Loading...
HomeMy WebLinkAbout023 - 04/05/2022 - AMENDING CITY CODE FOR THE PURPOSE OF REPEALING THE 2018 INTERNATIONAL RESIDENTIAL CODE AND ADOPTINGORDINANCE NO. 023, 2022 OF THE COUNCIL OF THE CITY OF FORT COLLINS AMENDING CHAPTER 5, ARTICLE II, DIVISION 2 OF THE CODE OF THE CITY OF FORT COLLINS FOR THE PURPOSE OF REPEALING THE 2018 INTERNATIONAL RESIDENTIAL CODE AND ADOPTING THE 2021 INTERNATIONAL RESIDENTIAL CODE, WITH AMENDMENTS WHEREAS, since 1924, the City has reviewed, amended and adopted the latest nationally recognized building standards available for the times; and WHEREAS, upon recommendation of City staff, the City Council has determined that it is in the best interests of the City to align nine interconnected basic construction codes under one publication year; and WHEREAS, the nine interconnected basic construction codes are the International Building Code, International Residential Code, International Mechanical Code, International Fuel Gas Code, International Energy Conservation Code, International Property Maintenance Code, International Swimming Pool and Spa Code, International Existing Building Code, and the International Plumbing Code to the extent adopted by the Colorado Plumbing Code; and WHEREAS, the City Council has determined that the 2021 publication year of the nine interconnected basic construction codes should be adopted and that any counterpart International codes previously adopted should be repealed, both to align the publication years of the codes and because the 2021 publications contain improvements in construction code regulation; and WHEREAS, City staff has conducted a significant public outreach program, working with the regulated construction industry and building professionals; and WHEREAS, the adoption of the nine interconnected basic construction codes has been presented to community groups and feedback has been received from the Water Commission, Energy Board, Commission on Disability, Natural Resource Advisory Board, Poudre Fire Authority Board, Building Review Commission, Affordable Housing Board, and Air Quality Advisory Board; and WHEREAS, the City Council has determined that it is in the best interest of the health, safety and welfare of the City and its residents that the 2021 International Residential Code be adopted, with local amendments as set forth in this Ordinance; and WHEREAS, pursuant to the City Charter, Article II, Section 7, City Council may enact any ordinance which adopts a code by reference in whole or in part provided that before adoption of such ordinance the Council hold a public hearing thereon and that notice of the hearing shall be published twice in the newspaper of general circulation published in the City, with one of such publications occurring at least eight (8) days preceding the hearing and the other publication occurring at least fifteen (15) days preceding the hearing; and WHEREAS, in compliance with City Charter, Article II, Section 7, the City Clerk published in the Fort Collins Coloradoan such notice of hearing concerning adoption of the 2021 International Codes on January 30, 2022, and February 6, 2022; and WHEREAS, attached as Exhibit "A" and incorporated herein by reference is the Notice of Public Hearing dated January 24, 2022, that was so published and which the Council hereby finds meets the requirements of Article II, Section 7 of the City Charter. NOW, THEREFORE, BE IT ORDAINED BY THE COUNCIL OF THE CITY OF FORT COLLINS as follows: Section 1. That the City Council hereby makes and adopts the determinations and findings contained in the recitals set forth above. Section 2. The City Council hereby repeals the 2018 International Residential Code ("IRC") and hereby adopts the 2021 IRC as amended by this Ordinance. Section 3. That Section 5-26(d) of the Code of the City of Fort Collins is hereby amended as to read follows: (d) Pursuant to the power and authority conferred on the City Council by C.R.S. § 31-16-202 and Article II, Section 7 of the Charter, the City Council has adopted the 2021 International Residential Code published by the International Code Council, as amended by the City, which shall have the same force and effect as though set forth in full herein. The subject matter of the International Residential Code adopted herein includes comprehensive provisions and standards for the protection of the public health and safety by prescribing regulations governing the construction, alteration, enlargement, relocation, replacement, repair, equipment, use and occupancy, location, removal and demolition of, and its applicability is hereby limited to, individual nonattached one- and two-family dwellings and multiple single-family dwellings (townhouses) not more than three (3) stories above grade in height with a separate means of egress, and their accessory structures. As provided in the 2021 International Residential Code, Appendices are not adopted except as expressly set forth in Section 5-30. Section 4. That Section 5-30 of the Code of the City of Fort Collins is hereby repealed and reenacted to read as follows: See. 5-30. Amendments and Deletions to the 2021 International Residential Code. The 2021 International Residential Code adopted in Section 5-26 is hereby amended to read as follows: 1. Section R141.1 Title is hereby amended to read as follows: R101.1 Title. These provisions shall be known as the Residential Code for One- and Two-family Dwellings of the City of Fort Collins and shall be cited as such and will be referred to herein as "this code." 2 2. Section R102.4 Referenced codes and standards is hereby amended to read as follows: R102.4 Referenced codes and standards. The codes and standards referenced in this code shall be those that are listed in Section 101.4 of the adopted International Building Code, entitled "Referenced Codes," and shall be considered part of the requirements of this code to the prescribed extent of each such reference and as further regulated in Sections R 102.4.1 and R102.4.2. Exception: Where enforcement of a code provision would violate the conditions of the listing of the equipment or appliance, the conditions of the listing and manufacturer's instructions shall apply." 3. Section R103 DEPARTMENT OF BUILDING SAFETY is hereby deleted in its entirety and replaced with the following: SECTION R103 CODE ADMINISTRATION R103.1 Entity charged with code administration shall be as determined in accordance with Section 103 of the adopted International Building Code, entitled "CODE ADMINISTRATION." 4. Section R105.2 Work exempt from permit, Building is amended to read as follows; however, the subsections for Electrical, Gas, Mechanical and Plumbing are retained in their entirety: R105.2 Work exempt from permit. Exemption from 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. Permits shall not be required for the following: R105.2 Building: I . Other than storm shelters, one-story detached accessory structures for lawn and garden equipment storage, tool storage and similar uses, including arbors, pergolas, and similar structures, provided that the floor area does not exceed 120 square feet (11.15 m2) or 8 feet (2.438 m) in height, do not house flammable liquids in quantities exceeding 10 gallons (38 L) per building, and the structures are located at least 3 feet (0.914 m) from an adjoining property line. 2. Fences not over 6 feet (1829 mm) high. 3. Retaining walls that are not over 4 feet (1219 mm) in height measured from the low side grade to the top of the wall, unless supporting a surcharge, 3 provided that the horizontal distance to the next uphill retaining wall is at least equal to the total height of the lower retaining wall. 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 less than 24 inches (610 mm) deep. 8. Swings and other playground equipment, or playhouse/play structures not exceeding 120 square feet (IL 15 m2), including no more than one elevated playhouse or play structure per lot designed, and said equipment or structure is used exclusively for play. Elevated playhouses or play structures shall not exceed 64 square feet (5.9 mZ) of floor area nor 6 feet (1.82 m) in height measured from the floor to the highest point of such structure. 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. Storm window, storm door and rain gutter installation except that, for structures that are fifty years of age or older, historic review pursuant to Chapter 14 of the City Code first must be completed. 10. Decks not exceeding 200 square feet (18.58m2) in area, that are not more than 30 inches (762 mm) above grade at any point, are not attached to a dwelling and do not serve the exit door required by Section R311.4. 11. Roofing repair or replacement work not exceeding one square (100 square feet) of covering per building. 