,000);
944 Ao = Base ground snow elevation from Table 1608.1.2(a) (ft./1,000).
945 The building official may round the roof snow load to the nearest 5 psf. The ground snow
946 load, Pg, may be adjusted by the building official when a licensed engineer or architect submits
947 data substantiating the adjustments.
948 Where the minimum roof live load in accordance with Section [
949 than the design roof snow load, such roof live load shall be used for design, however, it shall
950 not be reduced to a load lower than the design roof snow load. Drifting need not be considered
951 for roof snow loads less than 20 psf."
952 (7) IBC, Table 1608.1.2(a) and Table 1608.1.2(b), are added as follows:
| 953 | |||||
| 954 | |||||
| 955 | COUNTY | Po | S | Ao | |
| 956 | Beaver | 43 | 63 | 6.2 | |
| 957 | Box Elder | 43 | 63 | 5.2 | |
| 958 | Cache | 50 | 63 | 4.5 | |
| 959 | Carbon | 43 | 63 | 5.2 | |
| 960 | Daggett | 43 | 63 | 6.5 | |
| 961 | Davis | 43 | 63 | 4.5 | |
| 962 | Duchesne | 43 | 63 | 6.5 | |
| 963 | Emery | 43 | 63 | 6.0 | |
| 964 | Garfield | 43 | 63 | 6.0 | |
| 965 | Grand | 36 | 63 | 6.5 | |
| 966 | Iron | 43 | 63 | 5.8 | |
| 967 | Juab | 43 | 63 | 5.2 | |
| 968 | Kane | 36 | 63 | 5.7 | |
| 969 | Millard | 43 | 63 | 5.3 | |
| 970 | Morgan | 57 | 63 | 4.5 | |
| 971 | Piute | 43 | 63 | 6.2 | |
| 972 | Rich | 57 | 63 | 4.1 | |
| 973 | Salt Lake | 43 | 63 | 4.5 | |
| 974 | San Juan | 43 | 63 | 6.5 | |
| 975 | Sanpete | 43 | 63 | 5.2 | |
| 976 | Sevier | 43 | 63 | 6.0 | |
| 977 | Summit | 86 | 63 | 5.0 | |
| 978 | Tooele | 43 | 63 | 4.5 | |
| 979 | Uintah | 43 | 63 | 7.0 | |
| 980 | Utah | 43 | 63 | 4.5 | |
| 981 | Wasatch | 86 | 63 | 5.0 | |
| 982 | Washington | 29 | 63 | 6.0 | |
| 983 | Wayne | 36 | 63 | 6.5 | |
| 984 | Weber | 43 | 63 | 4.5 | |
| 985 | |||||
| 986 | |||||
| 987 | The following jurisdictions require design snow load values that differ from the Equation in the Utah Snow Load Study. | ||||
| 988 | County | City | Elevation | Ground Snow Load (psf) | Roof Snow Load (psf) 6 |
| 989 | Carbon | Price3 All other county locations5 | 5550 -- | 43 -- | 30 -- |
| 990 | Davis | Fruit Heights3 | 4500 - 4850 | 57 | 40 |
| 991 | Emery | Green River3 | 4070 | 36 | 25 |
| 992 | Garfield | Panguitch3 | 6600 | 43 | 30 |
| 993 | Rich | Woodruff3 Laketown4 Garden City5 Randolph4 | 6315 6000 -- 6300 | 57 57 -- 57 | 40 40 -- 40 |
| 994 | San Juan | Monticello3 | 6820 | 50 | 35 |
| 995 | Summit | Coalville3 Kamas4 | 5600 6500 | 86 114 | 60 80 |
| 996 | Tooele | Tooele3 | 5100 | 43 | 30 |
| 997 | Utah | Orem3 Pleasant Grove4 Provo5 | 4650 5000 -- | 43 43 -- | 30 30 -- |
| 998 | Wasatch | Heber5 | -- | -- | -- |
| 999 | Washington | Leeds3 Santa Clara3 St. George3 All other county locations5 | 29 21 21 -- | 20 15 15 -- | |
| 1000 | Wayne | Loa3 | 43 | 30 | |
| 1001 | 1The IBC requires a minimum live load - See [ | ||||
| 1002 | 2This table is informational only in that actual site elevations may vary. Table is only valid if site elevation is within 100 feet of the listed elevation. Otherwise, contact the local Building Official. | ||||
| 1003 | 3Values adopted from Table VII of the Utah Snow Load Study. | ||||
| 1004 | 4Values based on site-specific study. Contact local Building Official for additional information. | ||||
| 1005 | 5Contact local Building Official. | ||||
| 1006 | 6Based on Ce =1.0, Ct =1.0 and Is =1.0" | ||||
1008 value for the thermal factor, Ct, used in calculation of Pf shall be determined from Table 7.3 in
1009 ASCE 7.
1010 Exception: Except for unheated structures, the value of Ct need not exceed 1.0 when ground
1011 snow load, Pg is calculated using Section 1608.1.2 as amended."
1012 (9) IBC, Section 1608.2, is deleted and replaced with the following: "1608.2 Ground
1013 Snow Loads. The ground snow loads to be used in determining the design snow loads for roofs
1014 in states other than Utah are given in Figure 1608.2 for the contiguous United States and Table
1015 1608.2 for Alaska. Site-specific case studies shall be made in areas designated CS in figure
1016 1608.2. Ground snow loads for sites at elevations above the limits indicated in Figure 1608.2
1017 and for all sites within the CS areas shall be approved. Ground snow load determination for
1018 such sites shall be based on an extreme value statistical analysis of data available in the vicinity
1019 of the site using a value with a 2-percent annual probability of being exceeded (50-year mean
1020 recurrence interval). Snow loads are zero for Hawaii, except in mountainous regions as
1021 approved by the building official."
1022 (10) A new IBC, Section 1613.1.1, is added as follows: "1613.1.1 ASCE 12.7.2 and
1023 12.14.8.1 of Chapter 12 of ASCE 7 referenced in Section 1613.1, Definition of W, Item 4 is
1024 deleted and replaced with the following:
1025 4. Where the flat roof snow load, Pf, exceeds 30 psf, the snow load included in seismic design
1026 shall be calculated, in accordance with the following formula: Ws = (0.20 + 0.025(A-5))Pf is
1027 greater than or equal to 0.20 Pf.
1028 WHERE:
1029 Ws = Weight of snow to be included in seismic calculations
1030 A = Elevation above sea level at the location of the structure (ft./1,000)
1031 Pf = Design roof snow load, psf.
1032 For the purposes of this section, snow load shall be assumed uniform on the roof footprint
1033 without including the effects of drift or sliding. The Importance Factor, I, used in calculating Pf
1034 may be considered 1.0 for use in the formula for Ws."
1035 (11) A new IBC, Section [
1036 ASCE 7, Section 13.5.6.2.2 paragraph (e) is modified to read as follows: (e) Penetrations shall
1037 have a sleeve or adapter through the ceiling tile to allow for free movement of at least 1 inch
1038 (25 mm) in all horizontal directions.
1039 Exceptions:
1040 1. Where rigid braces are used to limit lateral deflections.
1041 2. At fire sprinkler heads in frangible surfaces per NFPA 13."
1042 Section 12. Section 15A-3-108 is amended to read:
1043 15A-3-108. Amendments to Chapters 17 through 19 of IBC.
1044 (1) A new IBC, Section 1807.1.6.4, is added as follows: "1807.1.6.4 Empirical
1045 concrete foundation design. Group R, Division 3 Occupancies three stories or less in height,
1046 and Group U Occupancies, which are constructed in accordance with Section 2308, or with
1047 other methods employing repetitive wood-frame construction or repetitive cold-formed steel
1048 structural member construction, shall be permitted to have concrete foundations constructed in
1049 accordance with Table 1807.1.6.4."
1050 (2) A new IBC, Table 1807.1.6.4 is added as follows:
| 1051 | ||||||||
| 1052 | ||||||||
| 1053 | Max. Height | Top Edge Support | Min. Thickness | Vertical Steel (2) | Horizontal Steel (3) | Steel at Openings (4) | Max. Lintel Length | Min. Lintel Length |
| 1054 | 2'(610 mm) | None | 6" | (5) | 2- #4 Bars | 2- #4 Bars above 1- #4 Bar each side 1- #4 Bar below | 2'(610 mm) | 2" for each foot of opening width; min. 6" |
| 1055 | 3'(914 mm) | None | 6" | #4@32" | 3- #4 Bars | 2- #4 Bars above 1- #4 Bar each side 1- #4 Bar below | 2'(610 mm) | 2" for each foot of opening width; min. 6" |
| 1056 | 4'(1,219 mm) | None | 6" | #4@32" | 4- #4 Bars | 2- #4 Bars above 1- #4 Bar each side 1- #4 Bar below | 3'(914 mm) | 2" for each foot of opening width; min. 6" |
| 1057 | 6'(1,829 mm) | Floor or roof Diaphragm (6) | 8" | #4@24" | 5- #4 Bars | 2- #4 Bars above 1- #4 Bar each side 1- #4 Bar below | 6'(1,829 mm) | 2" for each foot of opening width; min. 6" |
| 1058 | 8'(2,438 mm) | Floor or roof Diaphragm (6) | 8" | #4@24" | 6- #4 Bars | 2- #4 Bars above 1- #4 Bar each side 1- #4 Bar below | 6'(1,829 mm) | 2" for each foot of opening width; min. 6" |
| 1059 | 9'(2,743 mm) | Floor or roof Diaphragm (6) | 8" | #4@16" | 7- #4 Bars | 2- #4 Bars above 1- #4 Bar each side 1- #4 Bar below | 6'(1,829 mm) | 2" for each foot of opening width; min. 6" |
| 1060 | Over 9'(2,743 mm), Engineering required for each column | |||||||
| 1061 | Footnotes: | |||||||
| 1062 | (1) Based on 3,000 psi (20.6 Mpa) concrete and 60,000 psi (414 Mpa) reinforcing steel. | |||||||
| 1063 | (2) To be placed in the center of the wall, and extended from the footing to within three inches (76 mm) of the top of the wall; dowels of #4 bars to match vertical steel placement shall be provided in the footing, extending 24 inches (610 mm) into the foundation wall. | |||||||
| 1064 | (3) One bar shall be located in the top four inches (102 mm), one bar in the bottom four inches (102 mm) and the other bars equally spaced between. Such bar placement satisfies the requirements of Section 1805.9. Corner reinforcing shall be provided so as to lap 24 inches (610 mm). | |||||||
| 1065 | (4) Bars shall be placed within two inches (51 mm) of the openings and extend 24 inches (610 mm) beyond the edge of the opening; vertical bars may terminate three inches (76 mm) from the top of the concrete. | |||||||
| 1066 | (5) Dowels of #4 bar at 32 inches on center shall be provided in the footing, extending 18 inches (457 mm) into the foundation wall. | |||||||
| 1067 | (6) Diaphragm shall conform to the requirements of Section 2308. | |||||||
| 1068 | (7) Footing shall be a minimum of nine inches thick by 20 inches wide. | |||||||
| 1069 | (8) Soil backfill shall be soil classification types GW, GP, SW, or SP, per Table 1610.1. Soil shall not be submerged or saturated in groundwater." | |||||||
1071
1072 [
1073 [
1074
1075 [
1076 "1905.1.9 ACI 318, Table 4.2.1." Modify ACI 318, Table [
1077 In the portion of the table designated as "Conditions", the following Exposure [
1078 category and [
1079 "F0: Concrete elements not exposed to freezing and thawing cycles to include footing and
1080 foundation elements that are completely buried in soil."
1081 [
1082
1083 [
1084
1085 [
1086
1087 Section 13. Section 15A-3-110 is amended to read:
1088 15A-3-110. Amendments to Chapters 23 through 25 of IBC.
1089 (1) A new IBC, Section 2306.1.5, is added as follows: "2306.1.5 Load duration factors.
1090 The allowable stress increase of 1.15 for snow load, shown in Table 2.3.2, Frequently Used
1091 Load Duration Factors, Cd, of the National Design Specifications, shall not be utilized at
1092 elevations above 5,000 feet (1,524 M)."
1093 (2) In IBC, Section [
1094 "[
1095 not less than 1/2 inch (12.7 mm) diameter steel bolts or approved anchors, embedded at least 7
1096 inches (178 mm) into concrete or masonry and spaced not more than 32 inches (816 mm) apart,
1097 there shall be a minimum of two bolts or anchor straps per piece located not less than 4 inches
1098 (102 mm) from each end of each piece. A properly sized nut and washer shall be tightened on
1099 each bolt to the plate."
1100 (3) IBC, Section 2506.2.1, is deleted and replaced with the following: "2506.2.1 Other
1101 materials. Metal suspension systems for acoustical and lay-in panel ceilings shall conform with
1102 ASTM C635 listed in Chapter 35 and Section 13.5.6 of ASCE 7, as amended in Section
1103 [
1104 Section 14. Section 15A-3-112 is amended to read:
1105 15A-3-112. Amendments to Chapters 29 through 31 of IBC.
1106 (1) In IBC [P] Table 2902.1 the following changes are made:
1107 (a) The title for [P] Table 2902.1 is deleted and replaced with the following: "[P] Table
1108 2902.1, Minimum Number of Required Plumbing Facilities a, h".
