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Ada County Unincorporated
City Zoning Code

TITLE 7

BUILDING REGULATIONS

CHAPTER 6 ADA COUNTY SOLID FUEL HEATING APPLIANCE ORDINANCE

(Rep. by Ord. 254, 11-3-1992)

7-1-1: ESTABLISHED:

   A.   The Board of County Commissioners hereby establishes the Building Board of Appeals, to hear and decide appeals of orders, decisions or determinations made by the Ada County building official.
   B.   Members of the Building Board of Appeals shall serve without salary or wage. (Ord. 869, 7-25-2017)

7-1-2: MEMBERSHIP:

   A.   The Building Board of Appeals shall consist of five (5) members appointed by the Board of County Commissioners for a term of four (4) years.
   B.   The Board of County Commissioners shall appoint two (2) alternate members who shall be called upon by the Building Board of Appeals Chairperson to hear appeals during the absence of or disqualification of a member. Alternate members shall possess the qualifications required for Building Board of Appeals membership and shall be appointed for a term of four (4) years.
   C.   The qualifications of members shall be as follows:
      1.   Three (3) of the members shall be registered design professionals with civil engineering, structural engineering, mechanical engineering, geotechnical engineering or architectural experience; provided, however, that no more than two (2) members will be chosen from the same profession.
      2.   One member shall be a general contractor with at least ten (10) years' experience, five (5) of which shall have been in responsible charge of work.
      3.   One member of the Building Board of Appeals shall have one of the following qualifications: studying for a degree in construction management plus two (2) years practical construction experience; passed the Fundamentals of Engineering (FE) examination in civil or mechanical engineering plus two (2) years practical civil, structural, geotechnical, or mechanical engineering experience; or possess an Architectural Associate (AA) degree plus two (2) years practical architectural experience.
   D.   All subsequent vacancies will be filled by appointments for the remainder of the terms.
   E.   A member must reside in Ada County during the entire term.
   F.   Members shall relinquish all voting rights upon the expiration of their terms unless reappointed by the Board.
   G.   The building official shall be a nonvoting, ex officio member and act as Secretary of the Building Board of Appeals. (Ord. 869, 7-25-2017)

7-1-3: CONTINUATION OF EXISTING MEMBERSHIP:

   A.   The membership of the Building Board of Appeals shall continue to be those members in office immediately preceding the enactment of this chapter. The terms of such members shall continue until their previously designated time. The enactment of this chapter shall have no effect on the business or membership of the Building Board of Appeals. (Ord. 869, 7-25-2017)

7-1-4: DISQUALIFICATION:

   A.   Members may be recommended for removal to the Board of County Commissioners by a majority vote of the Building Board of Appeals. Cause may include, but is not limited to:
      1.   Excessive conflicts of interest or continued conflicts of interest which interfere with the member's ability to perform his duties as interpreted by the Board of County Commissioners.
      2.   False or misrepresenting statements by a member at the time of application and appointment.
   B.   In the event that a member of the Building Board of Appeals does not attend three (3) consecutive meetings, that person must submit an explanation of the absences to both the Building Board of Appeals and the Board of County Commissioners. The Building Board of Appeals or the Board of County Commissioners, upon examination of the explanation, may require the immediate resignation of that member for a high or inexcusable absentee rate. (Ord. 869, 7-25-2017)

7-1-5: PROCEDURES:

   A.   Application For Appeal: Appeals of an order, decision or determination made by the Ada County building official shall be filed with the Director of the Ada County Development Services Department within fifteen (15) days after the date of the order, decision or determination of the Ada County building official, or it shall not be accepted. An application and fees, shall be submitted to the Director on forms provided by the Ada County Development Services Department.
   B.   Hearings: Hearings before the Building Board of Appeals shall be public and shall be conducted in accordance with the requirements set forth in title 1, chapter 14 of this Code.
   C.   Findings: The Building Board of Appeals shall make findings of fact and conclusions of law in writing, stating the decision and the reasons for the decision. The Building Board of Appeals shall sign and render all decisions and findings in writing to the appropriate enforcement official and agency, the appellant, and the building official within fifteen (15) days of the hearing.
   D.   Rules Of Order: The Building Board of Appeals shall adopt rules of order that are consistent with the laws of the State of Idaho and this Code. The Building Board of Appeals shall file its rules with the Ada County Recorder and the Board of County Commissioners.
   E.   Minutes: The Building Board of Appeals shall keep minutes of its proceedings and keep a record of its examinations, findings, decisions and all other official actions.
   F.   Quorum: A simple majority of the voting members shall be necessary to constitute a quorum. The concurring vote of a majority of a quorum present shall be necessary in order to make a decision on any issue before the Building Board of Appeals. (Ord. 869, 7-25-2017)

7-2-1: SHORT TITLE AND PURPOSE:

This chapter shall be known and cited as the ADA COUNTY BUILDING CODE ORDINANCE. The purpose of this chapter is to provide minimum standards and requirements to safeguard life or limb, health, property and public welfare, by regulating and controlling, grading, quality and installation of materials, use, occupancy and maintenance of all buildings, manufactured homes and structures in the unincorporated areas of Ada County. (Ord. 396, 9-27-2000, eff. 10-16-2000)

7-2-2: EXCEPTIONS TO REGULATIONS:

This chapter does not apply to agricultural buildings as defined in section 8-1A-1 of this Code. Such agricultural buildings shall not be a place of human habitation or a place of employment where agricultural products are processed, treated, packaged, sold, or a place used by the public. (Ord. 498, 3-25-2003)

7-2-3: ADOPTION OF CODES:

   A.   The following codes, except as herein amended, are hereby adopted and incorporated by reference as if fully set forth herein, and shall apply in the unincorporated areas of Ada County. This chapter shall include rules and regulations governing all grading and building activity, including: erection, construction, enlargement, alterations, repair, moving, removal, conversion, demolition, occupancy, equipment, use, height, area and maintenance of buildings or structures, and installation requirements for manufactured homes. It shall be unlawful to engage in any grading or building activity without complying with the rules and regulations as contained in this chapter and the codes adopted herein. The following codes and portions thereof are on file in the Office of the Clerk of the Board of County Commissioners, in accordance with Idaho Code, section 31-715:
   International Building Code, 2018 edition. Published by the International Code Council, Inc., and in addition the following appendices: appendix I Patio Covers and appendix J Grading.
   International Existing Building Code, 2018 edition. Published by the International Code Council, Inc.
   International Residential Code, 2018 edition. Published by the International Code Council, Inc., parts I, II, III, IV, V, VI and IX and the following appendices: appendix H Patio Covers.
   International Mechanical Code, 2018 edition. Published by the International Code Council, Inc., and in addition the following appendices: appendix A Combustion Air Openings and Chimney Connector Pass-Throughs.
   International Fuel Gas Code, 2018 edition. Published by the International Code Council, Inc. and the following appendices: appendix A Sizing and Capacities of Gas Piping; appendix B Sizing of Venting Systems Serving Appliances Equipped with Draft Hoods, Category I Appliances and Appliances Listed for Use with Type B Vents; appendix C Exit Terminals of Mechanical Draft and Direct-Vent Venting Systems; and appendix D Recommended Procedure for Safety Inspection of an Existing Appliance Installation.
   International Energy Conservation Code, 2018 edition. Published by the International Code Council, Inc.
   International Wildland-Urban Interface Code, 2018 edition. Published by the International Code Council, Inc., and the following appendices: appendix A General Requirements, appendix B Vegetation Management Plan, and appendix C Fire Hazard Severity Form.
   International Swimming Pool and Spa Code, 2018 edition. Published by the International Code Council, Inc.
   B.   Whenever in this title reference is made to title 8 or any other title of this Code, such cross reference is for the coordination of this title with such other ordinances, but to any extent such other ordinances have not yet been adopted, such reference shall be ignored. (Ord. 498, 3-25-2003; amd. Ord. 560, 8-24-2004; amd. Ord. 592, 8-2-2005; amd. Ord. 678, 11-13-2007; amd. Ord. 725, 5-5-2009; amd. Ord. 781, 5-17-2011; amd. Ord. 817, 1-7-2014; amd. Ord. 836, 1-6-2015; amd. Ord. 879, 2-13-2018; amd. Ord. 919, 2-16-2021)

7-2-4: ADA COUNTY AMENDMENTS TO THE 2018 INTERNATIONAL BUILDING CODE:

The International Building Code, 2018 edition, as adopted, is hereby amended as follows:
   A.   Chapter 1 "Scope and Administration" is amended as follows:
   101.1 Title. Replace bracketed "[]" text with the following: "Ada County."
   101.4.3 Plumbing. Delete section.
   101.4.4 Property maintenance. Delete section.
   101.4.5 Fire prevention. Delete section.
   102.6 Existing Structures. Amend subsection paragraph as follows:
      The legal occupancy of any structure existing on the date of adoption of this code shall be permitted to continue without change, except as otherwise specifically provided in this code, or the International Existing Building Code.
   102.6.2 Buildings previously occupied. Amend subsection paragraph as follows:
      The legal occupancy of any building existing on the date of adoption of this code shall be permitted to continue without change, except as otherwise specifically provided in this code, or as is deemed necessary by the building official for the general safety and welfare of the occupants and the public.
   103.3 Deputies. Delete the last sentence.
   104.8 Liability. Delete section.
   105.1 Required. Amend subsection as follows:
      Any owner or owner's authorized agent who intends to construct, enlarge, alter, repair, move, demolish, or change the occupancy of a building or structure, or to erect, install, enlarge, alter, repair, remove, convert or replace any gas or mechanical system, the installation of which is regulated by this code, or to cause any such work to be done, shall first make application to the building official and obtain the required permit.
      An Ada County building division permit is issued to the owner of the property and remains tied to the specific property even as the ownership may change. The applicant for any Ada County building division permit is, by definition, a representative of the property owner and as such may not have individual control or ownership of that permit.
   105.1.1 Annual permit. Amend subsection as follows:
      Instead of an individual permit for each alteration to an already approved gas or mechanical installation, the building official is authorized to issue an annual permit upon application therefor to any person, firm or corporation regularly employing one or more qualified tradespersons in the building, structure or on the premises owned or operated by the applicant for the permit.
   105.2 Work exempt from permit. Amend the "Building" exemptions and delete the "Electrical" and "Plumbing" paragraphs as follows:
      Building:
      1. One-story detached accessory structures used as tool and storage sheds, playhouses and similar uses, provided the floor area is not greater than 200 square feet (18.58 m2) or 12 feet (3658 mm) in total height above adjacent grade.
      2. Fences not over 6 feet (1829 mm) high.
      3. Oil derricks
      4. Retaining walls that are not over 4 feet (1219 mm) in height measured from the bottom of the footing to the top of the wall, unless supporting a surcharge or impounding Class I, II or IIIA liquids.
      5. Water tanks supported directly on grade if the capacity is not greater than 5,000 gallons (18,925 L) and the ratio of height to diameter or width is not greater than 2:1.
      6. Sidewalks and driveways not more than 30 inches (762 mm) above adjacent grade, and not over any basement or story below and are not part of an accessible route.
      7. Painting, papering, tiling, carpeting, cabinets, counter tops and similar finish work.
      8. Temporary motion picture, television and theater stage sets and scenery.
      9. Prefabricated swimming pools accessory to a Group R-3 occupancy that are less than 24 inches (610 mm) deep, are not greater than 5,000 gallons (18,925 L) and are installed entirely above ground.
      10. Shade cloth structures constructed for nursery or agricultural purposes, not including service systems.
      11. Swings and other playground equipment.
      12. Window awnings in Group R-3 and U occupancies, supported by an exterior wall that do not project more than 54 inches (1372 mm) from the exterior wall and do not require additional support.
      13. Nonfixed and movable fixtures, cases, racks, counters and partitions not over 5 feet 9 inches (1753 mm) in height.
      14. Buildings or structures used to facilitate construction projects. These buildings shall be removed from the property prior to the issuance of any Certificate of Occupancy.
      15. Painted and manufactured wall signs not exceeding thirty two (32) square feet and post or pole mounted signs not exceeding thirty two (32) square feet or exceeding six (6) feet above adjacent grade in height installed in accordance with manufacturers or design professionals instructions.
      Electrical: Delete electrical paragraphs contained in section 105.2.
      Plumbing: Delete plumbing paragraphs contained in section 105.2.
   105.2.2 Repairs. Delete section.
   105.3.2 Time limitation of application. Delete paragraph and replace with the following:
      Applications for which no permit is issued within 180 days following the date of eligibility for permit issuance shall expire by limitation, and plans and other data submitted for review may thereafter be returned to the applicant or destroyed by the building official. The building official may extend the time for action by the applicant for a period not exceeding 180 calendar days on request by the applicant showing that circumstances beyond the control of the applicant have prevented action from being taken. No application shall be extended more than once. In order to renew action on an application after expiration, the applicant shall resubmit plans and pay a new plan review fee.
   105.5 Expiration. Add a second paragraph as follows:
      If work has not been completed, the final inspection performed and the project approved for occupancy or use within three (3) years from the date of such permit being issued, such permit shall expire by limitation and become null and void. Prior to work recommencing after the permit has expired, a new permit shall be obtained. The cost of the new permit, if obtained within one year of the original permit expiration, shall be one half (1/2) of the cost of a new permit for the remaining work required to complete the structure or project.
   107.1 General. Amend subsection as follows:
      Submittal documents consisting of construction documents, statement of special inspections, geotechnical report and other data shall be submitted in one digital set with each permit application. The construction documents shall be prepared by a registered design professional where required by the statutes of the jurisdiction in which the project is to be constructed. Where special conditions exist, the building official is authorized to require additional construction documents to be prepared by a registered design professional.
   108.1 General. Amend subsection as follows:
      The building official is authorized to issue a permit for temporary structures and temporary uses. Such permits shall be limited as to time of service. Service less than thirty (30) days shall not require a permit. Service over thirty (30) days shall require a permit but shall not be permitted for more than 180 days. Permits for temporary structures shall bear fees identical to permanent structures. The building official is authorized to grant extensions for demonstrated cause.
   109.3 Building permit valuations. Delete paragraph and replace with the following:
      The applicant for a permit shall provide an estimated permit value at time of application. Permit valuations shall include total value of work, including materials and labor, for which the permit is being issued, such as electrical, gas, mechanical, plumbing equipment and permanent systems. The building permit valuation upon which the Ada County Building Permit fee is based shall be the project valuation as stated by the Ada County Building Permit applicant or the calculated value using the building division fees as adopted by the Board of Ada County Commissioners, whichever valuation is greatest.
   109.4 Work commencing before permit issuance. Add a second paragraph as follows:
      Such fee shall be an investigative fee equal to the Ada County permit fee for the work accomplished illegally, and shall be paid Ada County prior to the acceptance of an Ada County building permit application. This fee is an additional fee and shall not apply to any fee for any Ada County building permit that may subsequently be issued. Payment of the investigative fee does not vest the illegal work with any legitimacy, nor does it establish any right to an Ada County permit for continued development of that project.
   109.6 Refunds. Delete sentence and replace with the following:
      Eighty percent (80%) of the plan review fee shall be available for refund if no plan review has begun. Eighty percent (80%) of the building permit fee shall be available for refund if no work has begun on the project. All requests for fee refunds must be made to the building official in writing and must be made within thirty (30) days of payment of the fee in question in order to be eligible for a refund.
   110.3.3. Lowest floor elevation. Add a second sentence as follows:
      Development within designated flood hazard areas shall be done in conformance with the Ada County Code, Title 8, Chapter 3, Article F. Specific flood hazard area inspection results and elevation documentation shall be provided to Ada County in conformance with the Ada County Code, Title 8, Chapter 3, Article F.
   111.1 Change in occupancy. Add a second paragraph as follows:
      The certificate of occupancy shall be posted in a conspicuous place and shall not be removed except by the building official.
   Add a new subsection 111.1.1 as follows:
      111.1.1 Certificate of Completion. A Certificate of Completion may be issued in lieu of a Certificate of Occupancy when the scope of work of a permit does not change the occupant load, occupancy group or occupancy use classification of a tenant space, structure or portion of a structure.
   113 Board of Appeals. Delete subsections 113.1, 113.2 and 113.3 and replace with new subsection 113.1 as follows:
      113.1 General. Appeals of orders, decisions or determinations made by the building official shall be heard pursuant to Ada County Code, Title 7, Chapter 1.
   114.4 Violation penalties. Amend the subsection as follows:
      Any person who violates a provision of this code or fails to comply with any of the requirements thereof or who erects, constructs, alters or repairs a building or structure in violation of the approved construction documents or directive of the building official, or of a permit or certificate issued under the provisions of this code, shall be subject to the penalties as prescribed by law in Ada County Code, Title 7, Chapter 2.
   115.3 Unlawful continuance. Amend the section as follows:
      Any person who shall continue any work after having been served with a stop work order, except such work as that person is directed to perform to remove a violation or unsafe condition, shall be subject to the penalties as prescribed by law in Ada County Code, Title 7, Chapter 2.
   B.   Chapter 2 "Definitions" is amended to add a new definition as follows:
   PERMIT APPLICANT. The property owner or the individual that legally represents a property owner seeking permission from Ada County to construct a building or structure on a specific piece of property.
   Chapter 2 "Definitions" is amended to add new definitions for "Mass Timber" and "Noncombustible Protection (for Mass Timber)," and amend the definitions of "Secondary Members," and "Wall, Load-Bearing" as follows:
   MASS TIMBER. Structural elements of Type IV construction primarily of solid, built-up, panelized or engineered wood products that meet minimum cross-section dimensions of Type IV construction.
   NONCOMBUSTIBLE PROTECTION (FOR MASS TIMBER). Noncombustible material, in accordance with Section 703.8, designed to increase the fire-resistance rating and delay the combustion of mass timber.
   SECONDARY STRUCTURAL MEMBERS. The following structural members shall be considered secondary members and not part of the primary structural frame:
      1.   Structural members not having direct connections to the columns.
      2.   Members of the floor construction and roof construction not having direct connections to the columns.
      3.   Bracing members that are not designated as part of a primary structural frame or bearing wall.
   WALL, LOAD-BEARING. Any wall meeting either of the following classifications:
      1.   Any metal or wood stud wall that supports more than 100 pounds per linear foot (1459 N/m) of vertical load in addition to its own weight.
      2.   Any masonry, concrete or mass timber wall that supports more than 200 pounds per linear foot (2919 N/m) of vertical load in addition to its own weight.
   C.   Chapter 3 "Use and Occupancy Classification" is amended as follows:
   305.2.3 Five or fewer children in a dwelling unit. Delete subsection and replace with new subsection 305.2.3 as follows:
      305.2.3 Twelve (12) or fewer children in a dwelling unit. A facility such as the above within a dwelling unit and having twelve (12) or fewer children receiving such day care shall be classified as a Group R-3 occupancy or shall comply with the International Residential Code.
   308.2.4 Five (5) or fewer persons receiving custodial care. Delete section 308.2.4 and replace with the following:
      308.2.4 Five (5) or fewer persons receiving custodial care. A facility with five (5) or fewer persons receiving custodial care shall be classified as a Group R-3 occupancy or comply with the International Residential Code.
   Delete section 308.3.2 and replace with the following:
      308.3.2 Five (5) or fewer persons receiving medical care. A facility with five (5) or fewer persons receiving medical care shall be classified as a group R-3 occupancy.
   308.5.4 Five (5) or fewer persons receiving custodial care. Delete subsection and replace with new subsection 308.5.4 as follows:
      308.5.4 Persons receiving care in a dwelling unit. A facility such as the above within a dwelling unit and having twelve (12) or fewer children receiving day care or having five (5) or fewer persons receiving custodial care shall be classified as a Group R-3 occupancy or shall comply with the International Residential Code.
   310.4 Residential Group R-3. Delete the subsection and add new subsection as follows:
      310.4 Residential Group R-3. Residential Group R-3 occupancies where the occupants are primarily permanent in nature and not classified as Group R-1, R-2, R-4, E or I, including:
      1. Buildings that do not contain more than two (2) dwelling units;
      2. Care facilities that provide accommodations for five (5) or fewer persons receiving personal care, custodial care or medical care;
      3. Congregate living facilities (nontransient) with sixteen (16) or fewer occupants, including boarding houses (nontransient), convents, dormitories, fraternities and sororities and monasteries;
      4. Congregate living facilities (transient) with ten (10) or fewer occupants including boarding houses (transient);
      5. Dwelling units providing day care for twelve (12) or fewer children; or
      6. Lodging houses (transient) with five (5) or fewer guest rooms and ten (10) or fewer occupants.
   310.4.1 Care facilities within a dwelling. Delete paragraph and replace with new paragraph as follows:
      310.4.1 Care facilities within a dwelling. Care facilities for twelve (12) or fewer children receiving day care or for five (5) or fewer persons receiving personal care or custodial care that are within a one or two family dwelling are permitted to comply with the International Residential Code.
   D.   Chapter 4 "Special Detailed Requirements Based on Occupancy and Use," is amended as follows:
   Amend Section 403.3.2 Water supply to required fire pumps as follows:
   403.3.2 Water supply to required fire pumps. In all buildings that are more than 420 feet (128 m) in building height and buildings of Type IVA and IVB construction that are more than 120 feet (36 576 mm) in building height, required fire pumps shall be supplied by connections to not fewer than two water mains located in different streets. Separate supply piping shall be provided between each connection to the water main and the pumps. Each connection and the supply piping between the connection and the pumps shall be sized to supply the flow and pressure required for the pumps to operate.
   Exception: Two connections to the same main shall be permitted provided that the main is valved such that an interruption can be isolated so that the water supply will continue without interruption through not fewer than one of the connections.
   E.   Chapter 5 "General building Heights and Areas" is amended as follows:
   Table 504.3 "Allowable Building Height in Feet Above Grade Plane" is deleted and a new Table 504.3 "Allowable Building Height in Feet Above Grade Plane" is added as follows:
   TABLE 504.3
      ALLOWABLE BUILDING HEIGHT IN FEET ABOVE GRADE PLANEa
OCCUPANCY CLASSIFICATION
TYPE OF CONSTRUCTION
See Footnotes
Type I
Type II
Type III
Type IV
Type V
A
B
A
B
A
B
A
B
C
HT
A
B
OCCUPANCY CLASSIFICATION
TYPE OF CONSTRUCTION
See Footnotes
Type I
Type II
Type III
Type IV
Type V
A
B
A
B
A
B
A
B
C
HT
A
B
A, B, E, F, M, S, U
NSb
UL
160
65
55
65
55
65
65
65
65
50
40
S
UL
180
85
75
85
75
270
180
85
85
70
60
H-1, H-2, H-3, H-5
NSc, d
UL
160
65
55
65
55
120
90
65
65
50
40
S
H-4
NSc, d
UL
160
65
55
65
55
65
65
65
65
50
40
S
UL
180
85
75
85
75
140
100
85
85
70
60
I-1 Condition 1, I-3
NSd, e
UL
160
65
55
65
55
65
65
65
65
50
40
S
UL
180
85
75
85
75
180
120
85
85
70
60
I-1 Condition 2, I-2
NSd, e, f
UL
160
65
55
65
55
65
65
65
65
50
40
S
UL
180
85
I-4
NSd, g
UL
160
65
55
65
55
65
65
65
65
50
40
S
UL
180
85
75
85
75
180
120
85
85
70
60
Rh
NSd
UL
160
65
55
65
55
65
65
65
65
50
40
S13D
60
60
60
60
60
60
60
60
60
60
50
40
S13R
60
60
60
60
60
60
60
60
60
60
60
60
S
UL
180
85
75
85
75
270
180
85
85
70
60
For SI: 1 foot = 304.8 mm.
UL = Unlimited; NS = Buildings not equipped throughout with an automatic sprinkler system; S = Buildings equipped throughout with an automatic sprinkler system installed in accordance with Section 903.3.1.1; S13R = Buildings equipped throughout with an automatic sprinkler system installed in accordance with Section 903.3.1.2; S13D = Buildings equipped throughout with an automatic sprinkler system installed in accordance with Section 903.3.1.3.
   a.   See Chapters 4 and 5 for specific exceptions to the allowable height in this chapter.
   b.   See Section 903.2 for the minimum thresholds for protection by an automatic sprinkler system for specific occupancies.
   c.   New Group H occupancies are required to be protected by an automatic sprinkler system in accordance with Section 903.2.5.
   d.   The NS value is only for use in evaluation of existing building height in accordance with the International Existing Building Code.
   e.   New Group I-1 and I-3 occupancies are required to be protected by an automatic sprinkler system in accordance with Section 903.2.6. For new Group I-1 occupancies Condition 1, see Exception 1 of Section 903.2.6.
   f.   New and existing Group I-2 occupancies are required to be protected by an automatic sprinkler system in accordance with Section 903.2.6 and Section 1103.5 of the International Fire Code.
   g.   For new Group I-4 occupancies, see Exceptions 2 and 3 of Section 903.2.6.
   h.   New Group R occupancies are required to be protected by an automatic sprinkler system in accordance with Section 903.2.8.
 