12. Replacement of nonstructural siding that is not part of a fire -rated assembly when removal of siding is performed in accordance with State laws regarding asbestos and lead paint except that, for structures fifty years of age or older, historic review pursuant to Chapter 14 of the City Code first must be completed. 13. Shade cloth structures constructed for nursery or agricultural purposes, not including service systems. Hoop houses not for public use that are constructed with a flexible frame such as PVC tubing used for starting plants. 5. Section R145.3.2 Time limitation of application is hereby amended to read as follows: 4 R105.3.2 Time limitation of application An application for a permit for any proposed work shall be deemed to have been abandoned 180 days after the date of filing unless such application has been pursued in good faith or a permit has been issued; except that the building official is authorized to grant one or more extensions of time for additional periods not exceeding 180 days each. The extension shall be requested in writing and justifiable cause demonstrated. Applications which have expired for 30 days or more will be considered void, unless the building official determines, in their reasonable discretion, that an extension of no more than 180 days should be allowed due to conditions beyond the applicant's control. 6. Section R105.5 Expiration is hereby amended by adding a second paragraph to read as follows: R105.5 Expiration. Every permit issued shall become invalid unless the work authorized by such permit is commenced within 180 days after its issuance or after commencement of work if more than 180 days pass between inspections. The building official is authorized to grant, in writing, one or more extensions of time, for periods not more than 180 days each. The extension shall be requested in writing and justifiable cause demonstrated. Both prior to and subsequent to the effective date of this code, any work authorized by a permit regulated by this code or any other building construction code administered by the building official that involves the construction or alteration of an exterior building component, assembly or finish material, such as the foundation, wall and roof framing, sheathing, siding, fenestration, and roof covering, shall be fully finished and completed for permanent outdoor exposure within 24 months of date of this issuance of such permit. 7. Anew Section R105.10 Premises Identification is hereby added to read as follows: R105.10 Premises Identification During Construction. The approved permit number and street address number shall be displayed and plainly visible and legible from the public street or road fronting the property on which any new building is being constructed. 8. Anew Section R105.11 Transfer of permits is hereby added to read as follows: R105.11 Transfer of permits. A current valid building permit may be transferred from one party to another upon written application to the building official with consent of both parties. When any changes are made to the original plans and specifications that substantially differ from the plans submitted with the permit, as determined by the building official, a new plan review fee shall be paid as calculated in accordance with Section R 108. A fee of $50 shall be paid to cover administrative costs for all building permit transfers. No change shall be made in the expiration date of the original permit. 9. Section R106.1.4 Information for construction in flood hazard areas is hereby 5 deleted its entirety and replaced with the following: R106.1.4 Information for construction in flood hazard areas. For buildings or structures regulated under the scope of this code that are in whole or in part located in flood hazard areas, construction documents shall be submitted in accordance with the City Code, Chapter 10, entitled "Flood Prevention and Protection." 10. Anew Section R106.1.6 Grading performance plans and certificate is hereby added to read as follows: R106.1.6 Grading performance plans and certificate. Every building permit application for a new building regulated by this code shall be accompanied by a site drainage/grading performance plan as prescribed by City standards. Drainage plans shall be submitted to and approved by the City's Stormwater Utility prior to the issuance of a permit. 1 I . Section R106.3.1 Approval of construction documents is hereby amended to read as follows: R106.3.1 Approval of construction documents. Where the building official issues a permit, the construction documents shall be approved in writing or by a stamp indicating the approved permit number. One set of construction documents so reviewed shall be retained by the building official. The other set shall be returned to the applicant, shall be kept at the site of work and shall be open to inspection by the building official or a duly authorized representative. 12. SECTION R108 FEES is hereby deleted in its entirety and replaced with the following: SECTION R108 FEES R108.1 Fees. All items relating to fees shall be as specified in Section 109 of the adopted International Building Code, entitled "FEES." 13. Anew Section R109.1.7 Site Survey required is hereby added to read as follows: R109.1.7 Site Survey required. A survey or improvement location certificate of the site on which a new building or addition is to be constructed may be required by the building official to verify that the structure is located in accordance with the approved plans and any other regulations of the City. 14. Section R110.2 Change in use is hereby amended to read as follows: R110.2 Change in use. Changes in the character, use and/or occupancy classification (See Chapter 3 of International Building Code) of an existing structure shall not be made except as specified in Sections 506 and 507 of the International Existing Building R Code, approved by the building official and the structure is in conformance with this code and the Building Code enacted by the City. 15. SECTION R112 BOARD OF APPEALS is hereby deleted in its entirety and replaced with the following: R112 BOARD OF APPEALS R112.1 General. Appeals of decisions, determinations and interpretations of this code shall be made pursuant to applicable provisions as set forth in Section 113 of the adopted International Building Code, entitled "MEANS OF APPEALS." 16. Section R113.4 Violation penalties is hereby amended to read asfollows: R113.4 Violation penalties. 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, commits a civil infraction and is subject to the provisions contained in § 1-15 of the City Code. Each day that a violation continues shall be deemed a separate offense. 17. A new Section R113.5 Work commencing before permit issuance is hereby added to read as follows: R113.5 Work commencing before permit issuance. In addition to penalties set forth in R113.4, any person or firm who, before obtaining the necessary permit(s), commences any construction of, or work on, a building, structure, electrical, gas, mechanical or plumbing system that is not otherwise exempted from obtaining a permit, may be subject to a stop work order and a work without a permit fee in addition to the required permit fee as established by the building official. 18. SECTION R202 DEFINITIONS is hereby amended to modify, or add, in alphabetical order, the following definitions: BASEMENT. That portion of a building located partly or completely below grade, wherein the underside of the floor system immediately above is 72 inches (1829 mm) or more above the surface of an approved permanent basement floor system. CITY shall mean the municipal corporation of Fort Collins, Colorado, including its physical location and boundaries. CRAWLSPACE. That portion of a building that is conditioned or non -conditioned space located partly or completely below grade (excluding the under -floor space beneath below -grade structural floor systems), wherein the underside of the adjacent finished floor above is less than 72 inches (1829 mm) above the bottom surface of such 7 crawlspace. DOWN DIRECTIONAL LUMINAIRE. Down directional luminaire lighting directs light straight down from the fixture. DWELLING. Shall mean a building used exclusively for residential occupancy and for permitted accessory uses, including single-family dwellings, two-family dwellings and multi -family dwellings. The term dwelling shall not include hotels, motels, homeless shelters, seasonal overflow shelters tents or other structures designed or used primarily for temporary occupancy. Any dwelling shall be deemed to be a principal building. DWELLING UNIT. Shall mean one or more rooms and a single kitchen and at least one bathroom, designed, occupied or intended for occupancy as separate quarters for the exclusive use of a single family for living, cooking and sanitary purposes, located in a