1109 (b) In the row for "E" occupancy in the field for "OTHER" a new footnote i is added.
1110 (c) In the row for "I-4" occupancy in the field for "OTHER" a new footnote i is added.
1111 (d) A new footnote h is added as follows: "FOOTNOTE: h. When provided, in public
1112 toilet facilities there shall be an equal number of diaper changing facilities in male toilet rooms
1113 and female toilet rooms."
1114 (e) A new footnote i is added to the table as follows: "FOOTNOTE i: Non-residential
1115 child care facilities shall comply with additional sink requirements of Utah Administrative
1116 Code R430-100-4."
1117 (2) A new IBC, Section [P]2902.7, is added as follows:
1118 "[P]2902.7 Toilet Facilities for Workers.
1119 Toilet facilities shall be provided for construction workers and such facilities shall be
1120 maintained in a sanitary condition. Construction worker toilet facilities of the nonsewer type
1121 shall conform to ANSI Z4.3."
1122 [
1123 Hydraulic elevators and roped hydraulic elevators with a rise of 50 feet or less."
1124 Section 15. Section 15A-3-113 is amended to read:
1125 15A-3-113. Amendments to Chapters 32 through 35 of IBC.
1126 [
1127
1128
1129
1130
1131
1132
1133
1134
1135
1136
1137
1138
1139
1140
1141
1142
1143 [
1144 [
1145 [
1146
1147
1148
1149
1150 [
1151
1152
1153
1154
1155 [
1156 [
1157
1158
1159
1160
1161
1162 [
1163
1164
1165 [
1166
1167 [
1168 Exception 1 is modified to include the following sentence at the end of the exception:
1169 "The minimum clear floor space shall be centered on the sink assembly."
1170 [
| 1171 | "Number | Title | Referenced in code section number |
| 1172 | 2034-2008 | Standard of Single- and Multiple-station Carbon Monoxide Alarms | 907.9" |
1173 Section 16. Section 15A-3-202 is amended to read:
1174 15A-3-202. Amendments to Chapters 1 through 5 of IRC.
1175 (1) In IRC, Section R102, a new Section R102.7.2 is added as follows: "R102.7.2
1176 Physical change for bedroom window egress. A structure whose egress window in an existing
1177 bedroom is smaller than required by this code, and that complied with the construction code in
1178 effect at the time that the bedroom was finished, is not required to undergo a physical change to
1179 conform to this code if the change would compromise the structural integrity of the structure or
1180 could not be completed in accordance with other applicable requirements of this code,
1181 including setback and window well requirements."
1182 (2) In IRC, Section 109:
1183 (a) A new IRC, Section 109.1.5, is added as follows: "R109.1.5 Weather-resistant
1184 exterior wall envelope inspections. An inspection shall be made of the weather-resistant
1185 exterior wall envelope as required by Section R703.1 and flashings as required by Section
1186 R703.8 to prevent water from entering the weather-resistive barrier."
1187 (b) The remaining sections are renumbered as follows: R109.1.6 Other inspections;
1188 R109.1.6.1 Fire- and smoke-resistance-rated construction inspection; R109.1.6.2 Reinforced
1189 masonry, insulating concrete form (ICF) and conventionally formed concrete wall inspection;
1190 and R109.1.7 Final inspection.
1191 (3) IRC, Section R114.1, is deleted and replaced with the following: "R114.1 Notice to
1192 owner. Upon notice from the building official that work on any building or structure is being
1193 prosecuted contrary to the provisions of this code or other pertinent laws or ordinances or in an
1194 unsafe and dangerous manner, such work shall be immediately stopped. The stop work order
1195 shall be in writing and shall be given to the owner of the property involved, or to the owner's
1196 agent or to the person doing the work; and shall state the conditions under which work will be
1197 permitted to resume."
1198 (4) In IRC, Section R202, the following definition is added: "CERTIFIED
1199 BACKFLOW PREVENTER ASSEMBLY TESTER: A person who has shown competence to
1200 test Backflow prevention assemblies to the satisfaction of the authority having jurisdiction
1201 under Utah Code, Subsection 19-4-104(4)."
1202 (5) In IRC, Section R202, the definition for "CONDITIONED SPACE" is modified by
1203 deleting the words at the end of the sentence "being heated or cooled by any equipment or
1204 appliance" and replacing them with the following: "enclosed within the building thermal
1205 envelope that is directly heated or cooled, or indirectly heated or cooled by any of the following
1206 means:
1207 1. Openings directly into an adjacent conditioned space.
1208 2. An un-insulated floor, ceiling or wall adjacent to a conditioned space.
1209 3. Un-insulated duct, piping or other heat or cooling source within the space."
1210 (6) In IRC, Section R202, the definition of "Cross Connection" is deleted and replaced
1211 with the following: "CROSS CONNECTION. Any physical connection or potential
1212 connection or arrangement between two otherwise separate piping systems, one of which
1213 contains potable water and the other either water of unknown or questionable safety or steam,
1214 gas, or chemical, whereby there exists the possibility for flow from one system to the other,
1215 with the direction of flow depending on the pressure differential between the two systems (see
1216 "Backflow, Water Distribution")."
1217 (7) In IRC, Section 202, in the definition for gray water a comma is inserted after the
1218 word "washers"; the word "and" is deleted; and the following is added to the end: "and clear
1219 water wastes which have a pH of 6.0 to 9.0; are non-flammable; non-combustible; without
1220 objectionable odors; non-highly pigmented; and will not interfere with the operation of the
1221 sewer treatment facility."
1222 (8) In IRC, Section R202, the definition of "Potable Water" is deleted and replaced
1223 with the following: "POTABLE WATER. Water free from impurities present in amounts
1224 sufficient to cause disease or harmful physiological effects and conforming to the Utah Code,
1225 Title 19, [
1226 Quality Act, and the regulations of the public health authority having jurisdiction."
1227 (9) IRC, Figure R301.2(5), is deleted and replaced with Table R301.2(5a) and Table
1228 R301.2(5b) as follows:
| 1229 | |||||
| 1230 | |||||
| 1231 | COUNTY | Po | S | Ao | |
| 1232 | Beaver | 43 | 63 | 6.2 | |
| 1233 | Box Elder | 43 | 63 | 5.2 | |
| 1234 | Cache | 50 | 63 | 4.5 | |
| 1235 | Carbon | 43 | 63 | 5.2 | |
| 1236 | Daggett | 43 | 63 | 6.5 | |
| 1237 | Davis | 43 | 63 | 4.5 | |
| 1238 | Duchesne | 43 | 63 | 6.5 | |
| 1239 | Emery | 43 | 63 | 6.0 | |
| 1240 | Garfield | 43 | 63 | 6.0 | |
| 1241 | Grand | 36 | 63 | 6.5 | |
| 1242 | Iron | 43 | 63 | 5.8 | |
| 1243 | Juab | 43 | 63 | 5.2 | |
| 1244 | Kane | 36 | 63 | 5.7 | |
| 1245 | Millard | 43 | 63 | 5.3 | |
| 1246 | Morgan | 57 | 63 | 4.5 | |
| 1247 | Piute | 43 | 63 | 6.2 | |
| 1248 | Rich | 57 | 63 | 4.1 | |
| 1249 | Salt Lake | 43 | 63 | 4.5 | |
| 1250 | San Juan | 43 | 63 | 6.5 | |
| 1251 | Sanpete | 43 | 63 | 5.2 | |
| 1252 | Sevier | 43 | 63 | 6.0 | |
| 1253 | Summit | 86 | 63 | 5.0 | |
| 1254 | Tooele | 43 | 63 | 4.5 | |
| 1255 | Uintah | 43 | 63 | 7.0 | |
| 1256 | Utah | 43 | 63 | 4.5 | |
| 1257 | Wasatch | 86 | 63 | 5.0 | |
| 1258 | Washington | 29 | 63 | 6.0 | |
| 1259 | Wayne | 36 | 63 | 6.5 | |
| 1260 | Weber | 43 | 63 | 4.5 | |
| 1261 | |||||
| 1262 | |||||
| 1263 | The following jurisdictions require design snow load values that differ from the Equation in the Utah Snow Load Study. | ||||
| 1264 | County | City | Elevation | Ground Snow Load (psf) | Roof Snow Load (psf) 6 |
| 1265 | Carbon | Price3 All other county locations5 | 5550 -- | 43 -- | 30 -- |
| 1266 | Davis | Fruit Heights3 | 4500 - 4850 | 57 | 40 |
| 1267 | Emery | Green River3 | 4070 | 36 | 25 |
| 1268 | Garfield | Panguitch3 | 6600 | 43 | 30 |
| 1269 | Rich | Woodruff3 Laketown4 Garden City5 Randolph4 | 6315 6000 -- 6300 | 57 57 -- 57 | 40 40 -- 40 |
| 1270 | San Juan | Monticello3 | 6820 | 50 | 35 |
| 1271 | Summit | Coalville3 Kamas4 | 5600 6500 | 86 114 | 60 80 |
| 1272 | Tooele | Tooele3 | 5100 | 43 | 30 |
| 1273 | Utah | Orem3 Pleasant Grove4 Provo5 | 4650 5000 -- | 43 43 -- | 30 30 -- |
| 1274 | Wasatch | Heber5 | -- | -- | -- |
| 1275 | Washington | Leeds3 Santa Clara3 St. George3 All other county locations5 | 29 21 21 -- | 20 15 15 -- | |
| 1276 | Wayne | Loa3 | 43 | 30 | |
| 1277 | 1The IRC requires a minimum live load -- See R301.6. | ||||
| 1278 | 2This table is informational only in that actual site elevations may vary. Table is only valid if site elevation is within 100 feet of the listed elevation. Otherwise, contact the local Building Official. | ||||
| 1279 | 3Values adopted from Table VII of the Utah Snow Load Study | ||||
| 1280 | 4Values based on site-specific study. Contact local Building Official for additional information. | ||||
| 1281 | 5Contact local Building Official. | ||||
| 1282 | 6Based on Ce =1.0, Ct =1.0 and Is =1.0" | ||||
1284 Snow Loads. The snow loads specified in Table R301.2(5b) shall be used for the jurisdictions
1285 identified in that table. Otherwise, the ground snow load, Pg, to be used in the determination
1286 of design snow loads for buildings and other structures shall be determined by using the
1287 following formula: Pg = (Po2 + S2(A-Ao)2)0.5 for A greater than Ao, and Pg = Po for A less
1288 than or equal to Ao.
1289 WHERE:
1290 Pg = Ground snow load at a given elevation (psf);
1291 Po = Base ground snow load (psf) from Table No. R301.2(5a);
1292 S = Change in ground snow load with elevation (psf/100 ft.) From Table No. R301.2(5a);
1293 A = Elevation above sea level at the site (ft./1,000);
1294 Ao = Base ground snow elevation from Table R301.2(5a) (ft./1,000).
1295 The building official may round the roof snow load to the nearest 5 psf. The ground snow
1296 load, Pg, may be adjusted by the building official when a licensed engineer or architect submits
1297 data substantiating the adjustments.
1298 Where the minimum roof live load in accordance with Table R301.6 is greater than the design
1299 roof snow load, such roof live load shall be used for design, however, it shall not be reduced to
1300 a load lower than the design roof snow load. Drifting need not be considered for roof snow
1301 loads less than 20 psf."
1302 [
1303
1304 [
1305 [
1306
1307
1308
1309 [
1310 [
1311
1312
1313 [
1314 replaced with "self-latching hardware".
1315 (12) IRC, Section R302.13, is deleted.
1316 [
1317 sentence.
1318 [
1319 replaced with the following: "R311.7.4 Stair treads and risers. [
1320 height. The maximum riser height shall be 8 inches (203 mm). The riser shall be measured
1321 vertically between leading edges of the adjacent treads. The greatest riser height within any
1322 flight of stairs shall not exceed the smallest by more than 3/8 inch (9.5 mm).
1323 [
1324 The tread depth shall be measured horizontally between the vertical planes of the foremost
1325 projection of adjacent treads and at a right angle to the tread's leading edge. The greatest tread
1326 depth within any flight of stairs shall not exceed the smallest by more than 3/8 inch (9.5 mm).
1327 Winder treads shall have a minimum tread depth of 10 inches (254 mm) measured as above at
1328 a point 12 inches (305 mm) from the side where the treads are narrower. Winder treads shall
1329 have a minimum tread depth of 6 inches (152 mm) at any point. Within any flight of stairs, the
1330 greatest winder tread depth at the 12-inch (305 mm) walk line shall not exceed the smallest by
1331 more than 3/8 inch (9.5 mm).
1332 [
1333 be no greater than 9/16 inch (14.3 mm). A nosing not less than 3/4 inch (19 mm) but not more
1334 than 1 1/4 inches (32 mm) shall be provided on stairways with solid risers. The greatest nosing
1335 projection shall not exceed the smallest nosing projection by more than 3/8 inch (9.5 mm)
1336 between two stories, including the nosing at the level of floors and landings. Beveling of
1337 nosing shall not exceed 1/2 inch (12.7 mm). Risers shall be vertical or sloped from the
1338 underside of the leading edge of the tread above at an angle not more than 30 degrees (0.51 rad)
1339 from the vertical. Open risers are permitted, provided that the opening between treads does not
1340 permit the passage of a 4-inch diameter (102 mm) sphere.