Table 504.4 "Allowable Number of Stories Above Grade Plan" is deleted and a new Table 504.4 "Allowable Number of Stories Above Grade Plan" is added as follows:
   TABLE 504.4
   ALLOWABLE NUMBER OF STORIES ABOVE GRADE PLANEa, b
OCCUPANCY CLASSIFICATION
TYPE OF CONSTRUCTION
See Footnotes
Type I
Type II
Type III
Type IV
Type V
A
B
A
B
A
B
A
B
C
HT
A
B
OCCUPANCY CLASSIFICATION
TYPE OF CONSTRUCTION
See Footnotes
Type I
Type II
Type III
Type IV
Type V
A
B
A
B
A
B
A
B
C
HT
A
B
A-1
NS
UL
5
3
2
3
2
3
3
3
3
2
1
S
UL
6
4
3
4
3
9
6
4
4
3
2
A-2
NS
UL
11
3
2
3
2
3
3
3
3
2
1
S
UL
12
4
3
4
3
18
12
6
4
3
2
A-3
NS
UL
11
3
2
3
2
3
3
3
3
2
1
S
UL
12
4
3
4
3
18
12
6
4
3
2
A-4
NS
UL
11
3
2
3
2
3
3
3
3
2
1
S
UL
12
4
3
4
3
18
12
6
4
3
2
A-5
NS
UL
UL
UL
UL
UL
UL
1
1
1
UL
UL
UL
S
UL
UL
UL
UL
UL
UL
UL
UL
UL
UL
UL
UL
B
NS
UL
11
5
3
5
3
5
5
5
5
3
2
S
UL
12
6
4
6
4
18
12
9
6
4
3
E
NS
UL
5
3
2
3
2
3
3
3
3
1
1
S
UL
6
4
3
4
3
9
6
4
4
2
2
F-1
NS
UL
11
4
2
3
2
3
3
3
4
2
1
S
UL
12
5
3
4
3
10
7
5
5
3
2
F-2
NS
UL
11
5
3
4
3
5
5
5
5
3
2
S
UL
12
6
4
5
4
12
8
6
6
4
3
H-1
NSc, d
1
1
1
1
1
1
NP
NP
NP
1
1
NP
S
1
1
1
H-2
NSc, d
UL
3
2
1
2
1
1
1
1
2
1
1
S
2
2
2
H-3
NSc, d
UL
6
4
2
4
2
3
3
3
4
2
1
S
4
4
4
H-4
NSc, d
UL
7
5
3
5
3
5
5
5
5
3
2
S
UL
8
6
4
6
4
8
7
6
6
4
3
H-5
NSc, d
4
4
3
3
3
3
2
2
2
3
3
2
S
3
3
3
I-1 Condition 1
NSd, e
UL
9
4
3
4
3
4
4
4
4
3
2
S
UL
10
5
4
5
4
10
7
5
5
4
3
I-1 Condition 2
NSd, e
UL
9
4
3
4
3
3
3
3
4
3
2
S
UL
10
5
10
6
4
I-2
NSd, f
UL
4
2
1
1
NP
NP
NP
NP
1
1
NP
S
UL
5
3
7
5
1
I-3
NSd, e
UL
4
2
1
2
1
2
2
2
2
2
1
S
UL
5
3
2
3
2
7
5
3
3
3
2
I-4
NSd, g
UL
5
3
2
3
2
3
3
3
3
1
1
S
UL
6
4
3
4
3
9
6
4
4
2
2
M
NS
UL
11
4
2
4
2
4
4
4
4
3
1
S
UL
12
5
3
5
3
12
8
6
5
4
2
R-1h
NSd
UL
11
4
4
4
4
4
4
4
4
3
2
S13R
4
4
4
3
S
UL
12
5
5
5
5
18
12
8
5
4
3
R-2h
NSd
UL
11
4
4
4
4
4
4
4
4
3
2
S13R
4
4
4
4
3
S
UL
12
5
5
5
5
18
12
8
5
4
3
R-3h
NSd
UL
11
4
4
4
4
4
4
4
4
3
3
S13D
4
4
3
3
S13R
4
4
4
4
S
UL
12
5
5
5
5
18
12
5
5
4
4
R-4h
NSd
UL
11
4
4
4
4
4
4
4
4
3
2
S13D
4
4
3
2
S13R
4
4
4
3
S
UL
12
5
5
5
5
18
12
5
5
4
3
S-1
NS
UL
11
4
2
3
2
4
4
4
4
3
1
S
UL
12
5
4
4
4
10
7
5
5
4
2
S-2
NS
UL
11
5
3
4
3
4
4
4
5
4
2
S
UL
12
6
4
5
4
12
8
5
6
5
3
U
NS
UL
5
4
2
3
2
4
4
4
4
2
1
S
UL
6
5
3
4
3
9
6
5
5
3
2
UL = Unlimited; NP = Not Permitted; NS = Buildings not equipped throughout with an automatic sprinkler system; S = Buildings equipped throughout with an automatic sprinkler system installed in accordance with Section 903.3.1.1; S13R = Buildings equipped throughout with an automatic sprinkler system installed in accordance with Section 903.3.1.2; S13D = Buildings equipped throughout with an automatic sprinkler system installed in accordance with Section 903.3.1.3.
   a.   See Chapters 4 and 5 for specific exceptions to the allowable height in this chapter.
   b.   See Section 903.2 for the minimum thresholds for protection by an automatic sprinkler system for specific occupancies.
   c.   New Group H occupancies are required to be protected by an automatic sprinkler system in accordance with Section 903.2.5.
   d.   The NS value is only for use in evaluation of existing building height in accordance with the International Existing Building Code.
   e.   New Group I-1 and I-3 occupancies are required to be protected by an automatic sprinkler system in accordance with Section 903.2.6. For new Group I-1 occupancies, Condition 1, see Exception 1 of Section 903.2.6.
   f.   New and existing Group I-2 occupancies are required to be protected by an automatic sprinkler system in accordance with Section 903.2.6 and 1103.5 of the International Fire Code.
   g.   For new Group I-4 occupancies, see Exceptions 2 and 3 of Section 903.2.6.
   h.   New Group R occupancies are required to be protected by an automatic sprinkler system in accordance with Section 903.2.8.
 