single-family, two-family or multi -family dwelling or mixed-usebuilding. FLOOR AREA. The area included within the surrounding exterior walls of a building or portion thereof, exclusive of vent shafts and courts. The floor area of a building, or portion thereof, not provided with surrounding exterior walls shall be the usable area under the horizontal projection of the roof or floor above. FULLY SHIELDED LUMINAIRE. A light fixture that has a solid barrier (cap) at the top of the fixture in which the lamp (bulb) is located. The fixture is angled so the lamp is not visible below the barrier (no light visible below the horizontal angle). ROOM, SLEEPING (BEDROOM). A habitable space within a dwelling or other housing unit designed primarily for the purpose of sleeping. The presence of a bed, cot, mattress, convertible sofa or other similar furnishing used for sleeping purposes is indicia for determining that such space or room qualifies as a sleeping room. The presence of closets and similar storage facilities is not considered a relevant factor in determining whether or not a room is a sleeping room. SITE. A parcel of land bounded by a property line or a designated portion of a public right-of-way. TOWNHOUSE: A single-family dwelling unit constructed in a group of two or more attached individual units, each of which is separated from the other from the foundation to the roof and is located entirely on a separately recorded and platted parcel of land (site) bounded by property lines that is deeded exclusively for such single-family dwelling. VISITABILITY: A measure of a residence's ease of access for persons with disabilities. 19. Section 301.1.3 Engineered Design is hereby amended to read as follows: 9 R301.1.3 Engineered design. When a building of otherwise conventional light -frame construction contains structural elements not conforming to this code, these elements shall be designed in accordance with accepted engineering practice. The extent of such design need only demonstrate compliance of nonconventional elements with other applicable provisions and shall be compatible with the performance of the conventional framed system. Engineered design in accordance with the Building Code enacted by the City, is permitted for all buildings, structures, and portions thereof, included in the scope of this code. 20. Table R301.2 Climatic and Geographic Design criteria, the table is amended to read as follows. The thermal design parameters in Table R301.2 shall be used for mechanical load calculations and designs. 9 a w H K U t7 N W N 0 U ira a cc ao �w 0 O Z a U F a U aw e J e W m W U' Z X pq K Q W N O on Z m Y O Woww 4Q4— p op �P op J J w } b 5 T 93 w 0 U _z K H N E G Lu b g L o °v c 0 � N W 4 z u P m a > O O �+ y m o U F q NV K2 O N n c , p O N ro •a0 N O Z ca 2 ra U 3 0 0 Cm 'O z m W V) 0 O 3 Ca Z u Ole Z 0 O L a o d aWE z ZJ c U' w Q a Q 2021 INTERNATIONAL RESIDENTIAL CODE® BUILDING PLANNING .o c c � � o o — c G U � L T IR —16 0 _ a ao r� s o c z uS m u .o .o w o Q m r -- 7 � rie a � 9 V P� b �.° �'+`" E .$ 3 E2 �,°¢ c u: •o�.��.c N, '.dam a a c u E w o � ¢.c_ '- E EG, ON m +'., o Q O W .+ 7 r� W zn O" O .� w '6 O z a r,.y ... c .� m G a az urow �w os-' °A C V o •� .� .o Rvi .� .0 .` ar .0 m .� ai r" ar .� m �_ 'J U W `o'�`o�o^-d ,-. o ❑ .—. w e 3.3 pullm1:6 Copyright 0202O ICC. ALL NIGH TS RESIRRVM Assesse dby Russell Hovlantl (russhovlQMnall.com], (City of POM Collins] Ortler Number #101122162 on ]ul 22, 2021 02.9R PM [PDT] pursuant to Llsense Ageemet[ L,ICC. No fwtherreprod,,E.Tno further reprodurtlons by any lb,,d party, or distributiona,ffi.... d.Simoe user only,copying and networking prohibited. ANY DNADTH OR] ZED REPRODU 71ON O R DISTRIEIIT ION IS A VIOLATION OF THE FEDERAL COPYRIGHT A 7 AND THE LICENSE AGREEMENT, AND SUEJ27 TO CIVIL AND CRIMINAL PENALTIES THEREUNDER. 10 21. Section R302.2 Townhouses is hereby amended to read as follows: R302.2 Townhouses. Townhouses shall be provided with a fire -suppression system in accordance with Section P2904 of this code, NFPA 13D, or other approved equivalent sprinkler system. Walls separating townhouse units shall be constructed in accordance with section R302.2.1 or R302.2.2. 22. Section R302.2.3 Continuity is hereby amended to read as follows: R302.2.3 Continuity. The fire -resistance -rated common wall or assembly separating townhouses units along property lines shall be continuous from the foundation to the underside of the roof sheathing, deck or slab. The fire -resistance rating shall extend the full length of the wall or assembly, including wall extensions through and separating attached and/or enclosed accessory structures or spaces. The fire -resistance -rating shall be maintained within concealed spaces of projecting elements such as, roof overhangs, canopies, marquees and similar projections. The fire-resistant rated adjoining walls shall extend to the outer edge of horizontal projecting elements such as balconies that extend more than 24 inches beyond the exterior wall. 23. Section R302.3 Two-family dwellings is hereby amended to read asfollows: R302.3 Two-family dwellings. Two-family dwellings shall be provided with a fire - suppression system as per P2904 at a minimum. Dwelling units in two-family dwellings shall be separated from each other by wall and/or floor assemblies having not less than a one -hour fire -resistance rating when tested in accordance with ASTM E 119 or UL 263 or Section 703.2.2 of the International Building Code. Such separation shall be provided regardless of whether a lot line exists between the two dwelling units or not. Fire -resistance -rated floor/ceiling and wall assemblies shall extend to and be tight against the exterior wall, and wall assemblies shall extend from the foundation to the underside of the roof sheathing. Exceptions: 1. A fire -resistance rating of 1/2 hour shall be permitted in buildings equipped throughout with an automatic sprinkler system installed in accordance with Section P2904. 2. Wall assemblies need not extend through attic spaces where the ceiling is protected by not less than 5/8-inch (15.9 mm) Type X gypsum board, an attic draft stop constructed as specified in Section R302.12.1 is provided above and along the wall assembly separating the dwellings and the structural framing supporting the ceiling is protected by not less than 1/2- inch (12.7 mm) gypsum board or equivalent. 24. Section R308.4.7 Glazing adjacent to the bottom stair landing is hereby amended to read as follows (Figure R308.4.7 is retained): R308.4.7 Glazing adjacent to stair landings. Glazing adjacent to stair landings where the glazing is less than 36 inches (914 mm) above the landing and within a 60-inch (1524 mm) horizontal arc less than 180 degrees (3.14 rad) from the top or bottom tread nosing shall be considered a hazardous location. (See Figure R308.4.7.) Exception: Where the glazing is protected by a guard complying with Section R312 and the plane of the glass is more than 18 inches (457 mm) from the guard. 25. Section R310.1 Emergency escape and rescue opening required is hereby amended to read as follows: R310.1 Emergency escape and rescue opening required Basements, habitable attics, habitable lofts and mezzanines, and every sleeping room shall have not less than one operable emergency escape and rescue opening. Where basements contain one or more sleeping rooms, an emergency escape and rescue opening shall be required in each sleeping room. Emergency escape and rescue openings shall open directly into a public way, or to a yard or court having a minimum width of 36 inches (914 mm) that opens to a public way. Exceptions: 1. Storm shelters and basements used only to house mechanical equipment not exceeding a total floor area of 200 square feet (18.58 m2). 2. A yard shall not be required to open directly into a public way where the yard opens to an unobstructed path from the yard to the public way. Such path shall have a width of not less than 36 inches (914 mm). 26. Section R310.1.1 Operational constraints and opening control devices is amended to read as follows: R310.1.1 Operational constraints and opening control devices. Emergency escape and rescue openings shall be operational from the inside of the room without the use of keys, tools or special knowledge. 27. Section R310.2.3 Maximum height from floor is amended to read as follows: R310.2.3 Maximum height from floor. Emergency escape and rescue openings shall have the bottom of the clear opening not greater than 44 inches (1118 mm) above the floor. Emergency escape and rescue window openings that are located more than 72 inches (1829 mm) above the finished grade shall have a sill height of not less than 24 inches (609 mm) measured from the finished interior side floor. 