1341 Exceptions.
1342 1. A nosing is not required where the tread depth is a minimum of 10 inches (254 mm).
1343 2. The opening between adjacent treads is not limited on stairs with a total rise of 30 inches
1344 (762 mm) or less."
1345 [
1346 [
1347 [
1348 following: "R313.1 Design and installation. When installed, automatic residential fire
1349 sprinkler systems for townhouses or one- and two-family dwellings shall be designed and
1350 installed in accordance with Section P2904 or NFPA 13D."
1351 (17) In IRC, Section 315.3, the following words are added to the first sentence after the
1352 word "installed": "on each level of the dwelling unit and".
1353 [
1354 [
1355
1356
1357
1358 [
1359 [
1360
1361 [
1362 the alterations or repairs do not result in the removal of interior wall or ceiling finishes
1363 exposing the structure, unless there is an attic, crawl space or basement available which could
1364 provide access for hard wiring, without the removal of interior finishes."
1365 [
1366 R315.7 Interconnection. Where more than one carbon monoxide alarm is required to be
1367 installed within an individual dwelling unit in accordance with Section R315.1, the alarm
1368 devices shall be interconnected in such a manner that the actuation of one alarm will activate
1369 all of the alarms in the individual unit. Physical interconnection of smoke alarms shall not be
1370 required where listed wireless alarms are installed and all alarms sound upon activation of one
1371 alarm.
1372 Exception: Interconnection of carbon monoxide alarms in existing areas shall not be required
1373 where alterations or repairs do not result in removal of interior wall or ceiling finishes exposing
1374 the structure, unless there is an attic, crawl space or basement available which could provide
1375 access for interconnection without the removal of interior finishes."
1376 [
1377 When anchor bolt spacing does not exceed 32 inches (813 mm) apart, anchor bolts may be
1378 placed with a minimum of two bolts per plate section located not less than 4 inches (102 mm)
1379 from each end of each plate section at interior bearing walls, interior braced wall lines, and at
1380 all exterior walls."
1381 [
1382 and Item 3 as follows: "Exception: When anchor bolt spacing does not exceed 32 inches (816
1383 mm) apart, anchor bolts may be placed with a minimum of two bolts per plate section located
1384 not less than 4 inches (102 mm) from each end of each plate section at interior bearing walls,
1385 interior braced wall lines, and at all exterior walls."
1386 [
1387 As an alternative to complying with Sections R404.1 through R404.1.5.3, concrete and
1388 masonry foundation walls may be designed in accordance with IBC Sections 1807.1.5 and
1389 1807.1.6 as amended in Section 1807.1.6.4 and Table 1807.1.6.4 under these rules."
1390 [
1391 Section 17. Section 15A-3-203 is amended to read:
1392 15A-3-203. Amendments to Chapters 6 through 15 of IRC.
1393 (1) In IRC, Section [
1394 governed." are deleted and replaced with the following: "Construction documents include all
1395 documentation required to be submitted in order to issue a building permit."
1396 (2) In IRC, Section [
1397 is deleted.
1398 (3) In IRC, Section N1101.13 (R401.2), add Exception as follows:
1399 "Exception: A project complies if the project demonstrates compliance with "3 percent better
1400 than code" using the software RESCheck 2012 Utah Energy Conservation Code."
1401 [
1402
1403
1404 footnote j is added as follows:
1405 "j. Log walls complying with ICC400 and with a minimum average wall thickness of 5 inches
1406 or greater shall be permitted in Zones 5 through 8 when overall window glazing has a .31
1407 U-factor or lower, minimum heating equipment efficiency is 90 AFUE (gas) or 84 AFUE (oil),
1408 and all other component requirements are met."
1409 [
| 1410 | "TABLE N1102.1.1 (R402.1.1) | ||||||||||
| 1411 | INSULATION AND FENESTRATION REQUIREMENTS BY COMPONENTa | ||||||||||
| 1412 | CLIMATE ZONE | FENESTRATION U-FACTOR b | SKYLIGHT b U-FACTOR | GLAZED FENESTRATION SHGC b,e | CEILING R-VALUE | WOOD FRAME WALL R-VALUE | MASS WALL R-VALUE i,j | FLOOR R-VALUE | BASEMENT c WALL R-VALUE | SLAB d R-VALUE & DEPTH | CRAWL SPACE c WALL R-VALUE |
| 1413 | 3 | 0.65 | 0.65 | 0.40 | 30 | 15 | 5 | 19 | 0 | 0 | 5/13 |
| 1414 | 5 and Marine 4 | 0.35 | 0.60 | NR | 38 | 19 or 13 + 5h | 13 | 30 g | 10/13 | 10, 2 ft | 10/13 |
| 1415 | 6 | 0.35 | 0.60 | NR | 49 | 19 or 13 + 5h | 15 | 30 g | 10/13 | 10, 4 ft | 10/13 |
| 1416 | j. Log walls complying with ICC400 and with a minimum average wall thickness of 5" or greater shall be permitted in Zones 5-8 when overall window glazing is .31 U-factor or lower, minimum heating equipment efficiency is 90 AFUE (gas) or 84 AFUE (oil), and all other component requirements are met." | ||||||||||
| 1417 | TABLE N1102.1.3 (R402.1.3) | ||||||||
| 1418 | EQUIVALENT U-FACTORSa | ||||||||
| 1419 | CLIMATE ZONE | FENESTRATION U-FACTOR | SKYLIGHT U-FACTOR | CEILING U-FACTOR | FRAME WALL U-FACTOR | MASS WALL U-FACTOR b | FLOOR U-FACTOR | BASEMENT WALL U-FACTOR | CRAWL SPACE WALL U-FACTOR |
| 1420 | 3 | 0.65 | 0.65 | 0.035 | 0.082 | 0.141 | 0.047 | 0.360 | 0.136 |
| 1421 | 5 and Marine 4 | 0.35 | 0.60 | 0.030 | 0.060 | 0.082 | 0.033 | 0.059 | 0.065 |
| 1422 | 6 | 0.35 | 0.60 | 0.026 | 0.060 | 0.060 | 0.033 | 0.059 | 0.065 |
1424 [
1425 [
1426 [
1427 [
1428 deleted and replaced with the word "or".
1429 [
1430 replaced with the following: "Where allowed by the [
1431 certify compliance to components criteria for items which may not be inspected during
1432 regularly scheduled inspections."
1433 [
1434 (a) In the first sentence, the words "in Climate Zones 1 and 2, and [
1435 per hour in [
1436 (b) In the third sentence, [
1437 word "third" [
1438 (c) The following sentence is inserted after the third sentence: "The following parties
1439 shall be approved to conduct testing: Parties certified by BPI or RESNET, or licensed
1440 contractors who have completed training provided by Blower Door Test equipment
1441 manufacturers or other comparable training."
1442 [
1443 [
1444
1445 [
1446
1447
1448
1449 [
1450
1451
1452
1453
1454
1455 [
1456 for [
1457 [
1458 65% of all ducts (measured by length) located entirely within the building thermal envelope."
1459 (9) In IRC, Section N1103.3.3 (R403.3.3), the following is added after the exception:
1460 "The following parties shall be approved to conduct testing: Parties certified by BPI or
1461 RESNET, or licensed contractors who have completed either training provided by Duct Test
1462 equipment manufacturers or other comparable training."
1463 (10) In IRC, Section N1103.3.4 (R403.3.4), in Subsection 1, the number 4 is changed
1464 to 8, the number 113.3 is changed to 170, the number 3 is changed to 6, the number 85 is
1465 changed to 114.6, and in Subsection 2, the number 4 is changed to 8 and the number 113.3 is
1466 changed to 226.5.
1467 [
1468 "or plenums" are deleted.
1469 [
1470
1471 [
1472 [
1473
1474 [
1475
1476 [
1477
1478 [
1479
1480 [
1481 [
1482 [
1483 [
1484
1485 [
1486 [
1487 [
1488
1489 [
1490 [
1491 [
1492
1493 [
1494 [
1495 [
1496 [
1497
1498
1499 [
1500
1501 (12) In IRC, Section N1103.5.3 (R403.5.3), Subsection 5 is deleted and Subsections 6
1502 and 7 are renumbered.
1503 (13) In IRC, Section N1106.2 (R406.2), the last sentence and exception are deleted.
1504 (14) In IRC, Section N1106.4 (R406.4), the table is deleted and replaced with the
1505 following:
| 1506 | ||
| 1507 | ||
| 1508 | ||
| 1509 | 3 | 65 |
| 1510 | 5 | 69 |
| 1511 | 6 | 68 |
1513
1514 Subparagraph 1, the last sentence is deleted.
1515 [
1516
1517
1518
1519
1520 [
1521 Section 18. Section 15A-3-204 is amended to read:
1522 15A-3-204. Amendments to Chapters 16 through 25 of IRC.
1523 [
1524
1525
1526
1527
1528
1529 [
1530
1531 [
1532 Fuel gas services shall be in an approved location and/or provided with structures designed to
1533 protect the fuel gas meter and surrounding piping from physical damage, including falling,
1534 moving, or migrating ice and snow. If an added structure is used, it must provide access for
1535 service and comply with the IBC or the IRC."
1536 Section 19. Section 15A-3-205 is amended to read:
1537 15A-3-205. Amendments to Chapters 26 through 35 of IRC.
1538 (1) A new IRC, Section P2602.3, is added as follows: "P2602.3 Individual water
1539 supply. Where a potable public water supply is not available, individual sources of potable
1540 water supply shall be utilized, provided that the source has been developed in accordance with
1541 Utah Code, Sections 73-3-1 and 73-3-25, as administered by the Department of Natural
1542 Resources, Division of Water Rights. In addition, the quality of the water shall be approved by
1543 the local health department having jurisdiction."
1544 (2) A new IRC, Section P2602.4, is added as follows: "P2602.4 Sewer required. Every
1545 building in which plumbing fixtures are installed and all premises having drainage piping shall
1546 be connected to a public sewer where the sewer is accessible and is within 300 feet of the
1547 property line in accordance with Utah Code, Section 10-8-38; or an approved private sewage
1548 disposal system in accordance with Utah Administrative Code, Chapter 4, Rule R317, as
1549 administered by the Department of Environmental Quality, Division of Water Quality."
1550 (3) In IRC, Section [
1551 "water" are deleted.
1552 (4) A new IRC, Section P2902.1.1, is added as follows: "P2902.1.1 Backflow assembly
1553 testing. The premise owner or [
1554 prevention assemblies operation tested in accordance with administrative rules made by the
1555 Drinking Water Board at the time of installation, repair, and relocation and at least on an
1556 annual basis thereafter, or more frequently as required by the authority having jurisdiction.
1557 Testing shall be performed by a Certified Backflow Preventer Assembly Tester. The
1558 assemblies that are subject to this paragraph are the Spill Resistant Vacuum Breaker, the
1559 Pressure Vacuum Breaker Assembly, the Double Check Backflow Prevention Assembly, the
1560 Double Check Detector Assembly Backflow Preventer, the Reduced Pressure Principle
1561 Backflow Preventer, and Reduced Pressure Detector Assembly. Third-party certification for
1562 backflow prevention assemblies will consist of any combination of two certifications,
1563 laboratory or field. Acceptable third-party laboratory certifying agencies are ASSE, IAPMO,
1564 and USC-FCCCHR. USC-FCCCHR currently provides the only field testing of backflow
1565 protection assemblies. Also see www.drinkingwater.utah.gov and rules made by the Drinking