Table 506.2 "Allowable Area Factor in Square Feet" is deleted and a new Table 506.2 "Allowable Area Factor in Square Feet" is added as follows:
   TABLE 506.2
   ALLOWABLE AREA FACTOR (At = NS, S1, S13R, S13D or SM, as applicable) IN SQUARE FEETa, b
OCCUPANCY CLASSIFICATION
TYPE OF CONSTRUCTION
SEE FOOT- NOTES
Type I
Type II
Type III
Type IV
Type V
A
B
A
B
A
B
A
B
C
HT
A
B
OCCUPANCY CLASSIFICATION
TYPE OF CONSTRUCTION
SEE FOOT- NOTES
Type I
Type II
Type III
Type IV
Type V
A
B
A
B
A
B
A
B
C
HT
A
B
A-1
NS
UL
UL
15,500
8,500
14,000
8,500
45,000
30,000
18,750
15,000
11,500
5,500
S1
UL
UL
62,000
34,000
56,000
34,000
180,000
120,000
75,000
60,000
46,000
22,000
SM
UL
UL
46,500
25,500
42,000
25,500
135,000
90,000
56,250
45,000
34,500
16,500
A-2
NS
UL
UL
15,500
9,500
14,000
9,500
45,000
30,000
18,750
15,000
11,500
6,000
S1
UL
UL
62,000
38,000
56,000
38,000
180,000
120,000
75,000
60,000
46,000
24,000
SM
UL
UL
46,500
28,500
42,000
28,500
135,000
90,000
56,250
45,000
34,500
18,000
A-3
NS
UL
UL
15,500
9,500
14,000
9,500
45,000
30,000
18,750
15,000
11,500
6,000
S1
UL
UL
62,000
38,000
56,000
38,000
180,000
120,000
75,000
60,000
46,000
24,000
SM
UL
UL
46,500
28,500
42,000
28,500
135,000
90,000
56,250
45,000
34,500
18,000
A-4
NS
UL
UL
15,500
9,500
14,000
9,500
45,000
30,000
18,750
15,000
11,500
6,000
S1
UL
UL
62,000
38,000
56,000
38,000
180,000
120,000
75,000
60,000
46,000
24,000
SM
UL
UL
46,500
28,500
42,000
28,500
135,000
90,000
56,250
45,000
34,500
18,000
A-5
NS
UL
UL
UL
UL
UL
UL
UL
UL
UL
UL
UL
UL
S1
SM
B
NS
UL
UL
37,500
23,000
28,500
19,000
108,000
72,000
45,000
36,000
18,000
9,000
S1
UL
UL
150,000
92,000
114,000
76,000
432,000
288,000
180,000
144,000
72,000
36,000
SM
UL
UL
112,500
69,000
85,500
57,000
324,000
216,000
135,000
108,000
54,000
27,000
E
NS
UL
UL
26,500
14,500
23,500
14,500
76,500
51,000
31,875
25,500
18,500
9,500
S1
UL
UL
106,000
58,000
94,000
58,000
306,000
204,000
127,500
102,000
74,000
38,000
SM
UL
UL
79,500
43,500
70,500
43,500
229,500
153,000
95,625
76,500
55,500
28,500
F-1
NS
UL
UL
25,000
15,500
19,000
12,000
100,500
67,000
41,875
33,500
14,000
8,500
S1
UL
UL
100,000
62,000
76,000
48,000
402,000
268,000
167,500
134,000
56,000
34,000
SM
UL
UL
75,000
46,500
57,000
36,000
301,500
201,000
125,625
100,500
42,000
25,500
F-2
NS
UL
UL
37,500
23,000
28,500
18,000
151,500
101,000
63,125
50,500
21,000
13,000
S1
UL
UL
150,000
92,000
114,000
72,000
606,000
404,000
252,500
202,000
84,000
52,000
SM
UL
UL
112,500
69,000
85,500
54,000
454,500
303,000
189,375
151,500
63,000
39,000
H-1
NSc
21,000
16,500
11,000
7,000
9,500
7,000
10,500
10,500
10,500
10,500
7,500
NP
S1
H-2
NSc
21,000
16,500
11,000
7,000
9,500
7,000
10,500
10,500
10,500
10,500
7,500
3,000
S1
SM
H-3
NSc
UL
60,000
26,500
14,000
17,500
13,000
25,500
25,500
25,500
25,500
10,000
5,000
S1
SM
H-4
NSc, d
UL
UL
37,500
17,500
28,500
17,500
72,000
54,000
40,500
36,000
18,000
6,500
S1
UL
UL
150,000
70,000
114,000
70,000
288,000
216,000
162,000
144,000
72,000
26,000
SM
UL
UL
112,500
52,500
85,500
52,500
216,000
162,000
121,500
108,000
54,000
19,500
H-5
NSc, d
UL
UL
37,500
23,000
28,500
19,000
72,000
54,000
40,500
36,000
18,000
9,000
S1
UL
UL
150,000
92,000
114,000
76,000
288,000
216,000
162,000
144,000
72,000
36,000
SM
UL
UL
112,500
69,000
85,500
57,000
216,000
162,000
121,500
108000
54,000
27,000
I-1
NSd, e
UL
55,000
19,000
10,000
16,500
10,000
54,000
36,000
18,000
18,000
10,500
4,500
S1
UL
220,000
76,000
40,000
66,000
40,000
216,000
144,000
72,000
72,000
42,000
18,000
SM
UL
165,000
57,000
30,000
49,500
30,000
162,000
108,000
54,000
54,000
31,500
13,500
I-2
NSd, f
UL
UL
15,000
11,000
12,000
NP
36,000
24,000
12,000
12,000
9,500
NP
S1
UL
UL
60,000
44,000
48,000
NP
144,000
96,000
48,000
48,000
38,000
NP
SM
UL
UL
45,000
33,000
36,000
NP
108,000
72,000
36,000
36,000
28,500
NP
I-3
NSd, e
UL
UL
15,000
10,000
10,500
7,500
36,000
24,000
12,000
12,000
7,500
5,000
S1
UL
UL
60,000
40,000
42,000
30,000
144,000
96,000
48,000
48,000
30,000
20,000
SM
UL
UL
45,000
30,000
31,500
22,500
108,000
72,000
36,000
36,000
22,500
15,000
I-4
NSd, g
UL
60,500
26,500
13,000
23,500
13,000
76,500
51,000
25,500
25,500
18,500
9,000
S1
UL
121,000
106,000
52,000
94,000
52,000
306,000
204,000
102,000
102,000
74,000
36,000
SM
UL
181,500
79,500
39,000
70,500
39,000
229,500
153,000
76,500
76,500
55,500
27,000
M
NS
UL
UL
21,500
12,500
18,500
12,500
61,500
41,000
26,625
20,500
14,000
9,000
S1
UL
UL
86,000
50,000
74,000
50,000
246,000
164,000
102,500
82,000
56,000
36,000
SM
UL
UL
64,500
37,500
55,500
37,500
184,500
123,000
76,875
61,500
42,000
27,000
R-1h
NSd
UL
UL
24,000
16,000
24,000
16,000
61,500
41,000
25,625
20,500
12,000
7,000
S13R
S1
UL
UL
96,000
64,000
96,000
64,000
246,000
164,000
102,500
82,000
48,000
28,000
SM
UL
UL
72,000
48,000
72,000
48,000
184,500
123,000
76,875
61,500
36,000
21,000
R-2h
NSd
UL
UL
24,000
16,000
24,000
16,000
61,500
41,000
25,625
20,500
12,000
7,000
S13R
S1
UL
UL
96,000
64,000
96,000
64,000
246,000
164,000
102,500
82,000
48,000
28,000
SM
UL
UL
72,000
48,000
72,000
48,000
184,500
123,000
76,875
61,500
36,000
21,000
R-3h
NSd
UL
UL
UL
UL
UL
UL
UL
UL
UL
UL
UL
UL
S13D
S13R
S1
SM
R-4h
NSd
UL
UL
24,000
16,000
24,000
16,000
61,500
41,000
25,625
20,500
12,000
7,000
S13D
S13R
S1
UL
UL
96,000
64,000
96,000
64,000
246,000
164,000
102,500
82,000
48,000
28,000
SM
UL
UL
72,000
48,000
72,000
48,000
184,500
123,000
76,875
61,500
36,000
21,000
S-1
NS
UL
48,000
26,000
17,500
26,000
17,500
76,500
51,000
31,875
25,500
14,000
9,000
S1
UL
192,000
104,000
70,000
104,000
70,000
306,000
204,000
127,500
102,000
56,000
36,000
SM
UL
144,000
78,000
52,500
78,000
52,500
229,500
153,000
95,625
76,500
42,000
27,000
S-2
NS
UL
79,000
39,000
26,000
39,000
26,000
115,500
77,000
48,125
38,500
21,000
13,500
S1
UL
316,000
156,000
104,000
156,000
104,000
462,000
308,000
192,500
154,000
84,000
54,000
SM
UL
237,000
117,000
78,000
117,000
78,000
346,500
231,000
144,375
115,500
63,000
40,500
U
NSi
UL
35,500
19,000
8,500
14,000
8,500
54,000
36,000
22,500
18,000
9,000
5,500
S1
UL
142,000
76,000
34,000
56,000
34,000
216,000
144,000
90,000
72,000
36,000
22,000
SM
UL
106,500
57,000
25,500
42,000
25,500
162,000
108,000
67,500
54,000
27,000
16,500
For SI: 1 square foot = 0.0929 m2.
UL = Unlimited; NP = Not Permitted; NS = Buildings not equipped throughout with an automatic sprinkler system; S1 = Buildings a maximum of one story above grade plane equipped throughout with an automatic sprinkler system installed in accordance with Section 903.3.1.1; SM = Buildings two or more stories above grade plane equipped throughout with an automatic sprinkler system installed in accordance with Section 903.3.1.1; S13R = Buildings equipped throughout with an automatic sprinkler system installed in accordance with Section 903.3.1.2; S13D = Buildings equipped throughout with an automatic sprinkler system installed in accordance with Section 903.3.1.3.
   a.   See Chapters 4 and 5 for specific exceptions to the allowable area in this chapter.
   b.   See Section 903.2 for the minimum thresholds for protection by an automatic sprinkler system for specific occupancies.
   c.   New Group H occupancies are required to be protected by an automatic sprinkler system in accordance with Section 903.2.5.
   d.   The NS value is only for use in evaluation of existing building area in accordance with the International Existing Building Code.
   e.   New Group I-1 and I-3 occupancies are required to be protected by an automatic sprinkler system in accordance with Section 903.2.6. For new Group I-1 occupancies, Condition 1, see Exception 1 of Section 903.2.6.
   f.   New and existing Group I-2 occupancies are required to be protected by an automatic sprinkler system in accordance with Section 903.2.6 and Section 1103.5 of the International Fire Code.
   g.   New Group I-4 occupancies see Exceptions 2 and 3 of Section 903.2.6.
   h.   New Group R occupancies are required to be protected by an automatic sprinkler system in accordance with Section 903.2.8.
   i.   The maximum allowable area for a single-story nonsprinklered Group U greenhouse is permitted to be 9,000 square feet, or the allowable area shall be permitted to comply with Table C102.1 of Appendix C.
 
   508.4.4.1 Construction. Amend paragraph as follows:
   508.4.4.1 Construction. Required separations shall be fire barriers constructed in accordance with Section 707 or horizontal assemblies constructed in accordance with Section 711, or both, so as to completely separate adjacent occupancies. Mass timber elements serving as fire barriers or horizontal assemblies to separate occupancies in Type IV-B or IV-C construction shall be separated from the interior of the building with an approved thermal barrier consisting of gypsum board that is not less than 1/2 inch (12.7 mm) in thickness or a material that is tested in accordance with and meets the acceptance criteria of both the Temperature Transmission Fire Test and the Integrity Fire Test of NFPA 275.
   Add new Section 509.4.1.1 "Type IV-B and IV-C construction" as follows:
   509.4.1.1 Type IV-B and IV-C construction. Where Table 509 specifies a fire-resistance-rated separation, mass timber elements serving as fire barriers or horizontal assemblies in Type IV-B or IV-C construction shall be separated from the interior of the incidental use with an approved thermal barrier consisting of gypsum board that is not less than 1/2 inch (12.7 mm) in thickness or a material that is tested in accordance with and meets the acceptance criteria of both the Temperature Transmission Fire Test and the Integrity Fire Test of NFPA 275.
   F.   Chapter 6 "Types of Construction" is amended as follows:
   Table 601 “Fire-Resistance Rating Requirements for Building Elements (Hours)” is deleted and a new Table 601 "Fire-Resistance Rating Requirements for Building Elements (Hours") is added as follows:
   TABLE 601
   FIRE-RESISTANCE RATING REQUIREMENTS FOR BUILDING ELEMENTS (HOURS)
BUILDING ELEMENT
TYPE I
TYPE II
TYPE III
TYPE IV
TYPE V
A
B
A
B
A
B
A
B
C
HT
A
B
BUILDING ELEMENT
TYPE I
TYPE II
TYPE III
TYPE IV
TYPE V
A
B
A
B
A
B
A
B
C
HT
A
B
Primary structural framef (see Section 202)
3a, b
2a, b, c
1b, c
0c
1b, c
0
3a
2a
2a
H
1b, c
0
Bearing walls
Exteriore,f
3
2
1
0
2
2
3
2
2
2
1
0
Interior
3a
2a
1
0
1
0
3
2
2
1/HTg
1
0
Nonbearing walls and partitions Exterior
See Table 705.5
Nonbearing walls and partitions Interiord
0
0
0
0
0
0
0
0
0
See Section 2304.11.2
0
0
Floor construction and associated secondary structural members (see Section 202)
2
2
1
0
1
0
2
2
2
HT
1
0
Roof construction and associated secondary structural members (see Section 202)
1 1/2b
1b,c
1b,c
0c
1b,c
0
1 1/2
1
1
HT
1b,c
0
For SI: 1 foot = 304.8 mm.
   a.   Roof supports: Fire-resistance ratings of primary structural frame and bearing walls are permitted to be reduced by 1 hour where supporting a roof only.
   b.   Except in Group F-1, H, M and S-1 occupancies, fire protection of structural members in roof construction shall not be required, including protection of primary structural frame members, roof framing and decking where every part of the roof construction is 20 feet or more above any floor immediately below. Fire-retardant-treated wood members shall be allowed to be used for such unprotected members.
   c.   In all occupancies, heavy timber complying with Section 2304.11 shall be allowed for roof construction, including primary structural frame members, where a 1-hour or less fire-resistance rating is required.
   d.   Not less than the fire-resistance rating required by other sections of this code.
   e.   Not less than the fire-resistance rating based on fire separation distance (see Table 705.5).
   f.   Not less than the fire-resistance rating as referenced in Section 704.10.
   g.   Heavy timber bearing walls supporting more than two floors or more than a floor and a roof shall have a fire resistance rating of not less than 1 hour.
 