28. Section R311.7.5.1 Risers is hereby amended to read as follows: R311,7.5.1 Risers. The riser height shall be not more than 7 3/4 inches (196 mm). The minimum riser height shall be not less than 4 inches (102 mm). The riser height shall be measured vertically between leading edges of the adjacent treads. The greatest riser height within any flight of stairs shall not exceed the smallest by more than 3/8 inch (9.5 mm). Risers shall be vertical or sloped from the underside of the nosing of the tread above at an angle not more than 30 degrees (0.51 rad) from the vertical. At open risers, openings located more than 30 inches (762 mm), as measured vertically, to the floor or grade below shall not permit the passage of a 4-inch-diameter (102 mm) sphere. 29. Section R313.2 One- and two-family dwellings automatic sprinkler systems is amended to read as follows: R313.2 Two-family dwellings automatic fire systems. An automatic residential fire sprinkler system shall be installed in two-family dwellings. Exception: An automatic sprinkler system shall not be required for additions or alterations to existing buildings that are not already provided with a sprinkler system. 30. Section R314.2.2 Alterations, repairs and additions is amended by deleting exception #2. 31. Section R314.4 Interconnection is amended to add an exception to read as follows: R314.4 Interconnection. Where more than one smoke alarm is required to be installed within an individual dwelling unit in accordance with Section R314.3, the alarm devices shall be interconnected in such a manner that the actuation of one alarm will activate all of the alarms in the individual dwelling unit. Physical interconnection of smoke alarms shall not be required where listed wireless alarms are installed and all alarms sound upon activation of one alarm. Exception: Interconnection of smoke alarms in existing areas shall not be required where install would require the removal of interior wall or ceiling finishes, unless there is an attic, crawl space, or basement available to could provide access for interconnection without the removal if interior finishes. 32. Section R315.2.2 Alterations, repairs and additions is hereby amended to read as follows: R315.2.2 Alterations, repairs and additions. Where alterations, repairs or additions requiring a permit occur, or where one or more sleeping rooms are added or created in existing dwellings, the individual dwelling unit shall be equipped with carbon monoxide alarms located as required for new dwellings. 33. Section R320.1 Scope is hereby amended to read as follows: R320.1 Scope. Where there are four or more dwelling units or sleeping units in a single structure, the applicable provisions of C.R.S. § 9-5-101 et. seq., and the provisions of Chapter 11 of the adopted International Building Code for Group R-3 shall apply. Nothing in this Section shall abrogate or otherwise modify an owner's duties or responsibilities under the Americans with Disabilities Act or any other federal law or regulation regarding accessibility. 34. A new Section R320.3 Visitability is hereby added to read as follows: R320.3 Visitability. A new dwelling unit with habitable space on the first story shall designate at least one bathroom group or half bath on the first story that must be designed and constructed to meet the visitability requirements of this section. R320.3.1 Bathrooms within dwelling units. A bathroom group or half bath designated for visitability must have a minimum clear opening of 30 inches. R320.3.2 Wall reinforcement. A bathroom group or half bath designated for visitability must have reinforced walls that meet the following standards: 1. Lateral two-inch by six-inch or larger nominal wood blocking must be installed flush with stud edges of bathroom walls; and 2. The centerline of the blocking must be 34 inches from and parallel to the interior floor level. Exception: Blocking is not required in the portion of the wall located directly behind the lavatory. R320.3.3 Lighting and environmental controls. Light switches, receptacles and other environmental controls located in a bathroom or a half bath designated for visitability must be no higher than 48 inches above the interior floor level. Receptacles shall be a minimum of 15 inches above the interior floor level. R320.3.4 Visitability routes within the dwelling unit. A bathroom group or half bath designated for visitability must be visitable by a route through the living room, dining room, and kitchen that provides a minimum clear width of 32 inches, and any interior doors on the route must have lever handles. 35. SECTION R322 FLOOD -RESISTANT CONSTRUCTION is hereby deleted in its entirety and amended to read as follows: SECTION R322 FLOOD -RESISTANT CONSTRUCTION R322.1 General. Buildings and structures constructed in whole or in part in flood hazard areas shall be designed and constructed in accordance with the provisions of the City Code, Chapter 10, Flood Prevention and Protection. In riverine flood hazard areas where design flood elevations are specified but floodways have not been designated, the applicant shall demonstrate that the cumulative effect of the proposed buildings and structures on design flood elevations, including fill, when combined with all other existing and anticipated development, will not increase the design flood elevation more than one foot at any point within the City. 36. A new SECTION R331 RESOURCE EFFICIENCY is hereby added to read as follows: SECTION R331 RESOURCE EFFICIENCY R331.1 Construction waste management. For remodels and additions over 2,500 square feet, and for all new buildings, a construction waste management plan acceptable to the building official is required at the time of application for a building permit. The construction waste management plan shall be implemented and conspicuously posted on the construction site. All concrete, asphalt, masonry, wood, metals, and cardboard shall be recycled. All mixed construction and demolition materials (as defined in § 12-16 of the City Code) shall be delivered to any facility identified in and disposed of in accordance with § 12-22(c) of the City Code. Compliance shall be certified by inspection and documentation and signed final construction waste management plans. Substantive changes to the plan shall be subject to prior approval by the building official. All roofing permits are required to submit a final waste management plan and documentation. R331.1.1 Building demolitions. Buildings or portions of buildings that are removed shall be processed in such a way as to safely remove all asbestos and lead paint contaminants. For all demolitions, excluding non-structural demolitions under 1000 square feet a demolition waste management plan acceptable to the building official is required at the time of application for a demolition permit. All metals, asphalt, concrete, and masonry that are free of asbestos and lead paint shall be recycled, and where possible, all remaining materials, such as doors, windows, cabinets, fixtures, and wood, shall be recycled. All mixed construction and demolition materials (as defined in § 12- 16 of the City Code) shall be delivered to any facility identified in and disposed of in accordance with § 12-22(c) of the City Code. Compliance shall be certified by inspection, documentation, and signed final demolition waste management plans. Substantive changes to the plan shall be subject to prior approval by the building official. R331.2 Exterior lighting. All exterior lighting fixtures shall be down directional and fully shielded luminaires and shall have a nominal correlated color temperature (CCT) of no greater than 3000 Kelvin. R331.3 Operations and maintenance. In new buildings, operation and maintenance information addressing all installed systems shall be provided to the building owner. R331.4 Electrical Vehicle Ready. All new single family dwellings with an attached garage or carport shall be provided one continuous 40-amp, 208/240-Volt dedicated branch circuit for electric vehicle supply equipment that is terminated at a receptacle or electric vehicle supply equipment. Exception: In cases where a transformer upgrade is required. 37. Section R401.1 Application is hereby amended to read as follows: R401.1 Application. The provisions of this chapter shall control the design and construction of the foundation and foundation spaces for all buildings. In addition to the provisions of this chapter, the design and construction of foundations in areas prone to flooding shall meet the provisions of Section R322. All foundations shall be designed by a qualified professional licensed in the State of Colorado. Such designs shall be performed in accordance with accepted and approved engineering practices, including considerations for soil load -bearing capacities, surface and subsurface water conditions, adequate foundation and floor drainage, adequate ventilation of enclosed interior foundation spaces, and foundation waterproofing and damp -proofing. Final engineer's reports, indicating their acceptance of the above requirements, shall be submitted to the building official prior to the issuance of the Certificate of Occupancy. Wood foundations shall be designed and installed in accordance with AWC PWF. Exceptions: l . Foundations for non -habitable detached accessory buildings. 