1566 Water Board."
1567 [
1568 [
| 1569 | "DEVICE | DEGREE OF HAZARDa | APPLICATIONb | APPLICABLE STANDARDS |
| 1570 | BACKFLOW PREVENTION ASSEMBLIES: | |||
| 1571 | Double check backflow prevention assembly and double check fire protection backflow prevention assembly | Low hazard | Backpressure or backsiphonage Sizes 3/8" - 16" | ASSE 1015, AWWA C510, CSA B64.5, CSA B64.5.1 |
| 1572 | Double check detector fire protection backflow prevention assemblies | Low hazard | Backpressure or backsiphonage Sizes 3/8" - 16" | ASSE 1048 |
| 1573 | Pressure vacuum breaker assembly | High or low hazard | Backsiphonage only Sizes 1/2" - 2" | ASSE 1020, CSA B64.1.2 |
| 1574 | Reduced pressure principle backflow prevention assembly and reduced pressure principle fire protection backflow assembly | High or low hazard | Backpressure or backsiphonage Sizes 3/8" - 16" | ASSE 1013, AWWA C511, CSA B64.4, CSA B64.4.1 |
| 1575 | Reduced pressure detector fire protection backflow prevention assemblies | High or low hazard | Backpressure or backsiphonage (Fire Sprinkler Systems) | ASSE 1047 |
| 1576 | Spill-resistant vacuum breaker assembly | High or low hazard | Backsiphonage only Sizes 1/2" - 2" | ASSE 1056 |
| 1577 | BACKFLOW PREVENTER PLUMBING DEVICES: | |||
| 1578 | Antisiphon-type fill valves for gravity water closet flush tanks | High hazard | Backsiphonage only | ASSE 1002, CSA B125.3 |
| 1579 | Backflow preventer for carbonated beverage machines | Low hazard | Backpressure or backsiphonage Sizes 1/4" - 3/8" | ASSE 1022 |
| 1580 | Backflow preventer with intermediate atmospheric vents | Low hazard | Backpressure or backsiphonage Sizes 1/4" - 3/8" | ASSE 1012, CSA B64.3 |
| 1581 | Dual check valve type backflow preventers | Low hazard | Backpressure or backsiphonage Sizes 1/4" - 1" | ASSE 1024, CSA B64.6 |
| 1582 | Hose connection backflow preventer | High or low hazard | Backsiphonage only Sizes 1/2" - 1" | ASSE 1052, CSA B64.2, B64.2.1 |
| 1583 | Hose connection vacuum breaker | High or low hazard | Backsiphonage only Sizes 1/2", 3/4", 1" | ASSE 1011, CAN/CSA B64.1.1 |
| 1584 | Atmospheric type vacuum breaker | High or low hazard | Backsiphonage only Sizes 1/2" - 4" | ASSE 1001, CSA B64.1.1 |
| 1585 | Vacuum breaker wall hydrants, frost resistant, automatic draining type | High or low hazard | Backsiphonage only Sizes 3/4", 1" | ASSE 1019, CSA B64.2.2 |
| 1586 | OTHER MEANS or METHODS: | |||
| 1587 | Air gap | High or low hazard | Backsiphonage only | ASME A112.1.2 |
| 1588 | Air gap fittings for use with plumbing fixtures, appliances and appurtenances | High or low hazard | Backpressure or backsiphonage | ASME A112.1.3 |
| 1589 | For SI: 1 inch = 25.4 mm | |||
| 1590 | a. Low Hazard - See Pollution (Section 202), High Hazard - See Contamination (Section 202) | |||
| 1591 | b. See Backpressure (Section 202), See Backpressure, low head (Section 202), See Backsiphonage Section 202) | |||
| 1592 | Installation Guidelines: The above specialty devices shall be installed in accordance with their listing and the manufacturer's instructions and the specific provisions of this chapter." | |||
1594
1595
1596 [
1597
1598
1599
1600 [
1601
1602 [
1603
1604
1605
1606 [
1607
1608
1609
1610 [
1611
1612
1613 [
1614
1615
1616
1617
1618
1619
1620 (5) In IRC, Section P2902.1, the following subsections are added as follows:
1621 "P2902.1.1 General Installation Criteria.
1622 Assemblies shall not be installed more than five feet above the floor unless a permanent
1623 platform is installed. The assembly owner, where necessary, shall provide devices or structures
1624 to facilitate testing, repair, and maintenance, and to insure the safety of the backflow
1625 technician.
1626 P2902.1.2 Specific Installation Criteria.
1627 P2902.1.2.1 Reduced Pressure Principle Blackflow Prevention Assembly.
1628 The reduced pressure principle backflow prevention assembly shall be installed as
1629 follows:
1630 a. The assembly may not be installed in a pit.
1631 b. The relief valve of the assembly shall not be directly connected to a waste disposal line,
1632 including a sanitary sewer, a storm drain, or a vent.
1633 c. The assembly shall be installed in a horizontal position only, unless listed or approved for
1634 vertical installation in accordance with Section 303.4.
1635 d. The bottom of the assembly shall be installed a minimum of 12 inches above the floor or
1636 ground.
1637 e. The body of the assembly shall be a minimum of 12 inches from any wall, ceiling, or
1638 obstacle, and shall be readily accessible for testing, repair, and maintenance.
1639 P2902.1.2.2 Double Check Valve Backflow Prevention Assembly.
1640 A double check valve backflow prevention assembly shall be installed as follows:
1641 a. The assembly shall be installed in a horizontal position only, unless listed or approved for
1642 vertical installation.
1643 b. The bottom of the assembly shall be a minimum of 12 inches above the ground or floor.
1644 c. The body of the assembly shall be a minimum of 12 inches from any wall, ceiling, or
1645 obstacle, and shall be readily accessible for testing, repair, and maintenance.
1646 d. If installed in a pit, the assembly shall be installed with a minimum of 12 inches of clearance
1647 between all sides of the vault, including the floor and roof or ceiling, with adequate room for
1648 testing and maintenance.
1649 P2902.1.2.3 Pressure Vacuum Break Assembly and Spill Resistant Pressure Vacuum Breaker
1650 Assembly.
1651 A pressure vacuum break assembly or a spill resistant pressure vacuum breaker assembly shall
1652 be installed as follows:
1653 a. The assembly shall not be installed in an area that could be subject to backpressure or back
1654 drainage conditions.
1655 b. The assembly shall be installed a minimum of 12 inches above all downstream piping and
1656 the highest point of use.
1657 c. The assembly shall be a minimum of 12 inches from any wall, ceiling, or obstacle, and shall
1658 be readily accessible for testing, repair, and maintenance.
1659 d. The assembly shall not be installed below ground, in a vault, or in a pit.
1660 e. The assembly shall be installed in a vertical position."
1661 (6) IRC, Section P2910.5, is deleted and replaced with the following:
1662 "P2910.5 Potable water connections.
1663 When a potable water system is connected to a nonpotable water system, the potable water
1664 system shall be protected against backflow by a reduced pressure backflow prevention
1665 assembly or an air gap installed in accordance with Section 2901."
1666 (7) IRC, Section P2910.9.5, is deleted and replaced with the following:
1667 "P2910.9.5 Makeup water.
1668 Where an uninterrupeted nonpotable water supply is required for the intended application,
1669 potable or reclaimed water shall be provided as a source of makeup water for the storage tank.
1670 The makeup water supply shall be protected against backflow by means of an air gap not less
1671 than 4 inches (102 millimeters) above the overflow or by a reduced pressure backflow
1672 prevention assembly installed in accordance with Section 2902."
1673 (8) In IRC, Section P2911.12.4, the following words are deleted: "and backwater
1674 valves".
1675 (9) In IRC, Section P2912.15.6, the following words are deleted: "and backwater
1676 valves".
1677 (10) In IRC, Section P2913.4.2, the following words are deleted: "and backwater
1678 valves".
1679 (11) IRC, Section P3009, is deleted and replaced with the following:
1680 "P3009 Connected to nonpotable water from on-site water reuse systems.
1681 Nonpotable systems utilized for subsurface irrigation for single-family residences shall comply
1682 with the requirements of R317-401, UAC, Gray Water Systems."
1683 [
1684 paragraph: "Vents extending through the wall shall terminate not less than 12 inches from the
1685 wall with an elbow pointing downward."
1686 [
1687 paragraph: "Horizontal dry vents below the flood level rim shall be permitted for floor drain
1688 and floor sink installations when installed below grade in accordance with Chapter 30, and
1689 Sections P3104.2 and P3104.3. A wall cleanout shall be provided in the vertical vent."
1690 Section 20. Section 15A-3-206 is amended to read:
1691 15A-3-206. Amendments to Chapters 36 and 44 of IRC.
1692 (1) In IRC, Section E3901.9, the following exception is added:
1693 "Exception: Receptacles or other outlets adjacent to the exterior walls of the garage, outlets
1694 adjacent to an exterior wall of the garage, or outlets in a storage room with entry from the
1695 garage may be connected to the garage branch circuit."
1696 [
1697 sentence are deleted: "family rooms, dining rooms, living rooms, parlors, libraries, dens," and
1698 "sunrooms, recreation rooms, closets, hallways, and similar rooms or areas."
1699 (3) In Section E3902.17:
1700 (a) following the word "Exception" the number "1." is added; and
1701 (b) at the end of the section, the following sentences are added:
1702 [
1703 circuit or an outlet which does not significantly increase the existing electrical load. This
1704 exception does not include changes involving remodeling or additions to a residence."
1705 [
| 1706 | "Standard reference number | Title | Referenced in code section number |
| 1707 | USC-FCCCHR 10th Edition Manual of Cross Connection Control | Foundation for Cross-Connection Control and Hydraulic Research University of Southern California Kaprielian Hall 300 Los Angeles CA 90089-2531 | Table P2902.3" |
1708 Section 21. Section 15A-3-302 is amended to read:
1709 15A-3-302. Amendments to Chapters 1 and 2 of IPC.
1710 (1) A new IPC, Section [
1711 International Private Sewage Disposal Code is not part of the plumbing code even though it is
1712 in the same printed volume."
1713 (2) In IPC, Section 202, the definition for "Backflow Backpressure, Low Head" is
1714 deleted.
1715 (3) In IPC, Section 202, the following definition is added: "Certified Backflow
1716 Preventer Assembly Tester. A person who has shown competence to test Backflow prevention
1717 assemblies to the satisfaction of the authority having jurisdiction under Utah Code, Subsection
1718 19-4-104(4)."
1719 (4) In IPC, Section 202, the following definition is added: "Contamination (High
1720 Hazard). An impairment of the quality of the potable water that creates an actual hazard to the
1721 public health through poisoning or through the spread of disease by sewage, industrial fluids or
1722 waste."
1723 (5) In IPC, Section 202, the definition for "Cross Connection" is deleted and replaced
1724 with the following: "Cross Connection. Any physical connection or potential connection or
1725 arrangement between two otherwise separate piping systems, one of which contains potable
1726 water and the other either water of unknown or questionable safety or steam, gas, or chemical,
1727 whereby there exists the possibility for flow from one system to the other, with the direction of
1728 flow depending on the pressure differential between the two systems (see "Backflow")."
1729 (6) In IPC, Section 202, the following definition is added: "Deep Seal Trap. A
1730 manufactured or field fabricated trap with a liquid seal of 4" or larger."
1731 [
1732
1733
1734
1735
1736 (7) In IPC, Section 202, the definition for "Essentially Nontoxic Transfer Fluid" is
1737 deleted and replaced with the following:
1738 "ESSENTIALLY NONTOXIC TRANSFER FLUID. Fluids having a Gosselin rating of 1,
1739 including propylene glycol; and mineral oil."
1740 (8) In IPC, Section 202, the definition for "Essentially Toxic Transfer Fluid" is deleted
1741 and replaced with the following:
1742 "ESSENTIALLY TOXIC TRANSFER FLUID. Soil, waste, or gray water; and any fluid that is
1743 not an essentially nontoxic transfer fluid under this code."
1744 [
1745 Contamination."
1746 [
1747 Pollution."
1748 [
1749 Hazard). An impairment of the quality of the potable water to a degree that does not create a
1750 hazard to the public health but that does adversely and unreasonably affect the aesthetic
1751 qualities of such potable water for domestic use."
1752 [
1753 replaced with the following: "Potable Water. Water free from impurities present in amounts
1754 sufficient to cause disease or harmful physiological effects and conforming to the Utah Code,
1755 Title 19, Chapter 4, Safe Drinking Water Act, and Title 19, Chapter 5, Water Quality Act, and
1756 the regulations of the public health authority having jurisdiction."
1757 Section 22. Section 15A-3-303 is amended to read:
1758 15A-3-303. Amendments to Chapter 3 of IPC.
1759 (1) In IPC, Section 303.4, the following exception is added:
1760 "Exception: Third-party certification for backflow prevention assemblies will consist of any
1761 combination of two certifications, laboratory or field. Acceptable third party laboratory
1762 certifying agencies are ASSE, IAPMO, and USC-FCCCHR. USC-FCCCHR currently
1763 provides the only field testing of backflow protection assemblies. Also see
1764 www.drinkingwater.utah.gov and Division of Drinking Water Rule, Utah Administrative Code,
1765 R309-305-6."
1766 [
1767 (2) IPC, Section 307.5, Protection of footings, is deleted.
1768 (3) IPC, Section 311.1, is deleted.
1769 (4) In IPC, Section 312.3, the following is added at the end of the paragraph:
1770 "Where water is not available at the construction site or where freezing conditions limit
1771 the use of water on the construction site, plastic drainage and vent pipe may be permitted to be
1772 tested with air. The following procedures shall be followed:
1773 1. Contractor shall recognize that plastic is extremely brittle at lower temperatures and can
1774 explode, causing serious injury or death.
1775 2. Contractor assumes all liability for injury or death to persons or damage to property or for
1776 claims for labor and/or material arising from any alleged failure of the system during testing
1777 with air or compressed gasses.
1778 3. Proper personal protective equipment, including safety eyewear and protective headgear,
1779 should be worn by all individuals in any area where an air or gas test is being conducted.
1780 4. Contractor shall take all precautions necessary to limit the pressure within the plastic piping.
1781 5. No [
1782 by accurate gauges graduated to no more than three times the test pressure.
1783 6. The pressure gauge shall be monitored during the test period, which should not exceed 15
1784 minutes.
1785 7. At the conclusion of the test, the system shall be depressurized gradually, all trapped air or
1786 gases should be vented, and test balls and plugs should be removed with caution."
1787 (5) In IPC, Section 312.5, the following is added at the end of the paragraph:
1788 "Where water is not available at the construction site or where freezing conditions limit the use
1789 of water on the construction site, plastic water pipes may be permitted to be tested with air.
1790 The following procedures shall be followed:
1791 1. Contractor shall recognize that plastic is extremely brittle at lower temperatures and can
1792 explode, causing serious injury or death.
1793 2. Contractor assumes all liability for injury or death to persons or damage to property or for
1794 claims for labor and/or material arising from any alleged failure of the system during testing
1795 with air or compressed gasses.