   Add a new Section 602.1.2 Alternative provisions as follows:
   602.1.2 Alternative provisions. As an alternative to the construction types defined in Sections 602.2 through 602.5, building and structures erected or to be erected, altered, or extended in height or area may be classified as construction type IV-A, IV-B, or IV-C in accordance with the provisions of Section 602.4 Type IV construction and shall comply with the provisions of Section 602.4 and all other applicable provisions of this code.
   Section 602.4 Type IV is deleted in its entirely and a new Section 602.4 Type IV is added as follows:
   602.4 Type IV. Type IV construction is that type of construction in which the building elements are mass timber or noncombustible materials and have fire-resistance ratings in accordance with Table 601. Mass timber elements shall meet the fire-resistance-rating requirements of this section based on either the fire-resistance rating of the noncombustible protection, the mass timber, or a combination of both and shall be determined in accordance with Section 703.2. The minimum dimensions and permitted materials for building elements shall comply with the provisions of this section and Section 2304.11. Mass timber elements of Types IV-A, IV-B and IV-C construction shall be protected with noncombustible protection applied directly to the mass timber in accordance with Sections 602.4.1 through 602.4.3. The time assigned to the noncombustible protection shall be determined in accordance with Section 703.8 and comply with Section 722.7.
      Cross-laminated timber shall be labeled as conforming to ANSI/APA PRG 320 as referenced in section 2303.1.4.
      Exterior load-bearing walls and nonload-bearing walls shall be mass timber construction or shall be of noncombustible construction.
      Exception: Exterior load-bearing walls and nonloadbearing walls of Type IV-HT Construction in accordance with Section 602.4.4.
      The interior building elements, including nonload-bearing walls and partitions, shall be of mass timber construction or of noncombustible construction.
      Exception: Interior building elements and nonload-bearing walls and partitions of Type IV-HT construction in accordance with Section 602.4.4.
      Combustible concealed spaces are not permitted except as otherwise indicated in Sections 602.4.1 through 602.4.4 Combustible stud spaces within light frame walls of Type IV-HT construction shall not be considered concealed spaces, but shall comply with Section 718.
      In buildings of Type IV-A, IV-B, and IV-C construction with an occupied floor located more than 75 feet (22 860 mm) above the lowest level of fire department access, up to and including 12 stories or 180 feet (54 864 mm) above grade plane, mass timber interior exit and elevator hoistway enclosures shall be protected in accordance with Section 602.4.1.2. In buildings greater than 12 stories or 180 feet (54 864 mm) above grade plane, interior exit and elevator hoistway enclosures shall be constructed of noncombustible materials.
   602.4.1 Type IV-A. Building elements in Type IV-A construction shall be protected in accordance with Sections 602.4.1.1 through 602.4.1.6. The required fire-resistance rating of noncombustible elements and protected mass timber elements shall be determined in accordance with Section 703.2.
   602.4.1.1 Exterior protection. The outside face of exterior walls of mass timber construction shall be protected with noncombustible protection with a minimum assigned time of 40 minutes, as specified in Table 722.7.1(1). Components of the exterior wall covering shall be of noncombustible material except water-resistive barriers having a peak heat release rate of less than 150kW/m2, a total heat release of less than 20 MJ/m2 and an effective heat of combustion of less than 18MJ/kg as determined in accordance with ASTM E1354 and having a flame spread index of 25 or less and a smoke-developed index of 450 or less as determined in accordance with ASTM E84 or UL 723. The ASTM E1354 test shall be conducted on specimens at the thickness intended for use, in the horizontal orientation and at an incident radiant heat flux of 50 kW/m2.
   602.4.1.2 Interior protection. Interior faces of all mass timber elements, including the inside faces of exterior mass timber walls and mass timber roofs, shall be protected with materials complying with Section 703.3.
   602.4.1.2.1 Protection time. Noncombustible protection shall contribute a time equal to or greater than times assigned in Table 722.7.1(1), but not less than 80 minutes. The use of materials and their respective protection contributions specified in Table 722.7.1(2) shall be permitted to be used for compliance with Section 722.7.1.
   602.4.1.3 Floors. The floor assembly shall contain a noncombustible material not less than 1 inch (25 mm) in thickness above the mass timber. Floor finishes in accordance with Section 804 shall be permitted on top of the noncombustible material. The underside of floor assemblies shall be protected in accordance with Section 602.4.1.2.
   602.4.1.4 Roofs. The interior surfaces of roof assemblies shall be protected in accordance with Section 602.4.1.2. Roof coverings in accordance with Chapter 15 shall be permitted on the outside surface of the roof assembly.
   602.4.1.5 Concealed spaces. Concealed spaces shall not contain combustibles other than electrical, mechanical, fire protection, or plumbing materials and equipment permitted in plenums in accordance with Section 602 of the International Mechanical Code, and shall comply with all applicable provisions of Section 718. Combustible construction forming concealed spaces shall be protected in accordance with Section 602.4.1.2.
   602.4.1.6 Shafts. Shafts shall be permitted in accordance with Sections 713 and 718. Both the shaft side and room side of mass timber elements shall be protected in accordance with Section 602.4.1.2.
   602.4.2 Type IV-B. Building elements in Type IV-B construction shall be protected in accordance with Sections 602.4.2.1 through 602.4.2.6. The required fire-resistance rating of noncombustible elements or mass timber elements shall be determined in accordance with Section 703.2.
   602.4.2.1 Exterior protection. The outside face of exterior walls of mass timber construction shall be protected with noncombustible protection with a minimum assigned time of 40 minutes, as specified in Table 722.7.1(1). Components of the exterior wall covering shall be of noncombustible material except water-resistive barriers having a peak heat release rate of less than 150kW/m2, a total heat release of less than 20 MJ/m2 and an effective heat of combustion of less than 18MJ/kg as determined in accordance with ASTM E1354, and having a flame spread index of 25 or less and a smoke-developed index of 450 or less as determined in accordance with ASTM E84 or UL 723. The ASTM E1354 test shall be conducted on specimens at the thickness intended for use, in the horizontal orientation and at an incident radiant heat flux of 50 kW/m2.
   602.4.2.2 Interior protection. Interior faces of all mass timber elements, including the inside face of exterior mass timber walls and mass timber roofs, shall be protected, as required by this section, with materials complying with Section 707.3.
   602.4.2.2.1 Protection time. Noncombustible protection shall contribute a time equal to or greater than times assigned in Table 722.7.1(1), but not less than 80 minutes. The use of materials and their respective protection contributions specified in Table 722.7.1(2) shall be permitted to be used for compliance with Section 722.7.1.
   602.4.2.2.2 Protected area. Interior faces of mass timber elements, including the inside face of exterior mass timber walls and mass timber roofs, shall be protected in accordance with Section 602.4.2.2.1.
   Exceptions: Unprotected portions of mass timber ceilings and walls complying with Section 602.4.2.2.4 and the following:
      1.   Unprotected portions of mass timber ceilings and walls complying with one of the following:
      1.1.   Unprotected portions of mass timber ceilings, including attached beams, shall be permitted and shall be limited to an area equal to 20 percent of the floor area in any dwelling unit or fire area.
      1.2.   Unprotected portions of mass timber walls, including attached columns, shall be permitted and shall be limited to an area equal to 40 percent of the floor area in any dwelling unit or fire area.
      1.3.   Unprotected portions of both walls and ceilings of mass timber, including attached columns and beams, in any dwelling unit or fire area shall be permitted in accordance with Section 602.4.2.2.3.
      2.   Mass timber columns and beams that are not an integral portion of walls or ceilings, respectively, shall be permitted to be unprotected without restriction of either aggregate area or separation from one another.
   602.4.2.2.3 Mixed unprotected areas. In each dwelling unit or fire area, where both portions of ceilings and portions of walls are unprotected, the total allowable unprotected area shall be determined in accordance with Equation 6-1.
      (Utc/Uac) + (Utw/Uaw) 1 (Equation 6-1)
      where:
      Utc = Total unprotected mass timber ceiling areas.
      Uac = Allowable unprotected mass timber ceiling area conforming to Exception 1.1 of Section 602.4.2.2.2.
      Utw = Total unprotected mass timber wall areas.
      Uaw= Allowable unprotected mass timber wall area conforming to Exception 1.2 of Section 602.4.2.2.2.
   602.4.2.2.4 Separation distance between unprotected mass timber elements. In each dwelling unit or fire area, unprotected portions of mass timber walls and ceilings shall be not less than 15 feet (4572 mm) from unprotected portions of other walls and ceilings, measured horizontally along the ceiling and from other unprotected portions of walls measured horizontally along the floor.
   602.4.2.3 Floors. The floor assembly shall contain a noncombustible material not less than 1 inch (25 mm) in thickness above the mass timber. Floor finishes in accordance with Section 804 shall be permitted on top of the noncombustible material. The underside of floor assemblies shall be protected in accordance with Section 602.4.1.2
   602.4.2.4 Roofs. The interior surfaces of roof assemblies shall be protected in accordance with Section 602.4.2.2 except, in nonoccupiable spaces, they shall be treated as a concealed space with no portion left unprotected. Roof coverings in accordance with Chapter 15 shall be permitted on the outside surface of the roof assembly.
   602.4.2.5 Concealed spaces. Concealed spaces shall not contain combustibles other than electrical, mechanical, fire protection, or plumbing materials and equipment permitted in plenums in accordance with Section 602 of the International Mechanical Code, and shall comply with all applicable provisions of Section 718. Combustible construction forming concealed spaces shall be protected in accordance with Section 602.4.1.2.
   602.4.2.6 Shafts. Shafts shall be permitted in accordance with Sections 713 and 718. Both the shaft side and room side of mass timber elements shall be protected in accordance with Section 602.4.1.2.
   602.4.3 Type IV-C. Building elements in Type IV-C construction shall be protected in accordance with Sections 602.4.3.1 through 602.4.3.6. The required fire-resistance rating of building elements shall be determined in accordance with Section 703.2.
   602.4.3.1 Exterior protection. The exterior side of walls of combustible construction shall be protected with noncombustible protection with a minimum assigned time of 40 minutes, as determined in Table 722.7.1(1). Components of the exterior wall covering shall be of noncombustible material except water-resistive barriers having a peak heat release rate of less than 150 kW/m2, a total heat release of less than 20 MJ/m2 and an effective heat of combustion of less than 18 MJ/kg as determined in accordance with ASTM E1354 and having a flame spread index of 25 or less and a smoke-developed index of 450 or less as determined in accordance with ASTM E84 or UL 723.
   The ASTM E1354 test shall be conducted on specimens at the thickness intended for use, in the horizontal orientation and at an incident radiant heat flux of 50 kW/m2.
   602.4.3.2 Interior protection. Mass timber elements are permitted to be unprotected.
   602.4.3.3 Floors. Floor finishes in accordance with Section 804 shall be permitted on top of the floor construction.
   602.4.3.4 Roof coverings. Roof coverings in accordance with Chapter 15 shall be permitted on the outside surface of the roof assembly.
   602.4.3.5 Concealed spaces. Concealed spaces shall not contain combustibles other than electrical, mechanical, fire protection, or plumbing materials and equipment permitted in plenums in accordance with Section 602 of the International Mechanical Code and shall comply with all applicable provisions of Section 718. Combustible construction forming concealed spaces shall be protected with noncombustible protection with a minimum assigned time of 40 minutes, as specified in Table 722.7.1(1).
   602.4.3.6 Shafts. Shafts shall be permitted in accordance with Sections 713 and 718. Shafts and elevator hoistway and interior exit stairway enclosures shall be protected with noncombustible protection with a minimum assigned time of 40 minutes, as specified in Table 722.7.1(1), on both the inside of the shaft and the outside of the shaft.
   G.   Chapter 7 "Fire and Smoke Protection Features" is amended as follows:
   Add a new Section 703.8 Determination of noncombustible protection time contribution as follows:
   703.8 Determination of noncombustible protection time contribution.
   The time, in minutes, contributed to the fire-resistance rating by the noncombustible protection of mass timber building elements, components, or assemblies, shall be established through a comparison of assemblies tested using procedures set forth in ASTM E119 or UL 263. The test assemblies shall be identical in construction, loading and materials, other than the noncombustible protection. The two test assemblies shall be tested to the same criteria of structural failure with the following conditions:
      1.   Test Assembly 1 shall be without protection.
      2.   Test Assembly 2 shall include the representative noncombustible protection. The protection shall be fully defined in terms of configuration details, attachment details, joint sealing details, accessories and all other relevant details.
   The noncombustible protection time contribution shall be determined by subtracting the fire-resistance time, in minutes, of Test Assembly 1 from the fire-resistance time, in minutes, of Test Assembly 2.
   Add a new Section 703.9 Sealing of adjacent mass timber elements as follows:
   703.9 Sealing of adjacent mass timber elements. In buildings of Types IV-A, IV-B and IV-C construction, sealant or adhesive shall be provided to resist the passage of air in the following locations:
      1.   At abutting edges and intersections of mass timber building elements required to be fire-resistance rated.
      2.   At abutting intersections of mass timber building elements and building elements of other materials where both are required to be fire-resistance rated.
   Sealants shall meet the requirements of ASTM C920. Adhesives shall meet the requirements of ASTM D3498.
   Exception: Sealants or adhesives need not be provided where they are not a required component of a tested fire resistance-rated assembly.
   Amend Section 704.4 Protection of secondary members as follows:
   704.4 Protection of secondary structural members. Secondary structural members that are required to have protection to achieve a fire-resistance rating shall be protected by individual encasement protection.
   A new Table 705.5 Fire-resistance Rating Requirements for Exterior Walls Based on Fire Separation Distance is added as follows:
   TABLE 705.5
      FIRE-RESISTANCE RATING REQUIREMENTS FOR EXTERIOR WALLS BASED ON FIRE SEPARATION DISTANCEa, d, g
FIRE SEPARATION DISTANCE = X (feet)
TYPE OF CONSTRUCTION
OCCUPANCY GROUP He
OCCUPANCY GROUP F-1, M, S-1f
OCCUPANCY GROUP A, B, E, F-2, I, Ri, S-2, Uh
FIRE SEPARATION DISTANCE = X (feet)
TYPE OF CONSTRUCTION
OCCUPANCY GROUP He
OCCUPANCY GROUP F-1, M, S-1f
OCCUPANCY GROUP A, B, E, F-2, I, Ri, S-2, Uh
X < 5b
All
3
2
1
5 X < 10
IA, IVA
3
2
1
Others
2
1
1
10 X < 30
IA, IB, IVA, IVB
2
1
1c
IIB, VB
1
0
0
Others
1
1
1c
X 30
All
0
0
0
For SI: 1 foot = 304.8 mm.
   a.   Load-bearing exterior walls shall also comply with the fire-resistance rating requirements of Table 601.
   b.   See Section 706.1.1 for party walls.
   c.   Open parking garages complying with Section 406 shall not be required to have a fire-resistance rating.
   d.   The fire-resistance rating of an exterior wall is determined based upon the fire separation distance of the exterior wall and the story in which the wall is located.
   e.   For special requirements for Group H occupancies, see Section 415.6.
   f.   For special requirements for Group S aircraft hangars, see Section 412.3.1.
   g.   Where Table 705.8 permits nonbearing exterior walls with unlimited area of unprotected openings, the required fire-resistance rating for the exterior walls is 0 hours.
   h.   For a building containing only a Group U occupancy private garage or carport, the exterior wall shall not be required to have a fire-resistance rating where the fire separation distance is 5 feet (1523 mm) or greater.
   i.   For a Group R-3 building of Type II-B or Type V-B construction, the exterior wall shall not be required to have a fire-resistance rating where the fire separation distance is 5 feet (1523 mm) or greater.
 
   Add new Section 722.7 Fire-resistance rating for mass timber as follows:
   722.7 Fire-resistance rating for mass timber. The required fire resistance of mass timber elements in Section 602.4 shall be determined in accordance with
   Section 703.2. The fire-resistance rating of building elements shall be as required in Tables 601 and 705.5 and as specified elsewhere in this code. The fire-resistance rating of the mass timber elements shall consist of the fire resistance of the unprotected element added to the protection time of the noncombustible protection.
   722.7.1 Minimum required protection. Where required by Sections 602.4.1 through 602.4.3, noncombustible protection shall be provided for mass timber building elements in accordance with Table 722.7.1(1). The rating, in minutes, contributed by the noncombustible protection of mass timber building elements, components or assemblies, shall be established in accordance with Section 703.8. The protection contributions indicated in Table 722.7.1(2) shall be deemed to comply with this requirement where installed and fastened in accordance with Section 722.7.2.
   722.7.2 Installation of gypsum board noncombustible protection. Gypsum board complying with Table 722.7.1(2) shall be installed in accordance with this section.
   722.7.2.1 Interior surfaces. Layers of Type X gypsum board serving as noncombustible protection for interior surfaces of wall and ceiling assemblies determined in accordance with Table 722.7.1(1) shall be installed in accordance with the following:
      1.   Each layer shall be attached with Type S drywall screws of sufficient length to penetrate the mass timber at least 1 inch (25 mm) when driven flush with the paper surface of the gypsum board.
   Exception: The third layer, where determined necessary by Section 722.7, shall be permitted to be attached with 1-inch (25 mm) No. 6 Type S drywall screws to furring channels in accordance with AISI S220.
      2.   Screws for attaching the base layer shall be 12 inches (305 mm) on center in both directions.
      3.   Screws for each layer after the base layer shall be 12 inches (305 mm) on center in both directions and offset from the screws of the previous layers by 4 inches (102 mm) in both directions.
      4.   All panel edges of any layer shall be offset 18 inches (457 mm) from those of the previous layer.
      5.   All panel edges shall be attached with screws sized and offset as in Items 1 through 4 and placed at least 1 inch (25 mm) but not more than 2 inches (51 mm) from the panel edge.
      6.   All panels installed at wall-to-ceiling intersections shall be installed such that ceiling panels are installed first and the wall panels are installed after the ceiling panel has been installed and is fitted tight to the ceiling panel. Where multiple layers are required, each layer shall repeat this process.
      7.   All panels installed at a wall-to-wall intersection shall be installed such that the panels covering an exterior wall or a wall with a greater fire-resistance rating shall be installed first and the panels covering the other wall shall be fitted tight to the panel covering the first wall. Where multiple layers are required, each layer shall repeat this process.
      8.   Panel edges of the face layer shall be taped and finished with joint compound. Fastener heads shall be covered with joint compound.
      9.   Panel edges protecting mass timber elements adjacent to unprotected mass timber elements in accordance with Section 602.4.2.2 shall be covered with 11/4-inch (32 mm) metal corner bead and finished with joint compound.
   722.7.2.2 Exterior surfaces. Layers of Type X gypsum board serving as noncombustible protection for the outside of the exterior mass timber walls determined in accordance with Table 722.7.1(1) shall be fastened 12 inches (305 mm) on center each way and 6 inches (152 mm) on center at all joints or ends. All panel edges shall be attached with fasteners located at least 1 inch (25 mm) but not more than 2 inches (51 mm) from the panel edge. Fasteners shall comply with one of the following:
      1.   Galvanized nails of minimum 12 gage with a 7/16-inch (11 mm) head of sufficient length to penetrate the mass timber a minimum of 1 inch (25 mm).
      2.   Screws that comply with ASTM C1002 (Type S, W or G) of sufficient length to penetrate the mass timber a minimum of 1 inch (25 mm).
   A new Table 722.7.1(1) Protection Required from Noncombustible Covering Material is added as follows:
   TABLE 722.7.1(1)
   PROTECTION REQUIRED FROM NONCOMBUSTIBLE COVERING MATERIAL
 
REQUIRED FIRE-RESISTANCE RATING OF BUILDING ELEMENT PER TABLE 601 AND TABLE 705.5 (hours)
MINIMUM PROTECTION REQUIRED FROM NONCOMBUSTIBLE PROTECTION (minutes)
1
40
2
80
3 or more
120
 
   A new Table 722.7.1(2) Protection Provided by Noncombustible Covering Material is added as follows:
   TABLE 722.7.1(2)
   PROTECTION PROVIDED BY NONCOMBUSTIBLE COVERING MATERIAL
 
NONCOMBUSTIBLE PROTECTION
PROTECTION CONTRIBUTION (minutes)
1/2-inch Type X gypsum board
25
5/8-inch Type X gypsum board
40
 
   H.   Chapter 16 "Structural Design" is amended as follows:
   1608.1 General. Delete sentence and replace with the following:
      Design snow loads shall be determined in accordance with chapter 7 of ASCE 7, but the design roof load shall not be less than a uniform snow load of twenty-five (25) psf. The minimum roof snow load for Ada County shall be twenty-five (25) pounds per square foot. No reduction below that roof snow load shall be permitted.
   1608.2 Ground snow loads. Delete paragraph and replace with the following:
      In Ada County, the minimum ground snow load Pg shall be twenty (20) pounds per square foot. (Idaho State Climate Services, University of Idaho Dept. of Agricultural Engineering, Moscow, Idaho 83844-2040. 208-885-7004. www.uidaho.edu/climate.)
   1609.1.1 Determination of wind loads. Add a first sentence to the paragraph as follows:
      In Ada County a minimum wind speed of one hundred fifteen (115) mph shall be used.
   1612.1 General. Add a second paragraph as follows:
      Development within a designated flood hazard area shall be done in conformance with the Ada County Code, Title 8, Chapter 3, Article F. Specific flood hazard area inspection results and elevation documentation shall be provided to Ada County in conformance to Ada County Code, Title 8, Chapter 3, Article F.
   1612.3 Establishment of flood hazard areas. Replace bracketed "[]" text areas with the following as appropriate: "Ada County, Idaho" and "June 19, 2020."
   I.   Chapter 17 "Special Inspections and Tests" is amended as follows:
   Add new Section 1705.5.3 Mass timber construction as follows:
   1705.5.3 Mass timber construction. Special inspections of mass timber elements in Types IV-A, IV-B and IV-C construction shall be in accordance with Table 1705.5.3.
   A new Table 1705.5.3 Required Special Inspections of Mass Timber Construction is added as follows:
   TABLE 1705.5.3
   REQUIRED SPECIAL INSPECTIONS OF MASS TIMBER CONSTRUCTION
TYPE
CONTINUOUS SPECIAL INSPECTION
PERIODIC SPECIAL INSPECTION
TYPE
CONTINUOUS SPECIAL INSPECTION
PERIODIC SPECIAL INSPECTION
1.
Inspection of anchorage and connections of mass timber construction to timber deep foundation systems.
-
X
2.
Inspect erection of mass timber construction.
-
X
3.
Inspection of connections where installation methods are required to meet design loads.
Threaded fasteners
Verify use of proper installation equipment.
-
X
Verify use of pre-drilled holes where required.
-
X
Inspect screws, including diameter, length, head type, spacing, installation angle and depth.
-
X
Adhesive anchors installed in horizontal or upwardly inclined orientation to resist sustained tension loads.
X
-
Adhesive anchors not defined in preceding cell.
-
X
Bolted connections.
-
X
Concealed connections.
-
X
 