2. The provisions of this chapter shall be permitted to be used for wood foundations only in the following situations: a. In buildings that have no more than two floors and a roof. b. When interior basement and foundation walls are constructed at intervals not exceeding 50 feet (15 240 mm). Wood foundations in Seismic Design Category Do, Di or D2 shall be designed in accordance with accepted engineering practice. 38. Anew Section R401.5 Placement of Backfill is hereby added to read as follows: R401.5 Placement of Backfill. The excavation outside the foundation, including utility trenches and excavation ramp, shall be backfilled with soil that is substantially free of organic material, construction debris and cobbles, boulders, and solid soil masses larger than G inches (152 mm) diameter; or of frozen soil. The backfill shall be placed in lifts and compacted as set forth in the engineering documents. The backfill shall be placed in a manner that does not damage the foundation or the waterproofing or damp -proofing material. Excavation ramps shall be backfilled in such a manner that the ramp does not become a conduit for surface water to flow toward the foundation. Where excavations include more than one structure, a specially engineered drainage system may be required by the building official. 39. Section R405.1 Concrete or masonry foundations is hereby amended to read as follows (Table R405.1 is retained in its entirety): R405.1 Concrete or masonry foundations. Drains consisting of piping conforming with ASTM Designation D2729- 89 shall be provided adjacent to the lowest concrete or masonry foundations that retain earth and enclose spaces that are partially or entirely located below grade. Unless perimeter drains are designed to daylight, they shall terminate in sump pits with an electrical power source permanently installed within 36 inches (914 mm) of the sump opening. Piping for sump pumps shall discharge at least 60 inches (1524 mm) away from foundations, or as otherwise approved by the building official. Drains shall be installed in bedding materials that are of such size and installed in such manner to allow ground water to seep into the perimeter drain. Filter fabric or other measures to restrict the passage of fines shall be used to further protect the perimeter drain from blockage. Exception: A drainage system is not required where it has been determined by the engineer of record that the foundation is installed on well -drained ground or sand gravel mixture soils according to the Unified Soil Classification System, Group I Soils, as detailed in Table R405.1. 40. Anew Section R405.3 Landscape irrigation is added to read as follows: R405.3 Landscape irrigation. Landscape irrigation systems, other than drip systems, shall be installed such that the ground surface within 60 inches (1524 mm), measured perpendicular from the foundation, is not irrigated. 41. Section R408.2 Openings for under -floor ventilation is hereby amended to read as follows: R408.2 Underfloor ventilation. Underfloor ventilation shall be provided per Section R408.3 except where high groundwater conditions exist that would require a vented under -floor space ("cold crawl"), ventilation openings through foundation or exterior walls surrounding the under -floor space shall be provided in accordance with this section. The minimum net area of ventilation openings shall be not less than I square foot (0.0929 m2) for each 150 square feet (14 m2) of under -floor area. One ventilation opening shall be within 3 feet (915 mm) of each external corner of the under -floor space. Ventilation openings shall be covered for their height and width with any of the following materials provided that the least dimension of the covering shall not exceed 1/4 inch (6.4 mm), and operational louvers are permitted: I . Perforated sheet metal plates not less than 0.070 inch (1.8 mm) thick. 2. Expanded sheet metal plates not less than 0.047 inch (1.2 mm) thick. 3. Cast-iron grill or grating. 4. Extruded load -bearing brick vents. 5. Hardware cloth of 0.035 inch (0.89 mm) wire or heavier. 6. Corrosion -resistant wire mesh, with the least dimension being 1/8 inch (3.2 mm) thick. Exceptions: 1. The total area of ventilation openings shall be permitted to be reduced to 111,500 of the under -floor area where the ground surface is covered with an approved Class I vapor retarder material. 2. Where the ground surface is covered with an approved Class 1 vapor retarder material, ventilation openings are not required to be within 3 feet (915 mm) of each external comer of the underfloor space provided that the openings are placed to provide cross ventilation of the space. 42. A new Section R408.3.1 Spaces under below -grade floors is hereby added to read as follows: R408.3.1 Spaces under below -grade floors. Mechanical ventilation systems for spaces under below -grade floors shall be designed by a professional engineer and installed in accordance with such designs or a mechanical ventilation system for spaces under below -grade floors shall be provided with an active, fan assisted submembrane depressurization system installed per IRC APPENDIX AF, RADON CONTROL METHODS. In addition, the space above the soil -gas -retarder and below the floor shall be provided with continuously operated mechanical exhaust ventilation at a rate equal to 1 cubic foot per minute for each 50 square feet of under floor area and either mechanical supply air at the same rate, or an air pathway (such as a duct or transfer grille) to the common area that is not located in rooms containing open combustion fuel burning appliances. 43. Section R702.7 Vapor retarders is hereby amended to read as follows: R702.7 Vapor retarders. Vapor retarder materials shall be classified in accordance with Table R702.7(1). A vapor retarder may be provided on the interior side of frame walls of the class indicated in Table R702.7(2), including compliance with Table R702.7(3) or R702.7(4) where applicable. Class I vapor retarders are not allowed on basement foundation walls or any concrete or masonry below grade wall. An approved design using accepted engineering practice for hygrothermal analysis shall be permitted as an alternative. The climate zone shall be determined in accordance with IECC Section R301.1. Exceptions: 1. Construction where accumulation, condensationor freezing of moisture will not damage the materials. 2. A vapor retarder shall not be required in Climate Zones 1, 2 and 3. 44. TABLE R702.7(2) VAPOR RETARDER OPTIONS is amended to read as follows: TABLE R702.7(2) VAPOR RETARDER OPTIONS CLIMATE ZONE VAPOR RETARDER CLASS CLASS Ia CLASS IIa CLASS IIIa Marine 4, 5, 6, 7, 8 Permitted Permitted` Permitted a. Vapor retarders with vapor permeance greater than 1 perm when measured by ASTM E96 water method (Procedure 13) shall be allowed on the interior side of any frame wall. b. Use of a Class 1 interior vapor retarder in frame walls with a Class I vapor retarder on the exterior side shall require an approved design. c. Where a Class it vapor retarder is used in combination with foam plastic insulating sheathing installed as continuous insulation on the exterior side of frame walls, the continuous insulation shall comply with Table R702.7(4) and the Class II vapor retarder shall have a vapor permeance greater than I perm when measured by ASTM E96 water method (Procedure 13). 45. A new Section R703.11.3 Vinyl siding and soffits on new buildings is hereby added to read as follows: Section R703.11.3 Vinyl siding and soffits on new buildings. Vinyl siding and soffits on new buildings shall be installed over one -hour fire -rated assemblies listed for exterior fire exposure, in both the vertical and horizontal plane. 46. A new Section R703.13.2 Insulated vinyl siding and soffits on new buildings is hereby added to read as follows: Section R703.13.2 Insulated vinyl siding and soffits on new buildings. Insulated vinyl siding and soffits on new buildings shall be installed over one -hour fire -rated assemblies listed for exterior fire exposure, in both the vertical and horizontal plane. 47. Section R703.14.1.1 Installation is hereby amended to read as follows: Section R703.14.1.1 Installation. Polypropylene siding on new buildings shall be installed over one -hour fire -rated assemblies listed for exterior fire exposure, in both the vertical and horizontal plane. Polypropylene siding shall be installed over and attached to wood structural panel sheathing with minimum thickness of 7/16 inch (11.1 mm), or other substrate, composed of wood or wood -based material and fasteners having equivalent withdrawal resistance. 