1796 3. Proper personal protective equipment, including safety eyewear and protective headgear,
1797 should be worn by all individuals in any area where an air or gas test is being conducted.
1798 4. Contractor shall take all precautions necessary to limit the pressure within the plastic piping.
1799 5. Water supply systems shall be pressure tested to a minimum of 50 psi but not more than 80
1800 psi as measured by accurate gauges graduated to no more than three times the test pressure.
1801 6. The pressure gauge shall be monitored during the test period, which should not exceed 15
1802 minutes.
1803 7. At the conclusion of the test, the system shall be depressurized gradually, all trapped air or
1804 gases should be vented, and test balls and plugs should be removed with caution."
1805 (6) A new IPC, Section 312.10.3, is added as follows: "312.10.3 Tester Qualifications.
1806 Testing shall be performed by a Utah Certified Backflow Preventer Assembly Tester in
1807 accordance with Utah Administrative Code, R309-305."
1808 Section 23. Section 15A-3-304 is amended to read:
1809 15A-3-304. Amendments to Chapter 4 of IPC.
1810 (1) In IPC, Table 403.1, the following changes are made:
1811 (a) The title for Table 403.1 is deleted and replaced with the following: "Table 403.1,
1812 Minimum Number of Required Plumbing [
1813 (b) In [
1814 footnote [
1815 (c) In [
1816 the field for "OTHER", a new footnote [
1817 (d) A new footnote [
1818 public toilet facilities, there shall be an equal number of diaper changing facilities in male toilet
1819 rooms and female toilet rooms. Diaper changing facilities shall meet the requirements of
1820 ASTM F2285-04 (2010) Standard Consumer Safety Performance Specifications for Diaper
1821 Changing Tables for Commercial Use."
1822 (e) A new footnote [
1823 Non-residential child care facilities shall comply [
1824
1825 rule made by the Department of Health."
1826 (2) A new IPC, Section 406.3, is added as follows: " 406.3 Automatic clothes washer
1827 safe pans. Safe pans, when installed under automatic clothes washers, shall be installed in
1828 accordance with Section 504.7."
1829 (3) A new IPC, Section 412.5, is added as follows: "412.5 Public toilet rooms. All
1830 public toilet rooms in A & E occupancies and M occupancies with restrooms having multiple
1831 water closets or urinals shall be equipped with at least one floor drain."
1832 (4) IPC, Section 423.3, is deleted.
1833 Section 24. Section 15A-3-305 is amended to read:
1834 15A-3-305. Amendments to Chapter 5 of IPC.
1835 (1) IPC, Section 502.4, is deleted and replaced with the following: "502.4 Seismic
1836 supports. [
1837
1838 strapped to resist horizontal displacement caused by earthquake motion. Strapping shall be at
1839 points within the upper one-third and lower one-third of the appliance's vertical dimensions.
1840 [
1841
1842 (2) In IPC, Section 504.7.2, the following is added at the end of the section: "When
1843 permitted by the code official, the pan drain may be directly connected to a soil stack, waste
1844 stack, or branch drain. The pan drain shall be individually trapped and vented as required in
1845 Section 907.1. The pan drain shall not be directly or indirectly connected to any vent. The trap
1846 shall be provided with a trap primer conforming to ASSE 1018 or ASSE 1044, a barrier type
1847 floor drain trap seal protection device meeting ASSE 1072, or a deep seal p-trap."
1848 (3) A new IPC, Section 504.7.3, is added as follows: "504.7.3 Pan Designation. A
1849 water heater pan shall be considered an emergency receptor designated to receive the discharge
1850 of water from the water heater only and shall not receive the discharge from any other fixtures,
1851 devises, or equipment."
1852 Section 25. Section 15A-3-306 is amended to read:
1853 15A-3-306. Amendments to Chapter 6 of IPC.
1854 (1) IPC, Section 602.3, is deleted and replaced with the following: "602.3 Individual
1855 water supply. Where a potable public water supply is not available, individual sources of
1856 potable water supply shall be utilized provided that the source has been developed in
1857 accordance with Utah Code, Sections 73-3-1, 73-3-3, and 73-3-25, as administered by the
1858 Department of Natural Resources, Division of Water Rights. In addition, the quality of the
1859 water shall be approved by the local health department having jurisdiction. The source shall
1860 supply sufficient quantity of water to comply with the requirements of this chapter."
1861 (2) IPC, Sections 602.3.1, 602.3.2, 602.3.3, 602.3.4, 602.3.5, and 602.3.5.1, are
1862 deleted.
1863 (3) A new IPC, Section 604.4.1, is added as follows: "604.4.1 Manually operated
1864 metering faucets for food service establishments. Self closing or manually operated metering
1865 faucets shall provide a flow of water for at least 15 seconds without the need to reactivate the
1866 faucet."
1867 (4) IPC, Section 606.5, is deleted and replaced with the following: "606.5 Water
1868 pressure booster systems. Water pressure booster systems shall be provided as required by
1869 Section 606.5.1 through 606.5.11."
1870 (5) A new IPC, Section 606.5.11, is added as follows: "606.5.11 Prohibited
1871 installation. In no case shall a booster pump be allowed that will lower the pressure in the
1872 public main to less than the minimum water pressure specified in Utah Administrative Code
1873 R309-105-9."
1874 (6) In IPC, Section 608.1, the words "and pollution" are added after the word
1875 "contamination."
1876 [
1877 [
| 1878 | ||||
| 1879 | ||||
| 1880 | DEVICE | DEGREE OF HAZARDa | APPLICATIONb | APPLICABLE STANDARDS |
| 1881 | BACKFLOW PREVENTION ASSEMBLIES: | |||
| 1882 | Double check backflow prevention assembly and double check fire protection backflow prevention assembly | Low hazard | Backpressure or backsiphonage Sizes 3/8" - 16" | ASSE 1015, AWWA C510, CSA B64.5, CSA B64.5.1 |
| 1883 | Double check detector fire protection backflow prevention assemblies | Low hazard | Backpressure or backsiphonage Sizes 3/8" - 16" | ASSE 1048 |
| 1884 | Pressure vacuum breaker assembly | High or low hazard | Backsiphonage only Sizes 1/2" - 2" | ASSE 1020, CSA B64.1.2 |
| 1885 | Reduced pressure principle backflow prevention assembly and reduced pressure principle fire protection backflow assembly | High or low hazard | Backpressure or backsiphonage Sizes 3/8" - 16" | ASSE 1013, AWWA C511, CSA B64.4, CSA B64.4.1 |
| 1886 | Reduced pressure detector fire protection backflow prevention assemblies | High or low hazard | Backpressure or backsiphonage (Fire Sprinkler Systems) | ASSE 1047 |
| 1887 | Spill-resistant vacuum breaker assembly | High or low hazard | Backsiphonage only Sizes 1/2" - 2" | ASSE 1056 |
| 1888 | BACKFLOW PREVENTER PLUMBING DEVICES: | |||
| 1889 | Antisiphon-type fill valves for gravity water closet flush tanks | High hazard | Backsiphonage only | ASSE 1002, CSA B125.3 |
| 1890 | Backflow preventer for carbonated beverage machines | Low hazard | Backpressure or backsiphonage Sizes 1/4" - 3/8" | ASSE 1022 |
| 1891 | Backflow preventer with intermediate atmospheric vents | Low hazard | Backpressure or backsiphonage Sizes 1/4" - 3/8" | ASSE 1012, CSA B64.3 |
| 1892 | Dual check valve type backflow preventers | Low hazard | Backpressure or backsiphonage Sizes 1/4" - 1" | ASSE 1024, CSA B64.6 |
| 1893 | Hose connection backflow preventer | High or low hazard | Backsiphonage only Sizes 1/2" - 1" | ASSE 1052, CSA B64.2, B64.2.1 |
| 1894 | Hose connection vacuum breaker | High or low hazard | Backsiphonage only Sizes 1/2", 3/4", 1" | ASSE 1011, CAN/CSA B64.1.1 |
| 1895 | Atmospheric type vacuum breaker | High or low hazard | Backsiphonage only Sizes 1/2" - 4" | ASSE 1001, CSA B64.1.1 |
| 1896 | Vacuum breaker wall hydrants, frost resistant, automatic draining type | High or low hazard | Backsiphonage only Sizes 3/4", 1" | ASSE 1019, CSA B64.2.2 |
| 1897 | OTHER MEANS or METHODS: | |||
| 1898 | Air gap | High or low hazard | Backsiphonage only | ASME A112.1.2 |
| 1899 | Air gap fittings for use with plumbing fixtures, appliances and appurtenances | High or low hazard | Backpressure or backsiphonage | ASME A112.1.3 |
| 1900 | For SI: 1 inch = 25.4 mm | |||
| 1901 | a. Low Hazard - See Pollution (Section 202), High Hazard - See Contamination (Section 202) | |||
| 1902 | b. See Backpressure (Section 202), See Backpressure, low head (Section 202), See Backsiphonage (Section 202) | |||
| 1903 | Installation Guidelines: The above specialty devices shall be installed in accordance with their listing and the manufacturer's instructions and the specific provisions of this chapter." | |||
1905 "608.1.1 General Installation Criteria.
1906 An assembly shall not be installed more than five feet above the floor unless a permanent
1907 platform is installed. The assembly owner, where necessary, shall provide devices or structures
1908 to facilitate testing, repair, and maintenance and to insure the safety of the backflow technician.
1909 608.1.2 Specific Installation Criteria.
1910 608.1.2.1 Reduced Pressure Principle Blackflow Prevention Assembly.
1911 A reduced pressure principle backflow prevention assembly shall be installed as follows:
1912 a. The assembly shall not be installed in a pit.
1913 b. The relief valve of the assembly shall not be directly connected to a waste disposal line,
1914 including a sanitary sewer, storm drain, or vent.
1915 c. The assembly shall be installed in a horizontal position, unless the assembly is listed or
1916 approved for vertical installation in accordance with Section 303.4.
1917 d. The bottom of each assembly shall be installed a minimum of 12 inches above the ground or
1918 the floor.
1919 e. The body of the assembly shall be a minimum of 12 inches from any wall, ceiling, or
1920 obstacle, and shall be readily accessible for testing, repair, and maintenance.
1921 608.1.2.2 Double Check Valve Backflow Prevention Assembly.
1922 A double check valve backflow prevention assembly shall be installed as follows:
1923 a. The assembly shall be installed in a horizontal position unless the assembly is listed or
1924 approved for vertical installation.
1925 b. The bottom of the assembly shall be a minimum of 12 inches above the ground or the floor.
1926 c. The body of the assembly shall be a minimum of 12 inches from any wall, ceiling, or
1927 obstacle, and shall be readily accessible for testing, repair, and maintenance.
1928 d. If installed in a pit, the assembly shall be installed with a minimum of 12 inches of clearance
1929 around all sides of the vault, including the floor and roof or ceiling, with adequate room for
1930 testing and maintenance.
1931 608.1.2.3 Pressure Vacuum Break Assembly and Spill Resistant Pressure Vacuum Breaker
1932 Assembly.
1933 A pressure vacuum break assembly and spill resistant pressure vacuum breaker assembly shall
1934 be installed as follows:
1935 a. The assembly shall not be installed in an area that could be subject to backpressure or back
1936 drainage conditions.
1937 b. The assembly shall be installed a minimum of 12 inches above all downstream piping and
1938 the highest point of use.
1939 c. The assembly shall be a minimum of 12 inches from any wall, ceiling, or obstacle, and shall
1940 be readily accessible for testing, repair, and maintenance.
1941 d. The assembly shall not be installed below ground or in a vault or pit.
1942 e. The assembly shall be installed in a vertical position."
1943 (8) In IPC, Section 608.3, the word "and" after the word "contamination" is deleted and
1944 replaced with a comma and the words "and pollution" are added after the word "contamination"
1945 in the first sentence.
1946 (9) In IPC, Section 608.5, the words "with the potential to create a condition of either
1947 contamination or pollution or" are added after the word "substances".
1948 (10) In IPC, Section 608.6, the following sentence is added at the end of the paragraph:
1949 "Any connection between potable water piping and sewer-connected waste shall be protected
1950 by an air gap in accordance with Section 608.13.1."
1951 (11) IPC, Section 608.7, is deleted and replaced with the following: "608.7 Stop and
1952 Waste Valves installed below grade. Combination stop-and-waste valves shall be permitted to
1953 be installed underground or below grade. Freeze proof yard hydrants that drain the riser into
1954 the ground are considered to be stop-and-waste valves and shall be permitted. A
1955 stop-and-waste valve shall be installed in accordance with a manufacturer's recommended
1956 installation instructions."
1957 (12) In IPC, Section 608.11, the following sentence is added at the end of the
1958 paragraph: "The coating and installation shall conform to NSF Standard 61 and application of
1959 the coating shall comply with the manufacturer's instructions."
1960 (13) IPC, Section 608.13.3, is deleted and replaced with the following: "608.13.3
1961 Backflow preventer with intermediate atmospheric vent. Backflow preventers with
1962 intermediate atmospheric vents shall conform to ASSE 1012 or CSA CAN/CSA-B64.3. These
1963 devices shall be permitted to be installed on residential boilers only, without chemical
1964 treatment, where subject to continuous pressure conditions. The relief opening shall discharge
1965 by air gap and shall be prevented from being submerged."