   Add new section 1705.19 Sealing of mass timber as follows:
   1705.19 Sealing of mass timber. Periodic special inspections of sealants or adhesives shall be conducted where sealant or adhesive required by Section 703.9 is applied to mass timber building elements as designated in the approved construction documents.
   J.   Chapter 23 "Wood" is amended as follows:
   A new Section 2304.10.5.5 Connection fire-resistance rating is added as follows:
   2304.10.5.5 Connection fire-resistance rating. Fire-resistance ratings for connections in Type IV-A, IV-B, or IV-C construction shall be determined by one of the following:
      1.   Testing in accordance with Section 703.2 where the connection is part of the fire resistance test.
      2.   Engineering analysis that demonstrates that the temperature rise at any portion of the connection is limited to an average temperature rise of 250°F (139°C), and a maximum temperature rise of 325°F (181°C), for a time corresponding to the required fire-resistance rating of the structural element being connected. For the purposes of this analysis, the connection includes connectors, fasteners, and portions of wood members included in the structural design of the connection.
   K.   Chapter 29 "Plumbing Systems" is amended as follows:
   Table 2902.1 Minimum Number of Required Plumbing Fixtures. Delete footnote (e) contained under Table 2902.1 and replace with new foot note (e) and add new footnote (g) in header row of table column labeled “Drinking Fountains,” to read as follows:
      e. For business occupancies, excluding restaurants, and mercantile occupancies with an occupant load of thirty (30) or fewer, service sinks shall not be required.
      f.   Drinking fountains are not required for an occupant load of thirty (30) or fewer.
   L.   Chapter 33 "Safeguards During Construction" is amended as follows:
   Section 3313 "Water Supply for Fire Protection" is amended as follows:
   3313.1 Where required. An approved water supply for fire protection, either temporary or permanent, shall be made available as soon as combustible building materials arrive on the site, on commencement of vertical combustible construction, and on installation of a standpipe system in buildings under construction, in accordance with Sections 3313.2 through 3313.5.
   Exception: The fire code official is authorized to reduce the fire-flow requirements for isolated buildings or a group of buildings in rural areas or small communities where the development of full fire-flow requirements is impractical.
   3313.2 Combustible building materials. When combustible building materials of the building under construction are delivered to a site, a minimum fire flow of 500 gallons per minute (1893 L/m) shall be provided. The fire hydrant used to provide this fire flow supply shall be within 500 feet (152 m) of the combustible building materials, as measured along an approved fire apparatus access lane. Where the site configuration is such that one fire hydrant cannot be located within 500 feet (152 m) of all combustible building materials, additional fire hydrants shall be required to provide coverage in accordance with this section.
   3313.3 Vertical construction of Types III, IV and V construction. Prior to commencement of vertical construction of Type III, IV or V buildings that utilize any combustible building materials, the fire flow required by Sections 3313.3.1 through 3313.3.3 shall be provided, accompanied by fire hydrants in sufficient quantity to deliver the required fire flow and proper coverage.
   3313.3.1 Fire separation up to 30 feet. Where a building of Type III, IV or V construction has a fire separation distance of less than 30 feet (9144 mm) from property lot lines, and an adjacent property has an existing structure or otherwise can be built on, the water supply shall provide either a minimum of 500 gallons per minute (1893 L/m), or the entire fire flow required for the building when constructed, whichever is greater.
   3313.3.2 Fire separation of 30 feet up to 60 feet. Where a building of Type III, IV or V construction has a fire separation distance of 30 feet (9144 mm) up to 60 feet (18 288 mm) from property lot lines, and an adjacent property has an existing structure or otherwise can be built on, the water supply shall provide a minimum of 500 gallons per minute (1893 L/m), or 50 percent of the fire flow required for the building when constructed, whichever is greater.
   3313.3.3 Fire separation of 60 feet or greater. Where a building of Type III, IV or V construction has a fire separation of 60 feet (18 288 mm) or greater from a property lot line, a water supply of 500 gallons per minute (1893 L/m) shall be provided.
   3313.4 Standpipe supply. Regardless of the presence of combustible building materials, the construction type or the fire separation distance, where a standpipe is required in accordance with Section 3313, a water supply providing a minimum flow of 500 gallons per minute (1893 L/m) shall be provided. The fire hydrant used for this water supply shall be located within 100 feet (30 480 mm) of the fire department connection supplying the standpipe.
   Section 3314.1 Fire watch during combustible construction is deleted and a new section 3314.1 Fire watch during combustible construction is added as follows:
   3314.1 Fire watch during combustible construction. A fire watch shall be provided during nonworking hours for construction that exceeds 40 feet (12 192 mm) in height above the lowest adjacent grade at any point along the building perimeter, for new multistory construction with an aggregate area exceeding 50,000 square feet (4645 m2) per story or as required by the fire code official.
   M.   Chapter 35 "Referenced Standards" is amended as follows:
   Add in under the "APA" reference section the "ANSI/APA PRG 320-2019: Standard for Performance-rated Cross-laminated Timber 602.4, 2303.1.4" as follows:
   APA
   ANSI/APA PRG 320-2019: Standard for Performance-rated Cross-laminated Timber 602.4, 2303.1.4
   Add in under the ASTM reference section the "D3498-03(2011): Standard Specification for Adhesives for Field-Gluing Plywood to Lumber Framing for Floor Systems 703.7" and change the reference of "703.7" to "703.9" to be consistent with 2018 IBC numbering for adding a new section as follows:
   ASTM
   D3498-03(2011): Standard Specification for Adhesives for Field-Gluing Plywood to Lumber Framing for Floor Systems 703.9. (Ord. 498, 3-25-2003; amd. Ord. 560, 8-24-2004; amd. Ord. 592, 8-2-2005; amd. Ord. 678, 11-13-2007; amd. Ord. 725, 5-5-2009; amd. Ord. 748, 4-28-2010; amd. Ord. 781, 5-17-2011; amd. Ord. 817, 1-7-2014; amd. Ord. 836, 1-6-2015; amd. Ord. 879, 2-13-2018; amd. Ord. 919, 2-16-2021; amd. Ord. 935, 3-11-2022)

7-2-5: ADA COUNTY AMENDMENTS TO THE 2018 INTERNATIONAL RESIDENTIAL CODE:

The International Residential Code, 2018 edition, as adopted, is hereby amended as follows:
   A.   Chapter 1 "Scope and Administration" is amended as follows:
   R101.1 Title. Replace bracketed "[]" text with the following: "Ada County."
   R101.2 Scope. Amend the subsection by deleting the Exception in its entirety and add a new exception as follows:
      Exception: The following shall also be permitted to be constructed in accordance with this code:
      1.   Owner-occupied lodging houses with five (5) or fewer guestrooms and ten (10) or fewer occupants.
      2.   A care facility with five (5) persons receiving custodial care within a dwelling unit or single-family dwelling.
      3.   A care facility for five (5) or fewer persons receiving personal care that are within a dwelling unit or single-family dwelling.
      4.   A care facility with twelve (12) or fewer children receiving day care within a dwelling unit or single-family dwelling.
   R102.7 Existing structures. Amend paragraph as follows:
      The legal occupancy of any structure existing on the date of the adoption of this code shall be permitted to continue without change, except as is specifically covered in this code, or as is deemed necessary by the building official for the general safety and welfare of the occupants or the public.
   R104.8 Liability. Delete subsection.
   R104.10.1 Flood hazard areas. Delete sentence and replace with the following:
      Development within a designated flood hazard area shall be done in conformance with the Ada County Code, Title 8, Chapter 3, Article F. Specific flood hazard area inspection results and elevation documentation shall be provided to Ada County in conformance to that section of the Ada County Code, Title 8, Chapter 3, Article F.
   R105.1 Required. Delete paragraph and replace with the following:
      Any owner or authorized agent who intends to construct, enlarge, alter, repair, move, demolish or change the occupancy of a building or structure, or to erect, install, enlarge, alter, repair, remove, convert or replace any gas or mechanical system, the installation of which is regulated by this code, or to cause any such work to be done, shall first make application to the building official and obtain the required permit.
      An Ada County building division permit is issued to the owner of the property and remains tied to the specific property even as the ownership may change. The applicant for any Ada County building division permit is, by definition, a representative of the property owner and as such may not have individual control or ownership of that specific permit.
   R105.2 Work exempt from permit. Amend the list of "Building" exemptions from permit requirements, delete "Electrical" and “Plumbing” exemptions in their entirety as follows:
      Building:
      1.   One-story detached accessory structures used as tool and storage sheds, playhouses and similar uses, provided the floor area does not exceed 200 square feet (18.58 m2).
      2.   Fences not over 6 feet (1829 mm) high may be exempted from the requirement for a building permit in the absence of any other applicable land use regulations governing the installation, height, type or other aspect.
      3.   Retaining walls that are not over 4 feet (1219 mm) in height measured from the bottom of the footing to the top of the wall, unless supporting a surcharge.
      4.   Water tanks supported directly upon grade if the capacity does not exceed 5,000 gallons (18,927 L) and the ratio of height to diameter or width does not exceed 2 to 1.
      5.   Sidewalks and driveways.
      6.   Painting, papering, tiling, carpeting, cabinets, counter tops and similar finish work.
      7.   Prefabricated swimming pools that are not greater than four (4) feet (1219 mm) deep.
      8.   Swings and other playground equipment.
      9.   Window awnings supported by an exterior wall which do not project more than 54 inches (1372 mm) from the exterior wall and do not require additional support.
      10.   Decks that are not more than thirty (30) inches (762 mm) above grade at any point, and do not serve the exit door required by Section R311.4.
      11.   Flag poles.
      12.   Roof repair, including complete replacement of roof coverings, in association with one- and two-family dwellings and their accessory structures.
      13.   Siding repair or replacement when fire resistance is not reduced in association with one- and two-family dwellings and their accessory structures.
      14.   Miscellaneous work including the following, provided no changes are made to the building envelope: patio and concrete slabs on grade, paneling or other surface finishes over existing wall and ceiling systems, insulating existing buildings, abatement of hazardous materials, and in-kind or similar replacement of or repair of deteriorated members of a structure.
      15.   Shade structures such as gazeboes and arbors when the roof covering will not provide weather protection and will not allow a snow load to develop.
      16.   Commercially available membrane structures, erected according to manufacturer's instructions, intended to provide weather protection for automobiles and recreational vehicles.
      17.   Buildings or structures used to facilitate construction projects. These buildings shall be removed from the property prior to the issuance of any Certificate of Occupancy.
      18.   Freestanding solar collectors not greater than two hundred (200) square feet or not more than ten (10) feet above grade.
      Delete "Electrical" section in its entirety.
      Delete “Plumbing” section in its entirety.
   R105.2.2 Repairs. Delete subsection.
   R105.3.2 Time limitation of application. Delete paragraph and replace with the following:
      Applications for which no permit is issued within one hundred eighty (180) days following the date of eligibility for permit issuance shall expire by limitation, and plans and other data submitted for review may thereafter be returned to the applicant or destroyed by the building official.
      The building official may extend the time for action by the applicant for a period not exceeding one hundred eighty (180) calendar days on request by the applicant showing that circumstances beyond the control of the applicant have prevented action from being taken. No application shall be extended more than once. In order to renew action on an application after expiration, the applicant shall resubmit plans and pay a new plan review fee.
   R105.5 Expiration. Add a second paragraph to section as follows:
      If work has not been completed, the final inspection performed and the project approved for occupancy or use within three (3) years from the date of such permit being issued, such permit shall expire by limitation and become null and void. Prior to work recommencing after the permit has expired, a new permit shall be obtained. The cost of the new permit, if obtained within one year of the original permit expiration, shall be one half (1/2) of the cost of a new permit for the remaining work required to complete the structure or project.
   R106.1 Submittal documents. Amend subsection as follows:
      Submittal documents consisting of construction documents, and other data shall be submitted in one complete set in digital format with each application for a permit. The construction documents shall be prepared by a registered design professional where required by the statutes of the jurisdiction in which the project is to be constructed. Where special conditions exist, the building official is authorized to require additional construction documents to be prepared by a registered design professional.
   R107.1 General. Delete paragraph and replace with the following:
      The building official is authorized to issue a permit for temporary structures and temporary uses. Such permits shall be limited as to time of service; service less than thirty (30) days shall not require a permit, and service over thirty (30) days shall require a permit but shall not be permitted for more than one hundred eighty (180) days. Permits for temporary structures shall bear fees identical to permanent structures. The building official is authorized to grant extensions for demonstrated cause.
   R108.3 Building permit valuations. Add a second paragraph as follows:
      The building permit valuation upon which the Ada County building permit fee is based shall be the project valuation as stated by the Ada County building permit applicant or the calculated value using the building division fees as adopted by the Board of Ada County Commissioners, whichever valuation is greatest.
   R108.4 Related fees. Add a second paragraph as follows:
      If work is commenced without first obtaining a required Ada County building permit, an investigative fee equal to the Ada County permit fee for the work accomplished illegally, shall be paid Ada County prior to the acceptance of an Ada County building permit application. This fee is an additional fee and shall not apply to any fee for any Ada County building permit that may subsequently be issued. Payment of the investigative fee does not vest the illegal work with any legitimacy, nor does it establish any right to an Ada County permit for continued development of that project.
   R108.5 Refunds. Delete sentence and replace with the following:
      Eighty percent (80%) of the plan review fee shall be available for refund if no plan review has begun. Eighty percent (80%) of the building permit fee shall be available for refund if no work has begun on the project. All requests for fee refunds must be made to the Ada County building official in writing and must be made within thirty (30) days of payment of the fee in question in order to be eligible for a refund.
   R109.1.3 Floodplain inspections. Delete paragraph and replace with the following:
      For construction in areas prone to flooding as established by Table R301.2(1), upon placement of the lowest floor, including basement, the building official is authorized to require submission of documentation of the elevation of the lowest floor, including basement, required in section R322.
      Development within a designated flood hazard area shall be done in conformance with the Ada County Code, Title 8, Chapter 3, Article F. Specific flood hazard area inspection results and elevation documentation shall be provided to Ada County in conformance to that section of the Ada County Code, Title 8, Chapter 3, Article F.
   R112 Board of Appeals. Delete subsections R112.1, R112.2, R112.2.1, R112.2.2, R112.3 and R112.4 in their entirety and replace with the following new subsection R112.1:
      R112.1 General. Ada County Code, Title 7, Chapter 1 establishes the Ada County Building Board of Appeals. Appeals shall be heard as set out in Ada County Code, Title 7, Chapter 1.
   R113.4 Violation penalties. Amend the subsection as follows:
      Any person who violates a provision of this code or fails to comply with any of the requirements thereof or who erects, constructs, alters or repairs a building or structure in violation of the approved construction documents or directive of the building official, or of a permit or certificate issued under the provisions of this code, shall be subject to the penalties as prescribed by law in Ada County Code, Title 7, Chapter 2.
   R114.2 Unlawful continuance. Delete paragraph and replace with the following:
      Any person who shall continue any work in or about the building or structure after having been served with a stop work order, except such work as that person is directed to perform to remove a violation or unsafe condition, shall be subject to the penalties set forth in Ada County Code, Title 7, Chapter 2.
   B.   Chapter 2 "Definitions" is amended as follows:
   R202 Definitions. Add new definitions as follows:
      AREA, BUILDING. The area included within surrounding exterior walls (or exterior walls and fire walls) exclusive of vent shafts and courts. Areas of the building not provided with surrounding walls shall be included in the building area if such areas are included within the horizontal projection of the roof or floor above.
      BUILDING FACE. Foundation wall face or face of exterior wall member not including sheathing, siding or trim.
      PERMIT APPLICANT. The property owner or the individual that legally represents a property owner seeking permission from Ada County to construct a building or structure on a specific piece of property.
   C.   Chapter 3 "Building Planning" is amended as follows:
   R301.2 Climatic and geographic design criteria. Amend subsection to add a second paragraph as follows:
      The minimum roof snow load for Ada County shall be twenty-five (25) pounds per square foot. No reduction below that roof snow load shall be permitted.
   R301.2.1.2 Protection of openings. Delete R301.2.1.2 in its entirety.
   Table R301.2(1) Climatic and Geographic Design Criteria. Delete Table R301.2(1) in its entirety and replace with the following Table R301.2(1):
   TABLE R301.2(1)
   CLIMATIC AND GEOGRAPHIC DESIGN CRITERIA
 