48. Section R902.1 Roofing Covering Materials is hereby deleted in its entirety and replaced with the following: R902.1 Roofing covering materials. Except as otherwise allowed, roofs shall be covered with materials listed as Class A and with materials as set forth in Sections R904 and R905. Classes A, B and C roofing required to be listed by this section must be tested in accordance with UL 790 or ASTM E 108. Roof assemblies with coverings of brick, masonry, slate, clay or concrete roof tile, exposed concrete roof deck, ferrous or copper shingles or sheets, and metal sheets and shingles, shall be considered Class A roof coverings. Exception: Any Class B or Class C roof covering may be applied on any new construction that is added to an existing building, provided the roof extremities of such existing building and new construction are located a minimum distance of 5 feet (1.524 m) from the nearest adjacent property line and are a minimum distance of 10 feet (3.048 m) from another building. 49. In Section R905.1.2 Ice barriers is retained in its entirety, and a new Exception #2 is hereby added to read as follows: Exceptions: 1. Detached accessory structures not containing conditioned floor area. 2. Re -roofing where the existing roof covering has not been removed. 50. Section R905.2.1 Sheathing requirements is hereby amended to read asfollows: R905.2.1 Sheathing requirements. Asphalt shingles shall be fastened to solidly sheathed decks. Gaps in the solid decking shall not exceed 1/8 inch. 51. A new Section R905.2.4.2 Impact resistance of asphalt shingles is hereby added to read as follows: R905.2.4.2 Impact resistance of asphalt shingles. Asphalt shingles shall be Class 4 impact resistant and be tested in accordance with UL 2218 and installed in accordance with the manufacturer's installation instructions. Exceptions: 1. When existing asphalt shingles are less than class 4 impact resistant, and the owner wishes to replace the existing asphalt shingles with tiles of a similar color or tile, and there are no class 4 impact resistance shingles available that are similar color or style of the existing asphalt shingles, the building official may approve alternate materials that are less than class 4 impact resistant; however, the building official will impose the highest class of impact resistance that are available that match the color or style of the existing asphalt shingles. If no impact resistant materials are available, the building official may approve non -impact resistant materials if the alternate materials meet all other applicable requirements of this code. 2. When the owner is repairing or adding to existing asphalt singles that are less than class 4 impact resistant, the owner may use the same or similar materials as the current existing asphalt shingles, even if that same or similar material is not impact resistant. 52. Section R908.1 General is hereby amended to read as follows: R908.1 General. Materials and methods of application used for recovering or replacing an existing roof covering shall comply with the requirements of Chapter 9. Exceptions: I. Reroofing shall not be required to meet the minimum design slope requirement of one -quarter unit vertical in 12 units horizontal (2-percent slope) in Section R905 for roofs that provide positive roof drainage. 2. For roofs that provide positive drainage, recovering or replacing an existing roof covering shall not require the secondary (emergency overflow) drains or scuppers of Section R903.4.1 to be added to an existing roof. 3. Any existing roof covering system may be replaced with a roof covering of the same materials and classification, provided the replacement roof covering has a minimum rating of C1assC. 53. Section R1004.1 General is hereby amended to read as follows: R1004.1 General. Factory -built fireplaces shall be listed and labeled and shall be installed in accordance with the conditions of the listing. Factory -built fireplaces shall be tested in accordance with UL 127. Solid fuel fireplaces, fireplace stoves and solid - fuel -type room heaters also shall comply with §5-110 of the City Code and must be installed with a spark arrestor. 54. Section R1004.4 Unvented Gas log Heaters is here by deleted in itsentirety. 55. Chapter 11 [RE] ENERGY EFFICIENCY is hereby deleted in its entirety and all provisions for ENERGY EFFICIENCY shall comply with the currently adopted International Energy Conservation Code, IECC--RESIDENTIAL PROVISIONS and its local amendments because the language of this chapter is duplicated within the IECC RESIDENTIAL PROVISIONS. 56. A new SECTION M1309 TESTING AND VERIFICATION is hereby added to read as follows: SECTION M1309 TESTING AND VERIFICATION. M1309.1 General. Installed heating, cooling and ventilation systems shall be performance -tested and adjusted per the Residential New Construction Mechanical Systems Testing Guide as currently adopted by the City of Fort Collins and to operate within design specifications, in accordance with ANSI/ACCA QI 5-2010 HVAC Quality Installation Specification. Documentation of results must be submitted to the building official prior to the issuance of the certificate of occupancy. 57. Section M1401.3 Equipment and appliance sizing is hereby deleted in its entirety and replaced with the following: M1401.3 Heating and cooling system design. The design of new heating and cooling systems shall meet the requirements of this section. Design documents shall be submitted to the building official at the time of application for a building permit. M1401.3.1 Equipment and appliance sizing. Heating and cooling equipment and appliances shall be sized in accordance with ACCA Manual S, based on design building loads calculated in accordance with ACCA Manual J, or other equivalent methodology approved by the building official, using thermal design parameters in Table R301.2 as amended. The total equipment or appliance output capacity shall be between the following limits, as applicable for the equipment type: 1. 95% and I 15% of calculated system cooling load, for air conditioners and heat pumps; 2. 95% and 125% of calculated system cooling load, for heat pumps with winter heating dominated requirements; 3. 100% and 140% of calculated system heating load, for warm air systems, unless dictated by the cooling equipment selection; and 4. 100% and 115% of calculated system heating load, for heating boilers. When there is no equipment available to satisfy these applicable capacity Iimits, the next largest nominal piece of equipment that is available may be used. M1401.3.2 Room loads. Room -by -room design heating and cooling loads shall be calculated. M1401.3.3 Matched components. Air-conditioning, Heating and Refrigeration Institute (AHRI) matched evaporators, condensing units and air handlers shall be required. 58. A new Section, M1402.4 Total Electric Heating is hereby added to read as follows: M1402.4 Total Electric Heating. Primary indoor central heating systems utilizing only electric heat shall utilize a ground source heat pump system(s) or cold climate heat pump system(s) specifically designed to heat in cold climates and at the Winter Outdoor, Design Dry -Bulb temp defined in IECC Section C301.5. The heat pump system shall not be gas or propane fuel fired. Electric resistance strip heat shall only serve as emergency back-up heat or supplemental heat at outdoor temperatures below 150 F as necessary. 59. Section, M1414.1 General is hereby amended to read as follows: M1414.1 General. Fireplace stoves shall be listed, labeled and installed in accordance with the terms of the listing. Fireplace stoves shall be tested in accordance with UL 737. Wood burning appliances shall meet the latest emission standards as required by the State of Colorado and Federal Regulation 40 CFR Part 60, Subpart AAA. 60. A new Section M1501.2 Indoor depressurization is hereby added to read asfollows: M1501.2 Indoor depressurization. Ducted exhaust systems shall not induce or create a negative pressure sufficient to cause back -drafting of naturally vented, open combustion -chamber or fuel -burning appliances, nor create negative pressure in excess of negative 3 Pa. in the immediate proximity of combustion chambers of such appliances. 61. Section M1502.4.2 Duct installation is amended to read as follows: M1502.4.2 Duct installation. Exhaust ducts shall be supported at intervals not to exceed 12 feet (3658 mm) and shall be secured in place. The insert end of the duct shall extend into the adjoining duct or fitting in the direction of airflow. Exhaust duct joints shall be sealed in accordance with Section M 1601.4.1 and shall be mechanically fastened. Ducts shall not be joined with screws or similar fasteners. Where dryer exhaust ducts are enclosed in wall or ceiling cavities, such cavities shall allow the installation of the duct without deformation. 