1966 (14) IPC, Section 608.13.4, is deleted.
1967 (15) IPC, Section 608.13.9, is deleted and replaced with the following: "608.13.9
1968 Chemical dispenser backflow devices. Backflow devices for chemical dispensers shall comply
1969 with Section 608.16.7."
1970 (16) IPC, Section 608.15.3, is deleted and replaced with the following: "608.15.3
1971 Protection by a backflow preventer with intermediate atmospheric vent. Connections to
1972 residential boilers only, without chemical treatment, shall be protected by a backflow preventer
1973 with an intermediate atmospheric vent."
1974 (17) IPC, Section 608.15.4, is deleted and replaced with the following: "608.15.4
1975 Protection by a vacuum breaker. Openings and outlets shall be protected by atmospheric-type
1976 or pressure-type vacuum breakers. Vacuum breakers shall not be installed under exhaust hoods
1977 or similar locations that will contain toxic fumes or vapors. Fill valves shall be set in
1978 accordance with Section 425.3.1. Atmospheric Vacuum Breakers - The critical level of the
1979 atmospheric vacuum breaker shall be set a minimum of 6 inches (152 mm) above the flood
1980 level rim of the fixture or device. Pipe-applied vacuum breakers shall be installed not less than
1981 6 inches (152 mm) above the flood level rim of the fixture, receptor, or device served. No
1982 valves shall be installed downstream of the atmospheric vacuum breaker. Pressure Vacuum
1983 Breaker - The critical level of the pressure vacuum breaker shall be set a minimum of 12 inches
1984 (304 mm) above the flood level of the fixture or device."
1985 (18) In IPC, Section 608.15.4.2, the following is added after the first sentence:
1986 "Add-on-backflow prevention devices shall be non-removable. In climates where freezing
1987 temperatures occur, a listed self-draining frost proof hose bibb with an integral backflow
1988 preventer shall be used."
1989 (19) IPC, Section 608.16.2, is deleted and replaced as follows: "608.16.2 Connections
1990 to boilers. The potable supply to a boiler shall be protected by an air gap or a reduced pressure
1991 principle backflow preventer, complying with ASSE 1013, CSA B64.4 or AWWA C511.
1992 Exception: The potable supply to a residential boiler without chemical treatment may be
1993 equipped with a backflow preventer with an intermediate atmospheric vent complying with
1994 ASSE 1012 or CSA CAN/CSA-B64.3."
1995 [
1996
1997
1998 [
1999 [
2000
2001 [
2002
2003 [
2004
2005 [
2006
2007 [
2008 [
2009 [
2010 "Exception: All class 1 and 2 systems containing chemical additives consisting of strictly
2011 glycerine (C.P. or U.S.P. 96.5 percent grade) or propylene glycol shall be protected against
2012 backflow with a double check valve assembly. Such systems shall include written certification
2013 of the chemical additives at the time of original installation and service or maintenance."
2014 [
2015 Chemical dispensers. Where chemical dispensers connect to the water distribution system, the
2016 water supply system shall be protected against backflow in accordance with Section 608.13.1,
2017 Section 608.13.2, Section 608.13.5, Section 608.13.6 or Section 608.13.8. Installation shall be
2018 in accordance with Section 608.1.2. Chemical dispensers shall connect to a separate dedicated
2019 water supply [
2020 [
2021 Portable cleaning equipment. Where the portable cleaning equipment connects to the water
2022 distribution system, the water supply system shall be protected against backflow in accordance
2023 with Section 608.13.1[
2024 [
2025 and coin operated car washes. The water supply to an automatic or coin operated car wash
2026 shall be protected in accordance with Section 608.13.1 or Section 608.13.2."
2027 [
2028 Protection of individual water supplies. See Section 602.3 for requirements."
2029 Section 26. Section 15A-3-308 is amended to read:
2030 15A-3-308. Amendments to Chapter 8 of IPC.
2031 [
2032 In IPC, Section 802.1.1, the last sentence is deleted.
2033 Section 27. Section 15A-3-310 is amended to read:
2034 15A-3-310. Amendments to Chapter 10 of IPC.
2035 [
2036
2037
2038 [
2039 [
2040 [
2041
2042
2043 [
2044 [
2045 IPC, Chapter 10, is not amended.
2046 Section 28. Section 15A-3-311 is amended to read:
2047 15A-3-311. Amendments to Chapter 11 of IPC.
2048 [
2049
2050
2051 (1) A new IPC, Section 1106.1.1, is added as follows:
2052 "1106.1.1 Alternate Methods.
2053 An approved alternate storm drain sizing method may be allowed."
2054 (2) IPC, Section 1109, is deleted.
2055 Section 29. Section 15A-3-313 is amended to read:
2056 15A-3-313. Amendments to Chapter 13 of IPC.
2057 [
2058
2059
2060 [
2061
2062
2063
2064 [
2065
2066 [
2067
2068
2069
2070 [
2071
2072
2073
2074 [
2075
2076
2077 [
2078
2079
2080
2081
2082
2083
2084 (1) A new IPC, Section 1301.4.1, is added as follows:
2085 "1301.4.1 Recording.
2086 The existence of a nonpotable water system shall be recorded on the deed of ownership for the
2087 property. The certificate of occupancy shall not be issued until the documentation for the
2088 recording required under this section is completed by the property owner."
2089 (2) IPC, Section 1301.5, is deleted and replaced with the following:
2090 "1301.5 Potable water connections.
2091 Where a potable water system is connected to a nonpotable water system, the potable water
2092 supply shall be protected against backflow by a reduced pressure backflow prevention
2093 assembly or an air gap installed in accordance with Section 608."
2094 (3) IPC, Section 1301.9.5, is deleted and replaced with the following:
2095 "1301.9.5 Makeup water.
2096 Where an uninterrupted supply is required for the intended application, potable or reclaimed
2097 water shall be provided as a source of makeup water for the storage tank. The makeup water
2098 supply shall be protected against backflow by a reduced pressure backflow prevention
2099 assembly or an air gap installed in accordance with Section 608. A full-open valve located on
2100 the makeup water supply line to the storage tank shall be provided. Inlets to the storage tank
2101 shall be controlled by fill valves or other automatic supply valves installed to prevent the tank
2102 from overflowing and to prevent the water level from dropping below a predetermined point.
2103 Where makeup water is provided, the water level shall not be permitted to drop below the
2104 source water inlet or the intake of any attached pump."
2105 (4) IPC, Section 1302.12.4, is deleted and replaced with the following:
2106 "1302.12.4 Inspection and testing of backflow prevention assemblies.
2107 Testing of a backflow preventer shall be conducted in accordance with Sections 312.10.1,
2108 312.10.2, and 312.10.3."
2109 (5) IPC, Section 1303.15.6, is deleted and replaced with the following:
2110 "1303.15.6 Inspection and testing of backflow prevention assemblies.
2111 Testing of a backflow prevention assembly shall be conducted in accordance with Sections
2112 312.10.1, 312.10.2, and 312.10.3."
2113 (6) IPC, Section 1304.4.2, is deleted and replaced with the following:
2114 "1304.4.2 Inspection and testing of backflow prevention assemblies.
2115 Testing of a backflow preventer or backwater valve shall be conducted in accordance with
2116 Sections 312.10.1, 312.10.2, and 312.10.3."
2117 Section 30. Section 15A-3-314 is amended to read:
2118 15A-3-314. Amendments to Chapter 14 of IPC.
2119 [
2120 [
| 2121 | "Standard reference number | Title | Referenced in code section number |
| 2122 | 1072-2007 | Performance Requirements for Barrier Type Floor Drain Trap Seal Protection Devices | 1004.2" |
2124 [
| 2125 | "Standard reference number | Title | Referenced in code section number |
| 2126 | USC-FCCCHR 10th Edition Manual of Cross Connection Control | Foundation for Cross-Connection Control and Hydraulic Research University of Southern California Kaprielian Hall 300 Los Angeles CA 90089-2531 | Table 608.1" |
2128 "1401. Subsurface Landscape Irrigation Systems.
2129 Gray water recycling systems utilized for subsurface irrigation for single-family residences
2130 shall comply with the requirements of UAC R317-401, Gray Water Systems. Gray water
2131 recycling systems utilized for subsurface irrigation for other occupancies shall comply with
2132 UAC R317-3, Design Requirements for Wastewater Collection, Treatment, and Disposal, and
2133 UAC R317-4, Onsite Waterwaste Systems."
2134 Section 31. Section 15A-3-315 is enacted to read:
2135 15A-3-315. Amendments to Chapter 15 of IPC.
2136 In IPC, Chapter 15, the following referenced standard is added:
| 2137 | "Standard reference number | Title | Referenced in code section number |
| 2138 | USC-FCCCHR 10th Edition Manual of Cross Connection Control | Foundation for Cross-Connection Control and Hydraulic Research University of Southern California Kaprielian Hall 300 Los Angeles CA 90089-2531 | Table 608.1" |
2139 Section 32. Section 15A-3-401 is amended to read:
2140 15A-3-401. General provisions.
2141 The following are adopted as amendments to the IMC to be applicable statewide:
2142 [
2143
2144
2145
2146 [
2147 [
2148 [
2149 [
2150
2151
2152
2153 [
2154
2155
2156 [
2157 [
2158
2159
2160
2161 [
2162
2163 [
2164 [
2165
2166 [
2167
2168 [
2169
2170
2171
2172
2173 [
2174
2175
2176
2177
2178 [
2179 following: "[
2180 by rule by the Labor Commission, boilers and pressure vessels in Utah are regulated by the
2181 Utah Labor Commission, Division of Boiler, Elevator and Coal Mine Safety, except those
2182 located in private residences or in apartment houses of less than five family units. Boilers shall
2183 be installed in accordance with their listing and labeling, with minimum clearances as
2184 prescribed by the manufacturer's installation instructions and the state boiler code, whichever is
2185 greater."
2186 [
2187 "boilers".
2188 [
2189 (4) In IMC, Section 1209.3, the following words are added at the end of the section:
2190 "or other methods approved for the application."
2191 Section 33. Section 15A-3-501 is amended to read:
2192 15A-3-501. General provisions.
2193 The following are adopted as an amendment to the IFGC to be applicable statewide:
2194 (1) In IFGC, Section 404.9, a new Section 404.9.1, is added as follows: "404.9.1 Meter
2195 protection. Fuel gas services shall be in an approved location and/or provided with structures
2196 designed to protect the fuel gas meter and surrounding piping from physical damage, including
2197 falling, moving, or migrating ice and snow. If an added structure is used, it must still provide
2198 access for service and comply with the IBC or the IRC."
2199 (2) IFGC, Section 409.5.3, is deleted.
2200 (3) In IFGC, Section 631.2, the following sentence is inserted before the first sentence:
2201 "[
2202 the Labor Commission, boilers and pressure vessels in Utah are regulated by the Utah Labor
2203 Commission, Division of Boiler, Elevator and Coal Mine Safety, except those located in
2204 private residences or in apartment houses of less than five family units. Boilers shall be
2205 installed in accordance with their listing and labeling, with minimum clearances as prescribed
2206 by the manufacturer's installation instructions and the state boiler code, whichever is greater."
2207 Section 34. Section 15A-3-601 is amended to read:
2208 15A-3-601. General provision.
2209 The following are adopted as amendments to the NEC to be applicable statewide:
2210 (1) The IRC provisions are adopted as the residential electrical standards applicable to
2211 installations applicable under the IRC. All other installations shall comply with the adopted
2212 NEC.
2213 [
2214
2215
2216 (2) NEC, Section 240.87(B), is modified to add the following as an additional
2217 approved equivalent means:
2218 "6. An instantaneous trip function set at or below the available fault current."
2219 Section 35. Section 15A-3-701 is amended to read:
2220 15A-3-701. General provisions.
2221 The following is adopted as an amendment to the IECC to be applicable statewide:
2222 [
2223
2224
2225
2226 [
2227 [
2228 [
2229 [
2230
2231
2232 (1) In IECC, Section C403.2.9.1.3, the words "by the designer" are deleted.
2233 [
2234 deleted and replaced with the following: "Construction documents include all documentation
2235 required to be submitted in order to issue a building permit."
2236 [
2237
2238
2239
2240 [
2241 [
2242 [
2243 [
2244 (4) In IECC, Section R401.2, a new number 4 is added as follows:
2245 "4. Compliance may be shown by demonstrating a result of "3 percent better than code" using
2246 the RESCheck "2012 Utah Energy Conservation Code.""