Ground Snow Load
Wind Design
Seismic
Design
Category
Subject To Damage From
Winter
Design
Temp
Ice Barrier Underlayment
Required
Flood
Hazards
Air
Freezing
Index
Mean Annual Temp
Speed
(mph)
Topographic Effects
Weathering
Frost Line
Depth
Termite
Ground snow load Pg shall be 20 pounds per square foot. The minimum roof snow load shall be 25 pounds per square foot. No reduction below that roof snow load shall be permitted.
115 mph
No
C
Severe
24 inches
Slight
Moderate
10°F
No
Date of adoption
1/30/1980.
Date of current FIRM
6/19/2020.
894
51.1
 
   Table R302.1(1) Exterior Walls. Delete Table R302.1(1) in its entirety and replace with the following Table R302.1(1):
   TABLE R302.1(1)
   EXTERIOR WALLS
Exterior Wall Element
Minimum Fire-
Resistance Rating
Minimum Fire Separation Distance
Exterior Wall Element
Minimum Fire-
Resistance Rating
Minimum Fire Separation Distance
Walls
 
 
 
(Fire-resistance rated)
1 hour-tested in accordance with ASTM E 119 or UL 263 or section 703.3 of the International Building Code with exposure from both sides
<3 feet
 
(Not fire-resistance rated)
0 hours
3 feet
Projections
 
 
 
(Fire-resistance rated)
1 hour on the underside, or heavy timber, or fire- retardant-treated wooda,b
2 feet to <3 feet
 
(Not fire-resistance rated)
0 hours
3 feet
Openings in walls
 
 
Not allowed
n/a
<3 feet
 
25% maximum of wall area
0 hours
3 feet to <5 feet
 
Unlimited
0 hours
5 feet
Penetrations
 
 
 
All
Comply with section R302.4
<3 feet
 
None required
3 feet
 
   For SI: 1 foot = 304.8 mm.
   n/a = Not Applicable.
      a.   The fire-resistance rating shall be permitted to be reduced to zero (0) hours on the underside of the eave overhang if fireblocking is provided from the wall top plate to the underside of the roof sheathing.
      b.   The fire-resistance rating shall be permitted to be reduced to zero (0) hours on the underside of the rake overhang where gable vent openings are not installed.
   Table R302.6 Dwelling Garage Separation. Delete Table 302.6 and replace with the following table:
TABLE R302.6
DWELLING GARAGE SEPARATION
 
SEPARATION
MATERIAL
From the residence, attics, and habitable rooms above the garage
Not less than 5/8-inch Type X gypsum board or equivalent applied to the garage side
Structure(s) supporting floor/ceiling assemblies used for separation required by this section
Garages located less than 3 feet from a dwelling unit on the same lot
Not less than 5/8-inch Type X gypsum board or equivalent applied to the interior side of exterior walls that are within this area
 
   R302.13 Fire protection of floors. Delete section.
   R303.4 Mechanical ventilation. Delete sentence and replace with the following:
      Dwelling units shall be provided with whole-house mechanical ventilation in accordance with Section M1505.4.
   R313.1 Townhouse automatic fire sprinkler systems. Delete the exception in its entirety and replace with the following:
      Exception: Automatic residential fire sprinkler systems shall not be required in townhouses where either two (2) one (1)-hour fire-resistance-rated walls or a common two (2)-hour fire-resistance rated wall, as specified in item number 2 of section R302.2.2 is installed between dwelling units or when additions or alterations are made to existing townhouses that do not have an automatic residential fire sprinkler system installed.
   R313.2 One- and two-family dwellings automatic fire systems. Delete section.
   R314.2.2 Alteration, repairs and additions. Delete the Exceptions and replace with the following:
      Exceptions:
      1.   Work involving the exterior surfaces of dwellings, such as, but not limited to, replacement of roofing or siding, or the addition or replacement of windows and doors, or the addition of a porch or deck, or electrical permits, are exempt from the requirements of this section.
      2.   Installation, alteration or repairs of plumbing or mechanical systems are exempt from the requirements of this section.
   R315.2.2 Alteration, repairs and additions. Delete the Exceptions and replace with the following:
      1.   Work involving the exterior surfaces of dwellings, such as, but not limited to, replacement of roofing or siding, or the addition or replacement of windows and doors, or the addition of a porch or deck, or electrical permits, are exempt from the requirements of this section.
      2.   Installation, alteration or repairs of noncombustion plumbing or mechanical systems are exempt from the requirements of this section.
   R322 Flood-resistant Construction. Delete the section in its entirety and replace with new section R322 as follows:
      R322 Flood-resistant Construction.
      R322.1 General. Development within a designated flood hazard area shall be done in conformance with the Ada County Code, Title 8, Chapter 3, Article F. Specific flood hazard area inspection results and evaluation documentation shall be provided to Ada County in conformance to Ada County Code, Title 8, Chapter 3, Article F.
   D.   Chapter 4 Foundations is amended as follows: Tables R403.1(1), R403.1(2), and R403.1(3) are deleted and a new Table R403.1 ‘Minimum width of concrete, precast, or masonry footings (inches)’ is added as follows:
   Table R403.1
   MINIMUM WIDTH OF CONCRETE, PRECAST, OR MASONRY FOOTINGS
   (INCHES)
   Load-Bearing Value of Soil (psf)
 
1,500
2,000
3,000
4,000
   Conventional light-frame construction
1-story
12
12
12
12
2-story
15
12
12
12
3-story
23
17
12
12
   4-inch brick veneer over light frame or 8-inch hollow concrete masonry
1-story
12
12
12
12
2-story
21
16
12
12
3-story
32
24
16
12
   8-inch solid or fully grouted masonry
1-story
16
12
12
12
2-story
29
21
14
12
3-story
42
32
21
16
 
   R403.1.1 Minimum size. Delete paragraph and replace with the following:
      Minimum sizes for concrete and masonry footings shall be as set forth in Table R403.1 and Figure R403.1(1). The footing width (W) shall be based on the load bearing value of the soil in accordance with Table R401.4.1. Spread footings shall be at least six (6) inches in thickness (T). Footings projections (P) shall be at least two (2) inches and shall not exceed the thickness of the footing. The size of footings supporting piers and columns shall be based on the tributary load and allowable soil pressure in accordance with Table 401.4.1. Footings for wood foundations shall be in accordance with the details set forth in Section R403.2 and Figures R403.1(2) and R403.1(3).
   E.   Chapter 6 "Wall Construction" is amended as follows:
   R602.10 Wall bracing. Amend paragraph as follows:
      Buildings shall be braced in accordance with this section or, when applicable section R602.12, or the most current edition of APA System Report SR-102 as an alternate method. Where a building, or portion thereof, does not comply with one (1) or more of the bracing requirements in this section, those portions shall be designated and constructed in accordance with section R301.1.
   F.   Chapter 12 “Mechanical Administration” is amended as follows:
   Add a new section M1201.3 as follows:
      M1201.3 Alternative materials, design and methods of construction equipment. The provisions of this part of the code are not intended to prevent the installation of any material or to prohibit any design or method of construction not specifically prescribed by this code, provided that any such alternative has been approved. An alternative material, design or method of construction must be approved where the authority having jurisdiction finds that the proposed design is satisfactory and complies with the intent of the provisions of this code, and that the material, method or work offered is, for the purpose intended, at least the equivalent of that prescribed in this code. Compliance with the specific performance-based provisions of this part of the code in lieu of specific requirements of this code will also be permitted as an alternate.
   Add a new section M1201.3.1 as follows:
      M1201.3.1 Tests. Whenever there is insufficient evidence of compliance with the provisions of this part of the code, or evidence that a material or method does not conform to the requirements of this part of the code, or in order to substantiate claims for alternative materials or methods, the authority having jurisdiction has the authority to require tests as evidence of compliance to be made at no expense to the jurisdiction. Test methods are as specified in this code or by other recognized test standards. In the absence of recognized and accepted test methods, the authority having jurisdiction approves the testing procedures. Tests must be performed by an approved agency. Reports of such test must be retained by the authority having jurisdiction for the period required for retention of public records.
   Add a new section M1203.1 as follows:
      M1203.1 Carbon monoxide alarms. For new construction, an approved carbon monoxide alarm must be installed outside of each separate sleeping area in the immediate vicinity of the bedrooms in dwelling units within which fuel-fired appliances are installed and in dwelling units that have attached garages.
   Add a new section M1203.2 as follows:
      M1203.2 Where required in existing dwellings. Where work requiring a permit occurs in existing dwellings that have attached garages or in existing dwellings within which fuel-fired appliances exist, carbon monoxide alarms must be provided in accordance with R315.
   Add a new section M1203.3 as follows:
      M1203.3 Alarm requirements. Single station carbon monoxide alarms must be listed as complying with UL 2034 and must be installed in accordance with this code and the manufacturer’s installation instructions.
   G.   Chapter 15 "Exhaust Systems" is amended as follows:
   M1502.4.1 Material and size. Add the following exception:
      Exception: Dryer duct may be constructed of 0.013 (30 gauge) or equivalent if prefabricated 0.016 (28 gauge) ducts and fittings are not available.
   M1502.4.2 Duct installation. Delete paragraph and replace with new paragraph as follows:
      Exhaust ducts shall be supported at four (4) foot (1,219 mm) intervals and secured in place. The insert end of the duct shall extend into the adjoining duct or fitting in the direction of airflow. Ducts shall not be joined with screws or similar fasteners that protrude into the inside of the duct.
   H.   Chapter 16 "Duct Systems" is amended as follows:
   Table M1601.1.1 Duct Construction Minimum Sheet Metal Thickness for Single Dwelling Units. Add the following exception:
      Exception: Round duct, enclosed rectangular ducts and fittings less than fourteen (14) inches may be constructed of 0.013 (30 gauge) or equivalent if prefabricated 0.016 (28 gauge) ducts and fittings are not available.
   I.   Chapter 24 "Fuel Gas" is amended as follows:
   Add a new section G2402.4 (201.4) is amended as follows:
      G2402.4 (301.4) Alternative materials, design and methods of construction equipment. The provisions of this part of the code are not intended to prevent the installation of any material or to prohibit any design or method of construction not specifically prescribed by this code, provided that any such alternative has been approved. An alternative material, design or method of construction must be approved where the authority having jurisdiction finds that the proposed design is satisfactory and complies with the intent of the provision of this code, and that the material, method or work offered is, for the purpose intended, at least the equivalent of that prescribed in this code. Compliance with the specific performance-based provisions of this part of the code in lieu of specific requirements of this code will also be permitted as an alternate.
   Add a new section G2402.4.1 (201.4.1) as follows:
      G2402.4.1 (201.4.1) Tests. Whenever there is insufficient evidence of compliance with the provisions of this part of the code, or evidence that a material or method does not conform to the requirements of this part of the code, or in order to substantiate claims for alternative materials or methods, the authority having jurisdiction has the authority to require test as evidence of compliance to be made at no expense to the jurisdiction. Test methods are as specified in this code or by other recognized test standards. In the absence of recognized and accepted test methods, the authority having jurisdiction approves the testing procedures. Tests must be performed by an approved agency. Reports of such tests must be retained by the authority having jurisdiction for the period required for retention of public records.
   G2417.4 (406.4). Test pressure management. Delete the last sentence and replace with the following:
      Mechanical gauges used to measure test pressure shall have a range such that the highest end of the scale is not greater than two (2) times the test pressure nor lower than one and one-half (1.5) times the test pressure.
   G2417.4.1 (406.4.1) Test pressure. Delete paragraph and replace with new paragraph as follows:
      Not less than twenty (20) psig (140kPa gauge) test pressure shall be required for systems with a maximum working pressure up to ten (10) inches water column. For systems with a maximum working pressure between ten (10) inches water column and ten (10) psig (70kPa gauge); not less than sixty (60) psig (420kPa gauge) test pressure shall be required. For systems over ten (10) psig (70kPa gauge) working pressure, minimum test pressure shall be no less than six (6) times working pressure.
   G2417.4.2 (406.4.2) Test duration. Amend sentence as follows:
      The test duration may not be less than twenty (20) minutes.
   Add new subsection G2427.4.1.2 (503.4.1.2) as follows:
      G2427.4.1.2 (503.4.1.2) Testing. All plastic pipe within a dwelling used for venting flue gases shall be tested at five (5) psi for fifteen (15) minutes.     
(Ord. 498, 3-25-2003; amd. Ord. 560, 8-24-2004; amd. Ord. 592, 8-2-2005; amd. Ord. 678, 11-13-2007; amd. Ord. 725, 5-5-2009; amd. Ord. 748, 4-28-2010; amd. Ord. 781, 5-17-2011; amd. Ord. 817, 1-7-2014; amd. Ord. 836, 1-6-2015; amd. Ord. 879, 2-13-2018; amd. Ord. 919, 2-16-2021; amd. Ord. 935, 3-11-2022; amd. Ord. 984, 10-22-2024)

7-2-6: ADA COUNTY AMENDMENTS TO THE 2018 INTERNATIONAL MECHANICAL CODE:

The International Mechanical Code, 2018 edition, including appendix “A” (herein IMC) as adopted, is hereby amended as follows:
   A.   Chapter 1 "Scope and Administration" is amended as follows:
   101.1 Title. Replace bracketed "[]" text with the following: "Ada County."
   103.2 Appointment. Amend as follows:
      The building official appointed by the County shall be the code official for purposes of enforcing this code.
   103.4 Liability. Delete section in its entirety.
   106.5.2 Fee schedule. Delete sentence and bracketed "[]" text and replace with the following:
      The fees for mechanical permits shall be as adopted by the Board of Ada County Commissioners.
   106.5.3 Fee refunds. Delete subsection and replace with new subsection 106.5.3 as follows:
      106.5.3 Fee refunds. Refunds of fees may be authorized by the code official as set forth in the refund schedule as adopted by the Board of Ada County Commissioners.
   108.4 Violation penalties. Delete paragraph and replace with the following:
      Violations of the provisions or requirements of this code shall be subject to the penalties as set forth in Ada County Code, Title 7, Chapter 2.
   108.5 Stop work orders. Amend section as follows:
      Upon notice from the code official that mechanical work is being done contrary to the provisions of this code or in a dangerous or unsafe manner, such work shall immediately cease. Such notice shall be in writing and shall be given to the owner of the property, or to the owner's agent, or to the person doing the work. The notice shall state the conditions under which work is authorized to resume. Where an emergency exists, the code official shall not be required to give a written notice prior to stopping the work. Any person who shall continue any work on the system after having been served with a stop work order, except such work as that person is directed to perform to remove a violation or unsafe condition, shall be subject to the penalties as set forth in Ada County Code, Title 7, Chapter 2.
   109 Means of appeal. Delete section in its entirety and replace with new section 109 as follows:
      SECTION 109 MEANS OF APPEAL
      109.1 General. Ada County Code, Title 7, Chapter 1 establishes the Ada County Building Board of Appeals. All appeals shall be heard pursuant to Ada County Code, Title 7, Chapter 1.
   B.   Chapter 2 Definitions.
   Section 202 Definitions. Delete the Chapter 2 definitions of “Light-Duty Cooking Appliance” and “Medium-Duty Cooking Appliance” and replace with the following:
      Light-Duty Cooking Appliance. Light-duty cooking appliances include gas and electric ovens (including standard, bake, roasting, revolving, retherm, convection, combination convection/steamer, countertop conveyorized baking/finishing, deck, pastry, and electric and gas conveyor pizza ovens), electric and gas steam jacketed kettles, electric and gas pasta cookers, electric and gas compartment steamers (both pressure and atmospheric) and electric and gas cheesemelters.
      Medium-Duty Cooking Appliance. Medium-duty cooking appliances include electric discrete element ranges (with or without oven), electric and gas hot-top ranges, electric and gas griddles, electric and gas double sided griddles, electric and gas fryers (including open deep fat fryers, donut fryers, kettle fryers and pressure fryers), electric and gas tilting skillets (braising pans) and electric and gas rotisseries.
   C.   Chapter 4 "Ventilation" is amended as follows:
   401.1 Scope. Add the following exception:
      Exception: The principles specified in ASHREA 62-2010 may be used as an alternative to this chapter to demonstrate compliance with required ventilation air for occupants.
   D.   Chapter 5 "Exhaust" is amended as follows:
   504.8.1 Material and size. Add the following exception:
      Exception: Dryer duct may be constructed of 0.013 (30 gauge) or equivalent if prefabricated 0.016 (28 gauge) ducts and fittings are not available.
   E.   Chapter 6 "Duct Systems" is amended as follows:
      Table 603.4 Duct Construction Minimum Sheet Metal Thickness for Single Dwelling Units. Add the following Exception to the Table as follows:
      Exception: Round duct, enclosed rectangular ducts and fittings less than fourteen (14) inches may be constructed of 0.013 (30 gauge) or equivalent if prefabricated 0.016 (28 gauge) ducts and fittings are not available. (Ord. 498, 3-25-2003; amd. Ord. 592, 8-2-2005; amd. Ord. 678, 11-13-2007; amd. Ord. 725, 5-5-2009; amd. Ord. 728, 5-26-2009; amd. Ord. 748, 4-28-2010; amd. Ord. 781, 5-17-2011; amd. Ord. 817, 1-7-2014; amd. Ord. 836, 1-6-2015; amd. Ord. 879, 2-13-2018; amd. Ord. 919, 2-16-2021; amd. Ord. 935, 3-11-2022)