62. Section M1505.4 Whole -house mechanical ventilation system is hereby deleted in its entirety and replaced with the following: M1505.4 Whole -dwelling unit mechanical ventilation system. For new dwellings, a mechanical exhaust system, supply system, or combination thereof shall be installed for each dwelling unit to provide whole -dwelling unit ventilation. Such system shall comply with Sections M 1505.4.1 through M 1505.4.4. System design documents must be submitted to the building official at the time of application for a building permit. 63. Section M1601.1 Duct design is hereby amended to read as follows: M1601.1 Duct design. Duct systems serving heating, cooling and ventilation equipment in new buildings, or new duct systems in additions, shall be designed and fabricated in accordance with the provisions of this section and ACCA Manual D or other approved methods. 64. In Section M1601.1.1 Above -ground duct systems, Items 7 through 7.6 are hereby deleted in their entirety. 65. A new Section M1601.4.11 Construction debris and contamination is hereby added to read as follows: M1601.4.11 Construction debris and contamination. Mechanical air -handling systems and their related ducts shall be protected from the entrance of dirt, debris, and dust during the construction and installation process. Prior to passing final inspection or issuance of a certificate of occupancy, such systems shall be substantially free of construction -related contaminants. 66. Section M1602.2 Return Air Openings is hereby amended to read as follows: M1602.2 Return Air Openings. A return air path shall be provided in all habitable rooms by means of ducts or transfer grills. Return air openings for heating, ventilation and air conditioning systems shall comply with all of the following: 1. Openings shall not be located less than 10 feet (3048 mm) measured in any direction from an open combustion chamber or draft hood of another appliance located in the same room or space. 2. The amount of return air taken from any room or space shall be not greater than the flow rate of supply air delivered to such room or space. 3. Return and transfer openings shall be sized in accordance with the appliance or equipment manufacturer's installation instructions, Manual D or the design of the registered design professional. 4. Return air shall not be taken from a closet, bathroom, toilet room, kitchen, garage, mechanical room, boiler room, furnace room or unconditioned attic. Exceptions: 1. Taking return air from a kitchen is not prohibited where such return air openings serve the kitchen only, and are located not less than 10 feet (3048 mm) from the cooking appliances. 2. Dedicated forced -air systems serving only the garage shall not be prohibited from obtaining return air from the garage. 5. For other than dedicated HVAC systems, return air shall not be taken from indoor swimming pool enclosures and associated deck areas except where the air in such spaces is dehumidified. 6. Taking return air from an unconditioned crawl space shall not be accomplished through a direct connection to the return side of a forced -air furnace. Transfer openings in the crawl space enclosure shall not be prohibited. 7. Return air from one dwelling unit shall not be discharged into another dwelling unit. 67. Section G2404.3 (301.3) Listed and labeled is hereby amended to read as follows: G2404.3 (301.3) Listed and labeled. Appliances regulated by this code shall be listed and labeled for the application in which they are used unless otherwise approved in accordance with Section R 104.11. 68. Section G2406.2 (303.3) Prohibited locations is hereby amended by only deleting the exceptions in Items #3 and #4. 69. Section G2407.11 (304.11) Combustion air ducts is hereby amended by only adding a new Item #9 to read as follows: 9. All combustion air openings or ducts shall be readily identifiable with an approved label or by other means warning persons that obstruction of such openings or ducts may cause fuel -burning equipment to release combustion products and dangerous levels of carbon monoxide into the building. 70. Section G2415.12 (404.12) Minimum burial depth is hereby amended to read as follows: G2415.12 (404.12) Minimum burial depth. Underground piping systems shall be installed a minimum depth of 18 inches below grade. 71. Section G2415.12.1 (404.12.1) Individual outside appliance is hereby deleted in its entirety. 72. Section G2417.4.1 (406.4.1) Test pressure is hereby deleted in its entirety and replaced with the following: G2417.4.1 (406.4.1) Test pressure. The test pressure to be used for non -welded pipe shall be 10 psi minimum. 73. Section G2425.8 (501.8) Appliances not required to be vented is hereby amended to read as follows: G2425.8 (501.8) Appliances not required to be vented. The following appliances shall not be required to be vented: 1. Electric ranges. 2. Electric built-in domestic cooking units listed and marked for optional venting. 3. Hot plates and laundry stoves. 4. Type 1 clothes dryers (Type 1 clothes dryers shall be exhausted in accordance with the requirements of Section G2439). 5. Refrigerators. 6. Counter appliances. 74. Section G2427.6.5 (503.6.5) Minimum height is hereby amended to read as follows: G2427.6.5 (503.6.6) Minimum height. A Type B or L gas vent shall terminate not less than 5 feet (1524 mm) in vertical height above the highest connected appliance draft hood or flue collar. A Type B-W gas vent shall terminate at least 12 feet (3658 mm) in vertical height above the bottom of the wall furnace. All gas vents shall terminate a minimum of 22 inches (559 mm) above the surface or grade directly below. 75. SECTION G2445 (621) UNVENTED ROOM HEATERS is hereby deleted in its entirety. 76. A new Section G2447.6 (623.8) Gas cooking appliances is hereby added to read as follows: G2447.6 Gas cooking appliances. Gas cooking appliances shall be supplied with an exhaust system vented to the outside in accordance with section M 1503. Ducts serving gas appliance exhaust systems shall not terminate in an attic or crawl space or areas inside the building, shall not induce or create negative pressure in excess of negative 3 Pa, nor shall they adversely affect gravity -vented appliances. 77. A new Section G2451.3 (630.3) Combustion and ventilation air is hereby added to read as follows: G2451.3 (630.3) Combustion and ventilation air. Where infrared heaters are installed, natural or mechanical means shall provide outdoor ventilation air at a rate of not less than 4 cfm per 1,000 Btu/h (0.38 m3/min/kW) of the aggregate input rating of all such heaters installed in the space. Outdoor exhaust openings for removing flue products shall terminate above the level of the heaters. 78. Section P2503.5.1 Rough Plumbing is hereby amended to read as follows: P2503.5.1 Rough plumbing. DWV systems shall be tested on completion of the rough piping installation by water, by air, or by a vacuum, without evidence of leakage. The test shall be applied to the drainage system in its entirety or in sections after rough -in piping has been installed, as follows: 1. Water test. Each section shall be filled with water to a point not less than 10 feet (3048 mm) above the highest fitting connection in that section, or to the highest point in the completed system. Water shall be held in the section under test for a period of 15 minutes. The system shall prove leak free by visual inspection. 2. Air test. The portion under test shall be maintained at a gauge pressure of 5 pounds per square inch (psi) (34 kPa) or 10 inches of mercury column (34 kPa). This pressure shall be held without introduction of additional air for a period of 15 minutes. 3. Vacuum test. The portion under test shall be evacuated of air by a vacuum -type pump to achieve a uniform gauge pressure of -5 pounds per square inch or a negative 10 inches of mercury column (-34 kPa). This pressure shall be held without the removal of additional air for a period of 15 minutes. 79. Section P2903.2 Maximum flow and water consumption is hereby amended toread as follows: P2903.2 Maximum flow and water consumption. The maximum water consumption flow rates and quantities for all plumbing fixtures and fixture fittings shall be in accordance with Table P2903.2, and shall be Environmental Protection Agency (EPA) WaterSense® labeled fixtures, except for fixture types that are not labeled under the WaterSense® program. 