2247 [
2248
2249 column entitled MASS WALL R-VALUE, a new footnote j is added as follows:
2250 [
| 2251 | "TABLE R402.1.1 | ||||||||||
| 2252 | INSULATION AND FENESTRATION REQUIREMENTS BY COMPONENTa | ||||||||||
| 2253 | CLIMATE ZONE | FENESTRATION U-FACTOR b | SKYLIGHT b U-FACTOR | GLAZED FENESTRATION SHGC b,e | CEILING R-VALUE | WOOD FRAME WALL R-VALUE | MASS WALL R-VALUE I, j | FLOOR R-VALUE | BASEMENT c WALL R-VALUE | SLAB d R-VALUE & DEPTH | CRAWL SPACE c WALL R-VALUE |
| 2254 | 3 | 0.65 | 0.65 | 0.40 | 30 | 15 | 5 | 19 | 0 | 0 | 5/13 |
| 2255 | 5 and Marine 4 | 0.35 | 0.60 | NR | 38 | 19 or 13 + 5h | 13 | 30 g | 10/13 | 10, 2 ft | 10/13 |
| 2256 | 6 | 0.35 | 0.60 | NR | 49 | 19 or 13 + 5h | 15 | 30 g | 10/13 | 10, 4 ft | 10/13 |
| 2257 | j. Log walls complying with ICC400 and with a minimum average wall thickness of 5" or greater shall be permitted in Zones 5-8 when overall window glazing is .31 U-factor or lower, minimum heating equipment efficiency is 90 AFUE (gas) or 84 AFUE (oil), and all other component requirements are met. | ||||||||||
| 2258 | TABLE R402.1.3 EQUIVALENT U-FACTORSa | ||||||||
| 2259 | CLIMATE ZONE | FENESTRATION U-FACTOR | SKYLIGHT U-FACTOR | CEILING U-FACTOR | FRAME WALL U-FACTOR | MASS WALL U-FACTOR b | FLOOR U-FACTOR | BASEMENT WALL U-FACTOR | CRAWL SPACE WALL U-FACTOR |
| 2260 | 3 | 0.65 | 0.65 | 0.035 | 0.082 | 0.141 | 0.047 | 0.360 | 0.136 |
| 2261 | 5 and Marine 4 | 0.35 | 0.60 | 0.030 | 0.060 | 0.082 | 0.033 | 0.059 | 0.065 |
| 2262 | 6 | 0.35 | 0.60 | 0.026 | 0.060 | 0.060 | 0.033 | 0.059 | 0.065 |
2264 or greater shall be permitted in Zones 5 through 8 when overall window glazing has a .31
2265 U-factor or lower, minimum heating equipment efficiency is, for gas, 90 AFUE, or, for oil, 84
2266 AFUE, and all other component requirements are met."
2267 [
2268 [
2269 [
2270 [
2271 [
2272 and replaced with the word "or".
2273 [
2274 the following: "Where allowed by the [
2275 compliance to components criteria for items which may not be inspected during regularly
2276 scheduled inspections."
2277 [
2278 (a) In the first sentence, the words "in Climate Zones 1 and 2, and [
2279 per hour in [
2280 (b) In the third sentence, the [
2281 word "third" [
2282 (c) The following sentence is inserted after the third sentence: "The following parties
2283 shall be approved to conduct testing: Parties certified by BPI or RESNET, or licensed
2284 contractors who have completed training provided by Blower Door Test equipment
2285 manufacturers or other comparable training."
2286 [
2287 [
2288
2289 [
2290
2291
2292
2293 [
2294
2295
2296
2297
2298
2299 [
2300 leakage testing is deleted and replaced with the following: "Exception: The total leakage test is
2301 not required for systems with all air handlers and at least [
2302 length) located entirely within the building thermal envelope."
2303 (10) In IECC, Section R403.3.3, the following is added after the exception:
2304 "The following parties shall be approved to conduct testing:
2305 1. Parties certified by BPI or RESNET.
2306 2. Licensed contractors who have completed training provided by Duct Test equipment
2307 manufacturers or other comparable training."
2308 (11) In IECC, Section R403.3.4, in Subsection 1, the number 4 is changed to 6, the
2309 number 113.3 is changed to 170, the number 3 is changed to 5, and the number 85 is changed
2310 to 114.6, and in Subsection 2, the number 4 is changed to 8 and the number 113.3 is changed to
2311 226.5.
2312 [
2313 [
2314
2315 [
2316 [
2317
2318 [
2319
2320 [
2321
2322 [
2323
2324 [
2325 [
2326 [
2327 [
2328
2329 [
2330 [
2331 [
2332
2333 [
2334 [
2335 [
2336
2337 [
2338 [
2339 [
2340 [
2341
2342
2343 [
2344
2345 [
2346
2347
2348
2349
2350 (13) In IECC, Section R403.5.3, Subsection 5 is deleted and Subsections 6 and 7 are
2351 renumbered.
2352 (14) In IECC, Section R406.2, the last sentence and exception are deleted.
2353 (15) In IECC, Section R406.4, the table is deleted and replaced with the following:
2354
2355
| 2356 | CLIMATE ZONE | ENERGY RATING INDEX |
| 2357 | 3 | 65 |
| 2358 | 5 | 69 |
| 2359 | 6 | 68 |
2361
2362 15A-3-801. General provisions.
2363 [
2364
2365 [
2366 [
2367
2368
2369
2370
2371
2372
2373
2374
2375 [
2376
2377
2378
2379
2380
2381
2382
2383
2384
2385
2386 [
2387 [
2388
2389
2390
2391
2392
2393
2394
2395
2396
2397 [
2398
2399
2400
2401
2402
2403 [
2404 [
2405
2406
2407
2408
2409
2410
2411
2412 [
2413
2414
2415
2416
2417 [
2418 [
2419
2420
2421
2422 [
2423
2424
2425
2426 [
2427
2428
2429
2430
2431 [
2432
2433
2434
2435 [
2436
2437
2438
2439 [
2440 [
2441
2442
2443
2444 [
2445
2446
2447
2448
2449
2450 [
2451 [
2452
2453
2454 [
2455
2456
2457 [
2458
2459
2460 [
2461
2462
2463
2464
2465
2466 [
2467
2468 The following are adopted as amendments to the IEBC and are applicable statewide:
2469 (1) In Section 202, the following definition is added: "BUILDING OFFICIAL. See
2470 Code Official."
2471 (2) In Section 202, the definition for "code official" is deleted and replaced with the
2472 following:
2473 "CODE OFFICIAL. The officer or other designated authority having jurisdiction (AHJ)
2474 charged with the administration and enforcement of this code."
2475 (3) In Section 202, the definition for existing buildings is deleted and replaced with the
2476 following:
2477 "EXISTING BUILDING. A building that is not a dangerous building and that was either
2478 lawfully erected under a prior adopted code, or deemed a legal non-conforming building by the
2479 code official."
2480 (4) In Section 301.1, the exception is deleted.
2481 (5) Section 403.5 is deleted and replaced with the following:
2482 "403.5 Bracing for unreinforced masonry parapets and other appendages upon reroofing.
2483 Where the intended alteration requires a permit for reroofing and involves removal of roofing
2484 materials from more than 25 percent of the roof area of a building assigned to Seismic Design
2485 Category D, E, or F that has parapets constructed of unreinforced masonry or appendages such
2486 as cornices, spires, towers, tanks, signs, statuary, etc., the work shall include installation of
2487 bracing to resist out-of-plane seismic forces, unless an evaluation demonstrates compliance of
2488 such items. For purposes of this section, design seismic forces need not be taken greater than
2489 75 percent of those that would be required for the design of similar nonstructural components
2490 in new buildings of similar purpose and location."
2491 (6) In Section 705.1, Exception number 3, the following is added at the end of the
2492 exception:
2493 "This exception does not apply if the existing facility is undergoing a change of occupancy
2494 classification."
2495 (7) Section 707.3.1 is deleted and replaced with the following:
2496 "707.3.1 Bracing for unreinforced masonry bearing wall parapets and other appendages.
2497 Where a permit is issued for reroofing more than 25 percent of the roof area of a building
2498 assigned to Seismic Design Category D, E, or F that has parapets constructed of unreinforced
2499 masonry or appendages such as cornices, spires, towers, tanks, signs, statuary, etc., the work
2500 shall include installation of bracing to resist the reduced International Building Code level
2501 seismic forces as specified in Section 301.1.4.2 of this code unless an evaluation demonstrates
2502 compliance of such items."
2503 (8) (a) Section 1007.3.1 is deleted and replaced with the following:
2504 "1007.3.1 Compliance with the International Building Code Level Seismic Forces.
2505 When a building or portion thereof is subject to a change of occupancy such that a change in
2506 the nature of the occupancy results in a higher risk category based on Table 1604.5 of the
2507 International Building Code or when such change of occupancy results in a design occupant
2508 load increase of 100% or more, the building shall conform to the seismic requirements of the
2509 International Building Code for the new risk category."
2510 (b) Section 1007.3.1, exceptions 1- 3 remain unchanged.
2511 (c) In Section 1007.3.1, add a new exception 4 as follows:
2512 "4. Where the design occupant load increase is less than 25 occupants and the occupancy
2513 category does not change."
2514 (9) In Section 1012.7.3, exception 2 is deleted.
2515 (10) In Section 1012.8.2, number 7 is added as follows:
2516 "7. When a change of occupancy in a building or portion of a building results in a Group R-2
2517 occupancy, not less than 20 percent of the dwelling or sleeping units shall be Type B dwelling
2518 or sleeping units. These dwelling or sleeping units may be located on any floor of the building
2519 provided with an accessible route. Two percent, but not less than one unit, of the dwelling or
2520 sleeping units shall be Type A dwelling units."
2521 Section 37. Section 15A-3-901 is enacted to read:
2522
2523
2524 15A-3-901. General provisions.
2525 Mobile homes built before June 15, 1976, that are subject to relocation, building
2526 alteration, remodeling, or rehabilitation shall comply with the following:
2527 (1) Related to exits and egress windows:
2528 (a) Egress windows. The home has at least one egress window in each bedroom, or a
2529 window that meets the minimum specifications of the United States Department of Housing
2530 and Urban Development's (HUD) Manufactured Homes Construction and Safety Standards
2531 (MHCSS) program as set forth in 24 C.F.R. Parts 3280 and 3282, MHCSS 3280.106 and
2532 3280.404 for manufactured homes. These standards require the window to be at least 22
2533 inches in the horizontal or vertical position in its least dimension and at least five square feet in
2534 area. The bottom of the window opening shall be no more than 36 inches above the floor, and
2535 the locks and latches and any window screen or storm window devices that need to be operated
2536 to permit exiting shall not be located more than 54 inches above the finished floor.
2537 (b) Exits. The home is required to have two exterior exit doors, located remotely from
2538 each other, as required in MHCSS 3280.105. This standard requires that a single-section home
2539 have the doors no less than 12 feet, center-to-center, from each other, and a multisection home
2540 have the doors no less than 20 feet, center-to-center, from each other, when measured in a
2541 straight line, regardless of the length of the path of travel between the doors. One of the
2542 required exit doors must be accessible from the doorway of each bedroom and no more than 35
2543 feet away from any bedroom doorway. An exterior swing door shall have a 28-inch-wide by
2544 74-inch-high clear opening and sliding glass doors shall have a 28-inch-wide by 72-inch-high
2545 clear opening. Each exterior door other than screen/storm doors shall have a key-operated lock
2546 that has a passage latch; locks shall not require the use of a key or special tool for operation
2547 from the inside of the home.
2548 (2) Related to flame spread:
2549 (a) Walls, ceilings, and doors. Walls and ceilings adjacent to or enclosing a furnace or
2550 water heater shall have an interior finish with a flame-spread rating not exceeding 25. Sealants
2551 and other trim materials two inches or less in width used to finish adjacent surfaces within
2552 these spaces are exempt from this provision, provided all joints are supported by framing
2553 members or materials with a flame spread rating of 25 or less. Combustible doors providing
2554 interior or exterior access to furnace and water heater spaces shall be covered with materials of
2555 limited combustibility (i.e., 5/16-inch gypsum board, etc.), with the surface allowed to be
2556 interrupted for louvers ventilating the space. However, the louvers shall not be of materials of
2557 greater combustibility than the door itself (i.e., plastic louvers on a wooden door). Reference
2558 MHCSS 3280.203.
2559 (b) Exposed interior finishes. Exposed interior finishes adjacent to the cooking range
2560 (surfaces include vertical surfaces between the range top and overhead cabinets, the ceiling, or
2561 both) shall have a flame-spread rating not exceeding 50, as required by MHCSS 3280.203.
2562 Backsplashes not exceeding six inches in height are exempted. Ranges shall have a vertical
2563 clearance above the cooking top of not less than 24 inches to the bottom of combustible
2564 cabinets, as required by MHCSS 3280.204(e).
2565 (3) Related to smoke detectors:
2566 (a) Location. A smoke detector shall be installed on any ceiling or wall in the hallway
2567 or space communicating with each bedroom area between the living area and the first bedroom
2568 door, unless a door separates the living area from that bedroom area, in which case the detector
2569 shall be installed on the living-area side, as close to the door as practicable, as required by
2570 MHCSS 3280.208. Homes with bedroom areas separated by any one or combination of
2571 common-use areas such as a kitchen, dining room, living room, or family room (but not a
2572 bathroom or utility room) shall be required to have one detector for each bedroom area. When
2573 located in the hallways, the detector shall be between the return air intake and the living areas.
2574 (b) Switches and electrical connections. Smoke detectors shall have no switches in the
2575 circuit to the detector between the over-current protection device protecting the branch circuit
2576 and the detector. The detector shall be attached to an electrical outlet box and connected by a
2577 permanent wiring method to a general electrical circuit. The detector shall not be placed on the
2578 same branch circuit or any circuit protected by a ground-fault circuit interrupter.