7-2-7: ADA COUNTY AMENDMENTS TO THE 2018 INTERNATIONAL FUEL GAS CODE:

The International Fuel Gas Code, 2018 edition, including appendixes “A, B, C, and D” (herein IFGC) as adopted, is hereby amended as follows:
   A.   Chapter 1 "Scope and Administration" is amended as follows:
   101.1 Title. Replace bracketed "[]" text with the following: "Ada County."
   103.2 Appointment. Delete sentence and replace with the following:
      The building official appointed by the County shall be the code official for purposes of enforcing this code.
   103.4 Liability. Delete section.
   104.7 Department records. Add a third sentence as follows:
      Ada County shall keep official records of fuel gas inspections as part of a validly issued mechanical code permit.
   106.6.2 Fee schedule. Delete sentence and replace with new sentence as follows:
      Fees for inspections authorized under this code are part of a validly issued Ada County Mechanical Permit fee as adopted by the Board of Ada County Commissioners.
   106.6.3 Fee refunds. Delete subsection and replace with new subsection 106.6.3 as follows:
      106.6.3 Fee refunds. Refunds may be authorized as part of the Mechanical Permit fee schedule as adopted by the Board of Ada County Commissioners.
   108.4 Violation penalties. Delete paragraph and replace with the following:
      Violations of the provisions or requirements of this code shall be subject to the penalties as set forth in Ada County Code, Title 7, Chapter 2.
   108.5 Stop work orders. Amend subsection as follows:
      Upon notice from the code official that work is being done contrary to the provisions of this code or in a dangerous or unsafe manner, such work shall immediately cease. Such notice shall be in writing and shall be given to the owner of the property, the owner's agent, or the person doing the work. The notice shall state the conditions under which work is authorized to resume. Where an emergency exists, the code official shall not be required to give a written notice prior to stopping the work. Any person who shall continue any work after having been served with a stop work order, except such work as that person is directed to perform to remove a violation or unsafe condition, shall be subject to the penalties as set forth in Ada County Code, Title 7, Chapter 2.
   109 Means of Appeal. Delete section in its entirety and replace with new section 109 as follows:
      SECTION 109 (IFGC) MEANS OF APPEAL
      109.1 General. Ada County Code, Title 7, Chapter 1 establishes the Ada County Building Board of Appeals. All appeals shall be heard pursuant to Ada County Code, Title 7, Chapter 1.
   B.   Chapter 4 "Gas Piping Installations" is amended as follows:
   406.4 Test pressure measurement. Amend paragraph as follows:
      Test pressure shall be measured with a manometer or with a pressure-measuring device designed and calibrated to read, record or indicate a pressure loss caused by leakage during the pressure test period. The source of pressure shall be isolated before the pressure tests are made. Mechanical gauges used to measure test pressures shall have a range such that the highest end of the scale is not greater than two (2) times the test pressure nor lower than one and one-half (1.5) times the test pressure.
   406.4.1. Test pressure. Delete paragraph and replace with the following:
      Not less than twenty (20) psig (140kPa gauge) test pressure shall be required for systems with a maximum working pressure up to ten (10) inches water column. For systems with a maximum working pressure between ten (10) inches water column and ten (10) psig (70kPa gauge); not less than sixty (60) psig (420kPa gauge) test pressure shall be required. For systems over ten (10) psig (70kPa gauge) working pressure, minimum test pressure shall be no less than six (6) times working pressure.
   406.4.2 Test duration. Delete paragraph and replace with the following:
      The test duration shall not be less than twenty (20) minutes.
   C.   Chapter 5 "Chimneys and Vents" is amended as follows:
   503.4 Type of venting system to be used. Add new subsection 503.4.1.2 as follows:
      503.4.1.2 Testing. All plastic pipe within a dwelling used for venting flue gases shall be tested at five (5) psi for fifteen (15) minutes.
   505.1.1 Commercial Cooking appliances vented by exhaust hoods is amended by adding second exception as follows:
      Exception: An interlock between the cooking appliance and the exhaust hood system is not required for appliances that are of the manually operated type and are factory equipped with standing pilot burner ignition systems. (Ord. 498, 3-25-2003; amd. Ord. 725, 5-5-2009; amd. Ord. 728, 5-26-2009; amd. Ord. 781, 5-17-2011; amd. Ord. 817, 1-7-2014; amd. Ord. 836, 1-6-2015; amd. Ord. 879, 2-13-2018; amd. Ord. 919, 2-16-2021)

7-2-8: ADA COUNTY AMENDMENTS TO THE 2018 INTERNATIONAL ENERGY CONSERVATION CODE:

   A.   The commercial provisions of the 2018 International Energy Conservation Code, as adopted, are hereby amended as follows:
      1.   Chapter 1 (CE) "Scope and Administration" is amended as follows:
   C101.1 Title. Replace bracketed "[]" text with the following: "Ada County."
   C101.5 Compliance. Add new subsection C101.5.2 as follows:
      C101.5.2 Industrial, electronic, and manufacturing equipment. Buildings or portions thereof that are heated or cooled exclusively to maintain the required operating temperature of industrial, electronic, or manufacturing equipment shall be exempt from the provisions of this code. Such buildings or portions thereof shall be separated from connected conditioned space by building thermal envelope assemblies complying with this code.
   C104.1 Fees. Delete sentence and replace with the following:
      Fees and permits issued shall be part of a validly issued Ada County Building Code Permit.
   C104.5 Refunds. Delete sentence and replace with the following:
      Refunds may be issued as part of a refund of fees paid for an Ada County Building Code Permit.
   C108.4 Failure to comply. Delete sentence and replace with the following:
      Any person who shall continue any work after having been served with a stop work order, except such work as that person is directed to perform to remove a violation or unsafe condition, shall be subject to the penalties as set forth in Ada County Code, Title 7, Chapter 2.
   C109 Board of Appeals. Delete section in its entirety and replace with new section C109 as follows:
      SECTION C109 BOARD OF APPEALS
      C109.1 General. Ada County Code, Title 7, Chapter 1 establishes the Ada County Building Board of Appeals. All appeals shall be heard pursuant to Ada County Code, Title 7, Chapter 1.
   Add a new Section C110 Violations as follows:
      SECTION C110 VIOLATIONS
      C110.1 Violations. Violations of the provisions or requirements of this code shall be subject to the penalties as set forth in Ada County Code, Title 7, Chapter 2.
      2.   Chapter 2 "Definitions" is amended as follows:
      C202 "General Definitions" is amended to add new definitions as follows:
         LISTING AGENCY. A person, firm, association, partnership, or corporation which is in the business of listing or labeling and which maintains a periodic inspection program on current production of listed materials, and which makes available, not less frequently than annually, a published report of such listing in which specific information is included that the product has been tested to nationally approved standards and found safe for use in a specified manner.
      MINOR ALTERATION. The following definition is used for the purpose of administering annual permits.
         a.   Minor alterations shall include, but are not limited to, the following: partition walls constructed within a defined room; relocation of or existing openings or installation of new doors and windows in non-load bearing walls and not in construction meant to compartmentalize fire; window replacement in unaltered existing openings; roof repairs involving installation of less than one hundred (100) square feet of new roof covering; and new suspended ceilings that are not part of a required fire resistive assembly.
         b.   Minor alterations shall not include: work that alters the fire resistive characteristics of the building or fire suppression systems; work that creates new openings in construction meant to compartmentalize fire such as fire walls, fire barriers, fore partitions, smoke barriers, smoke partitions, horizontal assemblies, shaft enclosures, stair enclosures; work that increases the floor area or height of the building; work that changes the structural load path of the building for gravity or horizontal loads; work that reduces the thermal resistant capacity of the building envelop; changes in the occupancy classification of the building or space; increases in the floor loads.
      3.   Chapter 4 (CE) "Commercial Energy Efficiency" is amended as follows:
      C402.1.1 Low-energy buildings. Amend the subsection as follows:
         The following low-energy buildings, or portions thereof separated from the remainder of the building by building thermal envelope assemblies complying with this section, shall be exempt from the building thermal envelope provisions of Section C402.
         1.    Those with a peak design rate of energy usage less than 3.4 Btu/h • ft2 (10.7 W/m2) or 1.0 watt per square foot (10.7 W/m2) of floor area for space conditioning purposes.
         2.   Those that do not contain conditioned space.
         3.   Greenhouses.
         4.   Accessory utility and storage buildings and sports practice buildings accessory to A, B, and E occupancies where buildings maintain no heating or cooling or where intermittent heating and cooling systems are installed.
         5.   Buildings for domestic water wells, irrigation wells, sewer pump facilities, and sewer lift station buildings where equipment produces internal heat loads and where intermittent heating or cooling is provided to prevent freezing or overheating of equipment.
   C4025 Air leakage - thermal envelope (Mandatory). Add the following exception:
      Exception: For buildings having over fifty thousand (50,000) square feet of conditioned floor area, air leakage testing shall be permitted to be conducted on less than the whole weighted building, provided the following portions of the building are tested and their measured air leakage is area-weighted by the surface areas of the building envelope:
      1.   The entire floor area of all stories that have any spaces directly under a roof.
      2.   The entire floor area of all stories that have a building entrance or loading dock.
      3.   Representative above-grade wall sections of the building totaling at least twenty-five percent (25%) of the above-grade wall area enclosing the remaining conditioned space. Floor area tested under subparagraphs 1 or 2 of this exception shall not be included in the twenty-five percent (25%) of the above- grade wall sections tested under this subparagraph.
   C403.5 Economizers (Prescriptive). Under Exceptions, add a new exception No. 7 as follows:
      7.   Unusual outdoor air contaminate conditions - Systems where special outside air filtration and treatment for the reduction and treatment of unusual outdoor contaminants, makes an air economizer infeasible.
   Table C404.5.1 Piping volume and maximum piping lengths. Delete table and replace with the following Table:
Table C404.5.1
PIPING VOLUME AND MAXIMUM PIPING LENGTHS
Nominal Pipe Size (inches)
Volume (liquid ounces per foot length)
Maximum Piping Length
Public lavatory faucets
Other fixtures and appliances
Table C404.5.1
PIPING VOLUME AND MAXIMUM PIPING LENGTHS
Nominal Pipe Size (inches)
Volume (liquid ounces per foot length)
Maximum Piping Length
Public lavatory faucets
Other fixtures and appliances
1/4
0.33
31
50
5/16
0.5
N/A - non- standard size
50
3/8
0.75
17
50
1/2
1.5
10
43
5/8
2
7
32
3/4
3
5
21
7/8
4
N/A - non- standard size
16
1
5
2
8
1 1/4
8
2
8
1 1/2
11
1
6
2 or larger
18
1
4
 
   B.   The residential provisions of the 2018 International Energy Conservation Code, as adopted, are hereby amended as follows:
      1.   Chapter 1 (RE) "Scope and Administration" is amended as follows:
   R101.1 Title. Replace bracketed "[]" text with the following: "Ada County."
   R104.1 Fees. Delete sentence and replace with the following:
      Fees and permits issued shall be part of a validly issued Ada County Building Code Permit.
   R104.5 Refunds. Delete sentence and replace with the following:
      Refunds may be issued as part of a refund of fees paid for an Ada County Building Code Permit.
   R108.4 Failure to comply. Delete sentence and replace with the following:
      Any person who shall continue any work after having been served with a stop work order, except such work as that person is directed to perform to remove a violation or unsafe condition, shall be subject to the penalties as set forth in Ada County Code, Title 7, Chapter 2.
   R109 Board of Appeals. Delete section in its entirety and replace with new section R109 as follows:
      SECTION R109 BOARD OF APPEALS
      R109.1 General. Ada County Code, Title 7, Chapter 1 establishes the Ada County Building Board of Appeals. All appeals shall be heard pursuant to Ada County Code, Title 7, Chapter 1.
   Add new section R110 Violations as follows:
      SECTION R110 VIOLATIONS
      R110.1 Violations. Violations of the provisions or requirements of this code shall be subject to the penalties as set forth in Ada County Code, Title 7, Chapter 2.
      2.   Chapter 2 "Definitions" is amended as follows:
      R202 General Definitions. Amend the definition of "Conditioned Space" as follows:
         CONDITIONED SPACE. An area, room or space that is enclosed within the building thermal envelope and that is directly or indirectly heated or cooled. Spaces are indirectly heated or cooled where they communicate through openings with conditioned spaces; where they are separated from conditioned spaces by uninsulated walls, floors or ceilings; or where they contain uninsulated ducts, piping or other sources of heating or cooling. This definition shall not apply to garage spaces or other similar spaces where heating or cooling is installed for frost protection or intermittent use.
      3.   Chapter 4 (RE) "Residential Energy Efficiency" is amended as follows:
      Table R402.1.2 Insulation and Fenestration Requirements by Component.
      Delete the rows for climate zones “5 and Marine 4", and “6" of Table R402.1.1, and add new climate zone rows “5" and “6" and a new footnote k as follows:
   TABLE R402.1.2
   INSULATION AND FENESTRATION REQUIREMENTS BY COMPONENTa,k
 
Climate
Zone
Fenestration
U-Factorb
Skylightb
U-Factor
Glazed
Fenestration
SHGCb,e
Ceiling
R-Value
Wood
Frame Wall
R-Value
Mass Wall
R-Valuei
Floor
R-Value
Basementc
Wall
R-Value
Slabd
R-Value
& Depth
Crawl Spacec
Wall R-Value
   5
0.32
0.55
NR
38
20 or 13+5h
13/17
30g
15/19
10, 2 ft
15/19
6
0.30
0.55
NR
49
20 or 13+5h
15/20
30g
15/19
10, 4 ft
15/19
 
   k.   For residential log home building thermal envelope construction requirements see section R402.6.
   Table R402.1.4 Equivalent U-Factors. Delete the rows for climate zones “5 and Marine 4" and “6" and replace with climate zones “5" and “6" as follows:
    TABLE R402.1.4
   EQUIVALENT U-FACTORSa
 