80. TABLE P2903.2 MAXIMUM FLOW RATES AND CONSUMPTION FOR PLUMBING FIXTURES AND FIXTURE FITTINGSb is hereby deleted in its entirety and amended to read as follows: TABLE P2903.2 MAXIMUM FLOW RATES AND CONSUMPTION FOR PLUMBING FIXTURES AND FIXTURE FITTINGSb PLUMBING FIXTURE OR MAXIMUM FLOW RATE OR FIXTURE FITTING QUANTITY Lavatory faucet 1.5 gpm at 60 psi Shower heada 1.8 gpm at 80 psi Sink faucet 1.8 gpm at 60 psi Water closet 1.1 gallons per flushing cycle, with minimum MaP threshold of 600 grams. Dual flush gallons per flushing cycle: Average of three flushes (two reduced flushes and one full flush).' For SI: 1 gallon per minute = 3.785 Urn, 1 pound per square inch 6 895 kPa. a. A hand-held shower spray shall be considered to be a shower head. b. Consumption tolerances shall be determined from referenced standards. c. In existing buildings not increasing the building size a 1 28 gpf maximum water closet is allowed 81. APPENDIX AE MANUFACTURED HOUSING USED AS DWELLINGS is hereby adopted in its entirety. 82. APPENDIX AF RADON CONTROL METHODS is hereby adopted in its entirety, with the following amendments: Section AF101.1 General is hereby amended to read as follows: AF101,1 General. Radon -resistant construction is required for all new dwellings constructed under this code as prescribed in this Appendix. Section AF103.1 General is hereby amended is read as follows: AF103.1 General. The following construction techniques are intended to resist radon entry and prepare the building for post -construction radon mitigation. Section AF103.2 Subfloor preparation is hereby amended to read as follows: AF103.2 Subtloor preparation. A layer of gas -permeable material may be placed under all concrete slabs and other floor systems that directly contact the ground and are within the walls of the living spaces of the building, to facilitate future installation of a subslab depressurization system, if needed. Each radon reduction vent pipe riser shall serve no more than 4,000 square feet of uninterrupted under slab/floor area. The gas - permeable layer shall consist of one of the following: 1. A uniform layer of clean aggregate, not less than 4 inches (102 mm) thick. The aggregate shall consist of material that will pass through a 2-inch (51 mm) sieve and be retained by a 1/4-inch (6.4 mm) sieve. 2. A uniform layer of sand (native or fill), not less than 4 inches (102 mm) thick, overlain by a layer or strips of geotextile drainage matting designed to allow the lateral flow of soil gases. 3. Other materials, systems or floor designs with demonstrated capability to permit depressurization across the entire subfloor area. Section AF103.3 Soil -gas -retarder is hereby deleted in its entirety and replaced with the following: AF103.3 Soil -gas -retarder. The soil in crawl spaces shall be covered with a continuous layer of a minimum 6-mil (0.15 mm) polyethylene or 3 mil (0.75 mm) cross -laminated polyethylene soil -gas -retarder. The ground cover shall be lapped not less than 12 inches at joints and sealed or taped. The edges of the ground cover shall extend a minimum of 12 inches (152 mm) up onto all foundation walls enclosing the under -floor space and be sealed to the wall and any footing pads. 6-mil polyethylene also shall be sealed and mechanically fastened to the wall. An interior perimeter drain tile loop shall be connected to a plumbing tee or other approved connection as per AF103.5.3. Section AF103.5 Passive submembrane depressurization system is hereby amended to read as follows: AF103.5 Passive submembrane depressurization system. In buildings with crawl space foundations, the following components of a passive submembrane depressurization system shall be installed during construction. Section AF103.5.1 Ventilation is hereby deleted in its entirety. A new Section AF103.13 Provisions for future depressurization fan installation is hereby added to read as follows: AF103.13 Provisions for future depressurization fan installation. Permanent provisions shall be made for the future installation of an in -line fan to be connected to every radon vent pipe. Such designated fan locations shall be outside of the conditioned envelope of the building, such as in the attic, garage and similar locations, excluding crawl spaces and other interior under -floor spaces. Designated locations shall accommodate an unobstructed permanent cylindrical space with the following minimum dimensions: 12 inches (305 mm) measured radially around the radon vent pipe along a vertical distance of 30 inches (760 mm). Designated fan locations shall be permanently accessible for servicing and maintenance. An electrical receptacle outlet shall be provided within 4 feet (1.219 m) of and within sight from designated fan locations and installed so as to not be covered by insulation. A light fixture shall be installed in the area of future fan location. Section AF104.1 Testing is hereby amended by deleting only Item #11 (the Exception is retained): 83. APPENDIX AH PATIO COVERS is adopted in its entirety. 84. APPENDIX AM HOME DAY-CARE R-3 OCCUPANCIES is adopted in its entirety. 85. APPENDIX AQ TINY HOUSES is adopted in its entirety. Section 5. The City Attorney and the City Clerk are authorized to modify the formatting and to make such other amendments to this Ordinance as necessary to facilitate publication in the Fort Collins Municipal Code; provided, however, that such modifications and amendments shall not change the substance of the Code provisions. Introduced, considered favorably on first reading, and ordered published this 15th day of February, A.D. 2022, and to be presented for final passage on the 5th dayApf April, A.D. 2022. o� FoRr.ca.. . ,� Lp ATTEST: . 4 ity Clerk Passed and adopted on final reading on this 5day of April, A. 2022. o� FORr.co�('A ATTEST: City Clerk NOTICE OF PUBLIC HEARING EXHIBIT A NOTICE is hereby given of a public hearing to be held before the Council of the City of Fort Collins, Colorado, on the 15th day of February, A.D., 2022 at 6:00 p.m., or as soon thereafter as the matter may come on for hearing, in the Council Chambers at the City Hall, 300 LaPorte Avenue, Fort Collins, Colorado for the purpose of considering the adoption of ordinances that adopt by reference the 2021 International Building Code, 2021 International Residential Code, 2021 International Energy Conservation Code, 2021 International Mechanical Code, 2021 International Fuel Gas Code, 2021 International Existing Building Code, 2021 International Swimming Pool and Spa Code, 2021 International Property Maintenance Code and the International Plumbing Code, each promulgated by the International Code Council, and the Colorado Plumbing Code, together with local amendments. Not less than one (1) copy of said Codes has been, and now is on file in the Office of the City Clerk of the City of Fort Collins and is available for public inspection. The purpose of adopting the International Building Code, International Residential Code, International Energy Conservation Code, International Mechanical Code, International Fuel Gas Code, International Existing Building Code, International Swimming Pool and Spa Code, the International Property Maintenance Code, and the Colorado Plumbing Code, with local amendments by said ordinances is to provide for protection of public health, safety and welfare of the City and its residents. Individuals who wish to address Council via remote public participation can do so through Zoom at httlls://zoom.us/*/98241416497. (The link and instructions are also posted at www1e ov. om/councilcomments.) Individuals participating in the Zoom session should watch the meeting through that site, and not via FCTV, due to the streaming delay and possible audio interference. The City of Fort Collins will make reasonable accommodations for access to City services, programs and activities, and will make special communication arrangements for persons with disabilities. Please call (970) 221-6515 (V/TDD: Dial 711 for Relay Colorado) for assistance. This notice is given and published by order of the City of Fort Collins, Colorado. Dated this 24th day of January, A.D. 2022. Upon request, the City of Fort Collins will provide language access services for individuals who have limited English proficienry, or auxiliary aids and services for individuals with disabilities, to access City services, programs and activities. Contact (970) 221-651 S (Y/TDD: Dial 711 for Relay Colorado) for assistance. Please provide 48 hours advance notice when possible. A peticldn, la Ciudad de Fort Collins proporcionard servicios de acceso a idiomas pars personas que no dominan el idioma inglis, o ayudas y servicios auxiliares Para personas con discapacidad, para que puedan acceder a los servicios, programas y actividades de la Ciudad. Para asistencia, llame at 970.221.6515 (Y/?DD: Marque 711 para Relay Colorado). Por favor proporcione 48 horas de aviso previo cuando sea posible.