2579 (4) Related to solid-fuel-burning stoves/fireplaces:
2580 (a) Solid-fuel-burning fireplaces and fireplace stoves. Solid-fuel-burning, factory-built
2581 fireplaces, and fireplace stoves may be used in manufactured homes, provided that they are
2582 listed for use in manufactured homes and installed according to their listing/manufacturer's
2583 instructions and the minimum requirements of MHCSS 3280.709(g).
2584 (b) Equipment. A solid-fuel-burning fireplace or fireplace stove shall be equipped with
2585 an integral door or shutters designed to close the fire chamber opening and shall include
2586 complete means for venting through the roof, a combustion air inlet, a hearth extension, and
2587 means to securely attach the unit to the manufactured home structure.
2588 (i) Chimney. A listed, factory-built chimney designed to be attached directly to the
2589 fireplace/fireplace stove and equipped with, in accordance with the listing, a termination device
2590 and spark arrester shall be required. The chimney shall extend at least three feet above the part
2591 of the roof through which it passes and at least two feet above the highest elevation of any part
2592 of the manufactured home that is within 10 feet of the chimney.
2593 (ii) Air-intake assembly and combustion-air inlet. An air-intake assembly shall be
2594 installed in accordance with the terms of listings and the manufacturer's instruction. A
2595 combustion-air inlet shall conduct the air directly into the fire chamber and shall be designed to
2596 prevent material from the hearth from dropping on the area beneath the manufactured home.
2597 (iii) Hearth. The hearth extension shall be of noncombustible material that is a
2598 minimum of 3/8-inch thick and shall extend a minimum of 16 inches in front and eight inches
2599 beyond each side of the fireplace/fireplace stove opening. The hearth shall also extend over the
2600 entire surface beneath a fireplace stove and beneath an elevated and overhanging fireplace.
2601 (5) Related to electrical wiring systems:
2602 (a) Testing. All electrical systems shall be tested for continuity in accordance with
2603 MHCSS 3280.810, to ensure that metallic parts are properly bonded; tested for operation, to
2604 demonstrate that all equipment is connected and in working order; and given a polarity check,
2605 to determine that connections are proper.
2606 (b) 5.2 Protection. The electrical system shall be properly protected for the required
2607 amperage load. If the unit wiring employs aluminum conductors, all receptacles and switches
2608 rated at 20 amperes or less that are directly connected to the aluminum conductors shall be
2609 marked CO/ALA. Exterior receptacles, other than heat tape receptacles, shall be of the
2610 ground-fault circuit interrupter (GCI) type. Conductors of dissimilar metals (copper/aluminum
2611 or copper-clad aluminum) must be connected in accordance with NEC, Section 110-14.
2612 (6) Related to replacement furnaces and water heaters:
2613 (a) Listing. Replacement furnaces or water heaters shall be listed for use in a
2614 manufactured home. Vents, roof jacks, and chimneys necessary for the installation shall be
2615 listed for use with the furnace or water heater.
2616 (b) Securement and accessibility. The furnace and water heater shall be secured in
2617 place to avoid displacement. Every furnace and water heater shall be accessible for servicing,
2618 for replacement, or both as required by MHCSS 3280.709(a).
2619 (c) Installation. Furnaces and water heaters shall be installed to provide complete
2620 separation of the combustion system from the interior atmosphere of the manufactured home,
2621 as required by MHCSS.
2622 (i) Separation. The required separation may be achieved by the installation of
2623 direct-vent system (sealed combustion system) furnace or water heater or the installation of
2624 furnace and water heater venting and combustion systems from the interior atmosphere of the
2625 home. There shall be no doors, grills, removable access panels, or other openings into the
2626 enclosure from the inside of the manufactured home. All openings for ducts, piping, wiring,
2627 etc., shall be sealed.
2628 (ii) Water heater. The floor area in the area of the water heater shall be free from
2629 damage from moisture to ensure that the floor will support the weight of the water heater.
2630 Section 38. Section 15A-4-103 is amended to read:
2631 15A-4-103. Amendments to IBC applicable to City of Farmington.
2632 [
2633
2634 [
2635
2636
2637 [
2638 [
2639 [
2640
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2675
2676
2677
2678 Except as otherwise provided in this title, there are no amendments to the IBC that apply only
2679 to the city of Farmington.
2680 Section 39. Section 15A-4-107 is amended to read:
2681 15A-4-107. Amendments to IBC applicable to Sandy City.
2682 The following amendments are adopted as amendments to the IBC for Sandy City:
2683 (1) A new IBC, Section (F)903.2.13, is added as follows: "(F)903.2.13 An automatic
2684 sprinkler system shall be installed in accordance with NFPA 13 throughout buildings
2685 containing all occupancies where fire flow exceeds 2,000 gallons per minute, based on Table
2686 B105.1 of the [
2687 903.3.1.1.1 are allowed.
2688 Exception: Automatic fire sprinklers are not required in buildings used solely for worship,
2689 Group R Division 3, Group U occupancies and buildings complying with the International
2690 Residential Code unless otherwise required by the International Fire Code.
2691 (2) A new IBC, Appendix L, is added and adopted as follows: "Appendix L
2692 BUILDINGS AND STRUCTURES CONSTRUCTED IN AREAS DESIGNATED AS
2693 WILDLAND-URBAN INTERFACE AREAS
2694 AL 101.1 General. Buildings and structures constructed in areas designated as Wildland-Urban
2695 Interface Areas by Sandy City shall be constructed using ignition resistant construction as
2696 determined by the Fire Marshal. Section 502 of the 2006 International Wildland-Urban
2697 Interface Code (IWUIC), as promulgated by the International Code Council, shall be used to
2698 determine Fire Hazard Severity. The provisions listed in Chapter 5 of the 2006 International
2699 Wildland-Urban Interface Code, as modified herein, shall be used to determine the
2700 requirements for Ignition Resistant Construction.
2701 (i) In Section 504 of the IWUIC Class I IGNITION-RESISTANT CONSTRUCTION a new
2702 Section 504.1.1 is added as follows: "504.1.1 General. Subsections 504.5, 504.6, and 504.7
2703 shall only be required on the exposure side of the structure, as determined by the Fire Marshal,
2704 where defensible space is less than 50 feet as defined in Section 603 of the 2006 International
2705 Wildland-Urban Interface Code.
2706 (ii) In Section 505 of the IWUIC Class 2 IGNITION-RESISTANT CONSTRUCTION
2707 Subsections 505.5 and 505.7 are deleted."
2708 Section 40. Section 15A-4-203 is amended to read:
2709 15A-4-203. Amendments to IRC applicable to City of Farmington.
2710 [
2711
2712 [
2713
2714
2715
2716 [
2717 [
2718 [
2719
2720 [
2721
2722
2723
2724 [
2725
2726
2727 [
2728
2729 [
| 2730 | "TABLE | ||
| 2731 | ADD | ||
| 2732 | 13D-07 | Installation of Sprinkler Systems in One- and Two-family Dwellings and Manufactured Homes, as amended by these rules | |
| 2733 | 13R-07 | Installation of Sprinkler Systems in Residential Occupancies Up to and Including Four Stories in Height" |
2735
2736
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2738 [
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2772 [
2773
2774
2775 [
2776
2777 Except as otherwise provided in this title, there are no amendments to the IRC that apply only
2778 to the city of Farmington.
2779 Section 41. Section 15A-6-101 is enacted to read:
2780
2781
2782 15A-6-101. Title.
2783 This chapter is known as "Additional Construction Requirements."
2784 This part is known as "Nitrogen Oxide Emission Limits for Natural Gas-Fired Water
2785 Heaters."
2786 Section 42. Section 15A-6-102 is enacted to read:
2787 15A-6-102. Nitrogen Oxide emission limits for natural gas-fired water heaters.
2788 (1) As used in this section:
2789 (a) "BTU" means British Thermal Unit.
2790 (b) (i) "Heat input" means the heat of combustion released by fuel burned in a water
2791 heater based on the heating value of the fuel.
2792 (ii) "Heat input" does not include the enthalpy of a water heater's incoming combustion
2793 air.
2794 (c) "Heat output" means the enthalpy of a water heater's working fluid output.
2795 (d) "Natural gas-fired water heater" means a device that heats water:
2796 (i) using natural gas combustion;
2797 (ii) for use external to the device at a pressure that is less than or equal to 160 pounds
2798 per square inch gage; and
2799 (iii) to a thermostatically controlled temperature less than or equal to:
2800 (A) 210 degrees Fahrenheit; or
2801 (B) 99 degrees Celsius.
2802 (e) "ppm" means parts of Nitrogen Oxide per million parts of water heater air output.
2803 (f) "Recreational vehicle" means the same as that term is defined in Section 13-14-102.
2804 (2) Subject to Subsection (6), a person may not sell or install a natural gas-fired water
2805 heater with an emission rate greater than the following limits:
2806 (a) for a water heater that has a heat input of 75,000 BTU per hour that is not installed
2807 in a mobile home, a limit of:
2808 (i) 10 nanograms per Joule of heat output; or
2809 (ii) 15 ppm, tested at 3% oxygen;
2810 (b) for a water heater that has a heat input of greater than 75,000 BTU per hour and less
2811 than 2,000,000 BTU per hour, a limit of:
2812 (i) 10 nanograms per Joule of heat output; or
2813 (ii) 20 ppm, tested at 3% oxygen;
2814 (c) for a water heater installed in a mobile home, a limit of:
2815 (i) 40 nanograms per Joule of heat output; or
2816 (ii) 20 ppm, tested at 3% oxygen;
2817 (d) for a pool or spa water heater with a heat input that is less than or equal to 400,000
2818 BTU per hour, a limit of:
2819 (i) 40 nanograms per Joule of heat output; or
2820 (ii) 55 ppm, tested at 30% oxygen; and
2821 (e) for a pool or spa water heater with a heat input of greater than 400,000 BTU per
2822 hour and less than 2,000,000 BTU per hour, a limit of:
2823 (i) 14 nanograms per Joule of heat output; or
2824 (ii) 55 ppm, tested at 30% oxygen.
2825 (3) A water heater manufacturer shall use California South Coast Air Quality
2826 Management District Method 100.1 to calculate the emissions rate of a water heater subject to
2827 this section.
2828 (4) A water heater manufacturer shall display on a water heater subject to this section,
2829 as a permanent label, the model number and the nitrogen oxide emission rate of the water
2830 heater.
2831 (5) The requirements of this section do not apply to:
2832 (a) a water heater using a fuel other than natural gas;
2833 (b) a water heater used in a recreational vehicle;
2834 (c) a water heater manufactured in the state for sale and shipment outside of the state;
2835 or
2836 (d) a water heater manufactured before November 1, 2017.
2837 (6) Subsection (2) applies to the sale or installation of a water heater:
2838 (a) in Box Elder, Cache, Davis, Duchesne, Salt Lake, Tooele, Uintah, Utah,
2839 Washington, or Weber County, on or after January 1, 2018; and
2840 (b) in a county not described in Subsection (6)(a), on or after January 1, 2019.
2841 Section 43. Section 58-11a-502 is amended to read:
2842 58-11a-502. Unlawful conduct.
2843 Unlawful conduct includes:
2844 (1) practicing or engaging in, or attempting to practice or engage in activity for which a
2845 license is required under this chapter unless:
2846 (a) the person holds the appropriate license under this chapter; or
2847 (b) an exemption in Section 58-1-307 or 58-11a-304 applies;
2848 (2) knowingly employing any other person to engage in or practice or attempt to
2849 engage in or practice any occupation or profession licensed under this chapter if the employee
2850 is not licensed to do so under this chapter or exempt from licensure;
2851 (3) touching, or applying an instrument or device to the following areas of a client's
2852 body:
2853 (a) the genitals or the anus, except in cases where the patron states to a licensee that the
2854 patron requests a hair removal procedure and signs a written consent form, which must also
2855 include the witnessed signature of a legal guardian if the patron is a minor, authorizing the
2856 licensee to perform a hair removal procedure; or
2857 (b) the breast of a female patron, except in cases in which the female patron states to a
2858 licensee that the patron requests breast skin procedures and signs a written consent form, which
2859 must also include the witnessed signature of a parent or legal guardian if the patron is a minor,
2860 authorizing the licensee to perform breast skin procedures;
2861 (4) using or possessing a solution composed of at least 10% methyl methacrylete on a
2862 client;
2863 (5) performing an ablative procedure as defined in Section 58-67-102;
2864 (6) when acting as an instructor regarding a service requiring licensure under this
2865 chapter, for a class or education program where attendees are not licensed under this chapter,
2866 failing to inform each attendee in writing that:
2867 (a) taking the class or program without completing the requirements for licensure under
2868 this chapter is insufficient to certify or qualify the attendee to perform a service for
2869 compensation that requires licensure under this chapter; and
2870 (b) the attendee is required to obtain licensure under this chapter before performing the
2871 service for compensation; or
2872 (7) failing as a salon or school where nail technology is practiced or taught to maintain
2873 a source capture system required under [
2874 Fire Codes Act, including failing to maintain and clean a source capture system's air filter
2875 according to the manufacturer's instructions.
2876 Section 44. Repealer.
2877 This bill repeals:
2878 Section 15A-3-106.5, Amendments to Chapter 15 of IBC.
Legislative Review Note
Office of Legislative Research and General Counsel