Climate Zone
Fenestration U-Factor
Skylight U-Factor
Ceiling U-Factor
Frame Wall U- Factor
Mass Wall U-Factorb
Floor U- Factor
Basement Wall U- Factor
Crawlspace Wall U- Factor
   5
0.32
0.55
0.030
0.060
0.082
0.033
0.050
0.055
6
0.30
0.55
0.026
0.057
0.060
0.033
0.050
0.055
   R402.4.1 Building thermal envelope. Delete the paragraph and replace with the following:
      1.   Until June 30, 2021, the building thermal envelope shall comply with Section R402.4.1.1 (Installation) and either Section R402.4.1.2 (Testing) or Section 402.4.1.3 (Visual Inspection).
      2.   Effective July 1, 2021, the building thermal envelope of a minimum of twenty percent (20%) of all new single-family homes constructed by each builder shall comply with Section R402.4.1.1 (Installation) and Section R402.4.1.2 (Testing). The authority having jurisdiction may:
         2.1   Determine how to enforce this requirement, starting with the fifth house and continuing with each subsequent fifth house.
         2.2   Waive this requirement if significant testing indicates the five (5) air changes per hour (ACH) requirement is consistently being met or exceeded (resulting in a lower ACH).
         2.3   Grant exceptions to this requirement in rural areas where testing equipment is not available or cost effective.
      3.   Effective July 1, 2021, the building thermal envelope of eighty percent (80%) of all new single-family homes constructed by each builder shall comply with Section R402.4.1.1 (Installation) and either Section R402.4.1.2 (Testing) or Section 402.4.1.3 (Visual Inspection).
      4.   The sealing methods between dissimilar materials shall allow for differential expansion and contraction.
   R402.4.1.1 Installation. Delete paragraph and replace with the following:
      The components of the building thermal envelope as listed in Table R402.4.1.1 shall be installed in accordance with the manufacturer's instructions and the criteria listed in Table R402.4.1.1, as applicable to the method of construction.
   R402.4.1.2 Testing. Delete paragraphs and replace with the following:
      Testing building thermal envelope tightness and insulation installation shall be considered acceptable when tested air leakage is less than five (5) air changes per hour (ACH) when tested with a blower door at a pressure of 33.5psf (50 Pa). Testing shall occur after rough in and after installation of penetrations of the building envelope, including penetrations of utilities, plumbing, electrical, ventilation and combustion appliances. Testing shall be conducted in accordance with RESNET/ICC 380, ASTM E 779 or ASTM E 1827 and reported at a pressure of 0.2-inch w.g. (50 Pascals). During testing:
      1. Exterior windows and doors, fireplace and stove doors shall be closed, but not sealed;
      2. Dampers shall be closed, but not sealed, including exhaust, intake, makeup air, backdraft and flue dampers;
      3. Interior doors shall be open;
      4. Exterior openings for continuous ventilation systems and heat recovery ventilators shall be closed and sealed;
      5. Heating and cooling system(s) shall be turned off;
      6. HVAC ducts shall not be sealed; and
      7. Supply and return registers shall not be sealed.
   Add as a new Section R402.4.1.3 the following:
      R402.4.1.3 Visual inspection. Building envelope tightness and insulation installation shall be considered acceptable when the items listed in Table R402.4.1.1, applicable to the method of construction, are verified. Where required by code official an approved party independent from the installer of the insulation shall inspect the air barrier and insulation.
   Add a new Section 402.6 the following:
      R402.6 Residential log home thermal envelope. Residential log home construction shall comply with Sections 401 (General), 402.4 (Air leakage), 402.5 (Maximum fenestration U-factor and SHGC), 403.1 (Controls), the mandatory sections of Sections R403.3 through R403.9, section R404 (Electrical Power and Lighting Systems), and either 1., 2., or 3. as follows:
      1. Sections 402.2 through 402.3, Section 403.3.1 (Insulation), Section 404.1 (Lighting Equipment) and Table 402.6 (Log Home Prescriptive Thermal Envelope Requirements By Component);
      2. Section 405 (Simulated Performance Alternative); or
      3. REScheck (U.S. Department of Energy Building Codes Program).
   Add a new Table R402.6 as follows:
   TABLE R402.6
   LOG HOME PRESCRIPTIVE THERMAL ENVELOPE REQUIREMENTS BY COMPONENT
For SI: 1 foot = 304.8 mm.
Climate Zone
Fenestratin U-Factora
Skylight U-Factor
Glazed Fenestration SHGC Value
Ceiling R-Value
Min. Average Log Size In Inches
Floor R-Value
Basement Wall R-Valued
Slab R-Value & Depthb
Crawl
Space Wall
R-Valued
Climate Zone
Fenestratin U-Factora
Skylight U-Factor
Glazed Fenestration SHGC Value
Ceiling R-Value
Min. Average Log Size In Inches
Floor R-Value
Basement Wall R-Valued
Slab R-Value & Depthb
Crawl
Space Wall
R-Valued
5, 6 - High efficiency equipment pathc
0.32
0.60
NR
49
5
30
15/19
10, 4 ft.
10/13
5
0.32
0.60
NR
49
8
30
10/13
10, 2 ft.
10/13
6
0.30
0.60
NR
49
8
30
15/19
10, 4 ft.
10/13
a. The fenestration U-factor column excludes skylights. The SHGC column applies to all glazed fenestration.
b. R-5 shall be added to the required slab edge R-values for heated slabs.
c. 90% AFUE natural gas or propane, 84% AFUE oil, or 15 SEER heat pump heating equipment (zonal electric resistance heating equipment such as electric base board electric resistance heating equipment as the sole source for heating is considered compliant with the high efficiency equipment path).
d. "15/19" means R-15 continuous insulated sheathing on the interior or exterior of the home or R-19 cavity insulation at the interior of the basement wall. "15/19" shall be permitted to be met with R-13 cavity insulation on the interior of the basement wall plus R-5 continuous insulated sheathing on the interior or exterior of the home. "10/13" means R-10 continuous insulated sheathing on the interior or exterior of the home or R-13 cavity insulation at the interior of the basement wall.
 
   R403.5.3 Hot water pipe insulation (Prescriptive). Delete the paragraph and replace with the following:
      R403.5.3 Hot water pipe insulation (Prescriptive). Insulation for hot water piping with a thermal resistance, R-value, of not less than R-3 shall be applied to the following:
      1.   Piping serving more than one (1) dwelling unit.
      2.   Piping located outside the conditioned space.
      3.   Piping located under a floor slab.
      4.   Buried piping.
      5.   Supply and return piping in recirculation systems other than demand recirculation systems.
   R404.1 (N1104.1) Lighting equipment (Mandatory). Delete the paragraph and replace with the following:
      A minimum of seventy-five percent (75%) of the lamps in permanently installed lighting fixtures shall be high-efficacy lamps or a minimum of seventy-five percent (75%) of the lamps in permanently installed lighting fixtures shall contain only high efficacy lamps.
   R406.3 Energy Rating Index. Delete the paragraphs and replace with the following:
      The Energy Rating Index (ERI) shall be determined in accordance with RESNET/ICC 301. Energy used to recharge or refuel a vehicle used for transportation on roads that are not on the building site shall not be included in the ERI reference design or the rated design.
   Delete Table R406.4 and replace with new Table R406.4 as follows:
   Table R406.4 Maximum Energy Rating Index
 
Climate Zone
Energy Rating Indexa
5
68
6
68
 
      a Where on-site renewable energy is included for compliance using the ERI analysis of section R406.4, the building shall meet the mandatory requirements of section R406.2, and the building thermal envelope shall be greater than or equal to the levels of efficiency and SHGC in Table R402.1.2 or Table R402.1.4 of the 2015 International Energy Conservation Code.
(Ord. 592, 8-2-2005; amd. Ord. 578, 11-13-2007; amd. Ord. 725, 5-5-2009; amd. Ord. 781, 5-17-2011; amd. Ord. 817, 1-7-2014; amd. Ord. 836, 1-6-2015; amd. Ord. 879, 2-13-2018; amd. Ord. 919, 2-16-2021; amd. Ord. 984, 10-22-2024)

7-2-9: ADA COUNTY AMENDMENTS TO THE 2018 INTERNATIONAL WILDLAND-URBAN INTERFACE CODE:

The International Wildland-Urban Interface Code, 2018 edition, as adopted, is hereby amended as follows:
   A.   Chapter 1 "Scope and Administration" is amended as follows:
   101.1 Title. Replace bracketed "[]" text with the following: "Ada County."
   101.2 Scope. Amend section as follows:
      The provisions of this code shall apply to the construction, alteration, movement, repair, maintenance and use of any building, structure or premises that require an Ada County building permit within the wildland-urban interface areas in this jurisdiction.
      Buildings or conditions in existence at the time of the adoption of this code are allowed to have their use or occupancy continued, if such condition, use or occupancy was legal at the time of the adoption of this code, provided such continued use does not constitute a distinct danger to life or property.
      Buildings or structures moved into or within the jurisdiction shall comply with the provisions of this code for new buildings or structures.
   103.1 Creation of enforcement agency. Replace bracketed "[]" text with the following: "Department of Building Safety."
   103.2 Appointment. Delete sentence and replace with the following:
      The building official appointed by the County shall be the code official for purposes of enforcing this code.
   104.3 Liability of the code official. Delete section in its entirety.
   106.1 General. Delete paragraph and replace with the following:
      Ada County Code, Title 7, Chapter 1 establishes the Ada County Building Board of Appeals. All appeals shall be heard pursuant to Ada County Code, Title 7, Chapter 1.
   107.3 Work exempt from permit. Amend as follows:
      Unless otherwise provided in the requirements of the International Building Code, a permit shall not be required for the following:
      1. One-story detached accessory buildings used as tool and storage sheds, playhouses and similar uses, provided the floor area does not exceed two hundred (200) square feet (18.58 m2) and the structure is located more than fifty (50) feet (15,240 mm) from the nearest adjacent structure.
      2. Fences not over six (6) feet (1829 mm) high.
      Exemption from the permit requirements of this code shall not be deemed to grant authorization for any work to be done in any manner in violation of the provisions of this code or any other laws or ordinances of this jurisdiction.
      The code official is authorized to stipulate conditions for permits. Permits shall not be issued when public safety would be at risk, as determined by the code official.
   109.4.7 Violation penalties. Delete paragraph and add the following:
      Violations of the provisions or requirements of this code shall be subject to the penalties as set forth in Ada County Code, Title 7, Chapter 2.
   112.1 Fees. Delete sentence and replace with the following:
      Fees and permits required under this code shall be part of a validly issued Ada County Building Permit.
   112.5 Refunds. Delete sentence and replace with the following:
      Refunds may be issued as part of a refund of an Ada County Building Permit.
   114.4 Failure to comply. Delete paragraph and replace with the following:
      Any person who shall continue any work after having been served with a stop work order, except such work as that person is directed to perform to remove a violation or unsafe condition, shall be subject to the penalties as set forth in Ada County Code, Title 7, Chapter 2. (Ord. 781, 5-17-2011; amd. Ord. 817, 1-7-2014; amd. Ord. 836, 1-6-2015; amd. Ord. 879, 2-13-2018; amd. Ord. 919, 2-16-2021)

7-2-10: ADA COUNTY AMENDMENTS TO THE 2018 INTERNATIONAL SWIMMING POOL AND SPA CODE:

The International Swimming Pool and Spa Code, 2018 edition, as adopted, is hereby amended as follows:
   A.   Chapter 1 “Scope and Administration” is amended as follows:
   101.1 Title. Replace bracketed “[]” text with the following: “Ada County.”
   103.2 Appointment. Delete sentence and replace with the following:
      The building official appointed by the County shall be the code official for purposes of enforcing this code.
   103.4 Liability of the code official. Delete section in its entirety.
   105.3 Construction documents. Amend the paragraph as follows:
      Construction documents, engineering calculations, diagrams and other such data shall be submitted in one complete set in digital format with each application for a permit. The code official shall require construction documents, computations and specifications to be prepared and designed by a registered design professional where required by state law. Construction documents shall be drawn to scale and shall be of sufficient clarity to indicate the location, nature and extent of the work proposed and show in detail that the work conforms to the provisions of this code.
   105.6 Fees. Delete sentence and replace with the following:
      Fees required under this code shall be part of a validly issued Ada County Building Permit.
   105.6.2 Fee Schedule. Delete section.
   105.6.3 Refunds. Delete the section paragraphs and replace with the following:
      Refunds may be issued as part of a refund of an Ada County Building Permit.
   107.4 Violation penalties. Delete paragraph and add the following:
      Violations of the provisions or requirements of this code shall be subject to the penalties as set forth in Ada County Code, Title 7, Chapter 2.
   Section 108 Means of appeal. Delete section in its entirety and replace with new section 108 as follows:
      SECTION 108 MEANS OF APPEAL
      108.1 General. Ada County Code, Title 7, Chapter 1 establishes the Ada County Building Board of Appeals. All appeals shall be heard pursuant to Ada County Code, Title 7, Chapter 1. (Ord. 919, 2-16-2021)

7-2-11: ADA COUNTY AMENDMENTS TO THE 2018 INTERNATIONAL EXISTING BUILDING CODE:

   101.1 Title. Replace bracketed “[]” text with the following: “Ada County.”
   103.2 Appointment. Delete sentence and replace with the following:
      The building official appointed by the County shall be the code official for purposes of enforcing this code.
   104.8 Liability. Delete section in its entirety.
   105.2.1 Construction documents. Amend the paragraph as follows:
      Construction documents, engineering calculations, diagrams and other such data shall be submitted in one complete set in digital format with each application for a permit. The code official shall require construction documents, computations and specifications to be prepared and designed by a registered design professional where required by state law. Construction documents shall be drawn to scale and shall be of sufficient clarity to indicate the location, nature and extent of the work proposed and show in detail that the work conforms to the provisions of this code.
   108 Fees. Delete sentence and replace with the following:
      Fees required under this code shall be part of a validly issued Ada County Building Permit.
   108.2 Fee Schedule. Delete section.
   108.6 Refunds. Delete the section paragraphs and replace with the following:
      Refunds may be issued as part of a refund of an Ada County Building Permit.
   Section 112 Board of appeals. Delete section in its entirety and replace with new section 108 as follows:
      SECTION 112 BOARD OF APPEALS
      108.1 General. Ada County Code, Title 7, Chapter 1 establishes the Ada County Building Board of Appeals. All appeals shall be heard pursuant to Ada County Code, Title 7, Chapter 1.
   113.4 Violation penalties. Delete paragraph and add the following:
      Violations of the provisions or requirements of this code shall be subject to the penalties as set forth in Ada County Code, Title 7, Chapter 2. (Ord. 919, 2-16-2021)

7-2-12: PENALTIES:

   A.   Violation A Misdemeanor: Each violation of this chapter shall be a misdemeanor. Each day that work continues after notification of violation shall constitute a separate offense, and each violation shall be punishable as provided in Idaho Code section 18-113 as it may from time to time be amended and/or retitled.
   B.   Remedies: In the event any action is taken or any construction or use commenced in violation of the regulations of this chapter, the County, in addition to other remedies, may institute any appropriate action or proceeding to prevent such unlawful action or construction to restrain, correct, or abate such violation, or to prevent any illegal act, conduct, business, or use. (Ord. 781, 5-17-2011; amd. Ord. 817, 1-7-2014; amd. Ord. 919, 2-16-2021)

7-3-1: DEFINITIONS:

As used in this chapter:
BOARD OF COUNTY COMMISSIONERS: The Ada County board of county commissioners.
BUILDING PERMIT: A building permit as described in the Ada County building code.
SERVICE: Providing, attaching or hooking up to any building, mobile home or other structure any line or pipe, which line or pipe is intended to provide any of the following services: telephone, gas, electricity, water or sewage disposal.
UTILITY: Any public or private corporation or company which supplies the public or a group of individuals with the following commodity, service or both: telephone, gas, electricity, water, or sewage disposal.
ZONING CERTIFICATE: A zoning certificate as described by section 8-7-1 of this code. (Ord. 73, 4-27-1977)

7-3-2: ZONING CERTIFICATE OR BUILDING PERMIT REQUIRED:

It shall be unlawful for a utility to provide any service to any building, mobile home or other structure outside the limits of any incorporated city in Ada County until such utility has been furnished with a copy of the zoning certificate which has been issued for such building, mobile home or other structure; provided that, for a dwelling or mobile home in a recorded subdivision for dwellings or mobile homes zoned medium low density residential zone, medium density residential - mobile home zone, medium high density residential zone, estate residential zone, and low density residential zone, only a building permit which is, in itself, contingent upon proper zoning need be acquired for a utility to provide any services.
When a zoning certificate or building permit is issued pursuant to the Ada County zoning ordinance or the building code, the issuer shall furnish to the successful applicant copies in an amount sufficient for said successful applicant to furnish all utilities with a copy. (Ord. 73, 4-27-1977)

7-3-3: PENALTIES:

Each violation of this chapter shall be a misdemeanor and shall be punishable as provided in section 18-113, Idaho Code as it may from time to time be amended and/or retitled. The procedure on violations of this chapter shall be that procedure set out in section 7-2-10 of this title. However, said remedies shall not exclude any other remedies herein or otherwise provided. (Ord. 73, 4-27-1977; amd. Ord. 603, 1-30-2006)

7-4-1: DEFINITIONS:

INSTALLATION: Any installing, reinstalling, servicing, repairing, constructing, or removing of an underground util ity.
PERSON: Includes any corporation, municipality, association, agent, enterprise or individual.
PUBLIC RIGHT OF WAY: Includes any public highway, street, road, alley, sidewalk or easement within Ada County.
UNDERGROUND UTILITY: Includes sanitary sewers, storm sewers, water mains, gas mains, electric and communication cables.
UTILITY COMPANY: Any entity, corporation, municipality or other person installing, reinstalling, servicing, repairing, constructing, or removing any underground utility.

7-4-2: AUTHORITY TO INSTALL:

   A.   The Ada County Highway District shall have authority to receive applications for and issue permits for the installation of underground utilities within the public right of way.
   B.   The Ada County Highway District shall have authority to formulate rules, regulations and standards concerning the application for permits, issuance of permits, locations of installations, inspection and control of installations, special utility easements and liability of utility companies. Determination of such rules, regulations and standards shall be in keeping with the best interests of public access to underground utilities in the public right of way, traffic control, types of public rights of way involved and in the interest of the public health, welfare and safety.

7-4-3: PERMIT REQUIRED:

No person shall begin the installation of any underground utility in a public right of way without first having made application for and having been issued a valid permit. (Ord. 44, 9-30-71)

7-5-1: EMBLEM, STICKER TO BE DISPLAYED:

   A.   The county assessor, or his deputy, after having assessed a mobile home located in Ada County, shall furnish to the owner or occupant of said mobile home an emblem or a sticker, which emblem or sticker shall be printed and furnished at county cost, to the owner or occupant of said mobile home or shall affix said emblem or sticker to said mobile home, and said emblem or sticker shall be affixed so that it shall be visible from the public roadway, and said emblem or sticker shall designate the said mobile home has been assessed for that year.
   B.   It shall be unlawful and punishable as a misdemeanor as provided by Idaho Code, section 18-113 as it may from time to time be amended and/or retitled, for any person to occupy or own a mobile home in Ada County for a continuous period in excess of seventy two (72) hours without having displayed, as described in subsection A of this section, the emblem or sticker therein described. (Ord. 45, 10-12-1971, eff. 1-1-1972; amd. Ord. 603, 1-30-2006)