PUBLISH: Sept. 18, 2026

NOTICE OF HEARING UPON APPLICATIONS
FOR SALE OF ALCOHOLIC BEVERAGES
Notice is given that various Alcoholic Beverage Licenses are to be operated at various locations in Sioux Falls, South Dakota, as listed below.
The City Council will consider said applications at Carnegie Town Hall, 235 West Tenth Street, at 6:00 p.m., on October 6, 2026.
Any person interested may appear and be heard.
Transfer of 2026 Package Liquor License from Lewis Drugs Inc., 1301 East 10th Street, to Sanford Medical Center, 1301 East 10th Street.
Transfer of 2026 Package Liquor License from Lewis Drugs Inc., 136 South Phillips Avenue, to Sanford Medical Center, 136 South Phillips Avenue.
Transfer of 2026 Package Liquor License from Lewis Drugs Inc., 2901 South Minnesota Avenue, to Sanford Medical Center, 2901 South Minnesota Avenue.
Transfer of 2026 Package Liquor License from Lewis Drugs Inc., 2700 West 12th Street, to Sanford Medical Center, 2700 West 12th Street.
Transfer of 2026 Package Liquor License from Lewis Drugs Inc., 5500 West 41st Street, to Sanford Medical Center, 5500 West 41st Street.
Transfer of 2026 Package Liquor License from Lewis Drugs Inc., 4409 East 26th Street, to Sanford Medical Center, 4409 East 26th Street.
Transfer of 2026 Package Liquor License from Lewis Drugs Inc., 6109 South Louise Avenue, to Sanford Medical Center, 6109 South Louise Avenue.
Transfer of 2026 Package Liquor License from Lewis Drugs Inc., 2525 South Ellis Road, to Sanford Medical Center, 2525 South Ellis Road.
Transfer of 2026 Package Liquor License from Lewis Drugs Inc., 5830 East Madison Street, to Sanford Medical Center, 5830 East Madison Street.
Transfer of 2026 Retail Wine License from David Napolitano, 6219 South Western Avenue, to Breadico LLC, 6219 South Western Avenue.
Special One-Day Liquor Licenses for Augustana University Association to be operated at the Midco Arena, 2510 South Grange Avenue, for hockey games on October 9, 15, 30, 31, November 13, 14, December 4, 5, 18, 19, 2026, January 8, 9 22, 23, February 12, 13, 26 & 27, 2027.
Special One-Day Liquor License for Augustana University Association to be operated at the Midco Arena, 2510 South Grange Avenue and on Grange Avenue from 33rd to Elmen Drive, for a hockey game and hockey block party on October 10, 2026.
Special One-Day Liquor License for Augustana University Association to be operated at the Midco Arena, 2510 South Grange Avenue, for an alumni event on October 24, 2026.
Jamie L. Palmer
Licensing Specialist
City Attorney’s Office
Published once on Sept. 18, 2026, at the approximate cost of $34.02, and may be viewed free of charge at www.sdpublicnotices.com or TheDakotaScout.com.

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PUBLISH: Sept. 18, 2026


AUGUST 2026 PAYROLL
Fund and Department Gross Earnings Employer Amount Total
100 - General Fund $9,116,036.69 $3,125,158.76 $12,241,195.45
01 - Mayor $61,680.25 $15,063.53 $76,743.78
02 - City Council $57,141.76 $14,052.27 $71,194.03
03 - Attorney $169,987.63 $53,259.93 $223,247.56
04 - Human Resources $87,944.49 $34,592.47 $122,536.96
05 - Finance $222,255.74 $82,097.08 $304,352.82
07 - Technology $328,294.02 $117,293.42 $445,587.44
08 - Multimedia Support $120,092.64 $43,124.76 $163,217.40
09 - Fire $1,781,125.04 $760,380.29 $2,541,505.33
10 - Police $2,582,846.45 $886,207.09 $3,469,053.54
11 - Highways and Streets $852,394.95 $325,290.23 $1,177,685.18
12 - Health $648,351.79 $222,432.96 $870,784.75
14 - Parks & Recreation $1,437,821.32 $291,319.13 $1,729,140.45
15 - Siouxland Libraries $395,367.65 $143,105.91 $538,473.56
16 - Urban Management $370,732.96 $136,939.69 $507,672.65
260 - Community Development Fund $45,656.92 $16,967.35 $62,624.27
268 - Transit Fund $12,061.66 $3,313.29 $15,374.95
272 - Storm Drainage Fund $157,389.59 $60,177.88 $217,567.47
290 - 911 Dispatch Fund $336,083.91 $89,741.03 $425,824.94
656 - Electric Light Fund $57,471.24 $22,627.11 $80,098.35
665 - Public Parking Fund $44,341.19 $15,503.89 $59,845.08
666 - Sanitary Landfill Fund $172,044.62 $69,329.21 $241,373.83
675 - Water Fund $490,904.03 $176,081.43 $666,985.46
677 - Water Reclamation Fund $404,213.94 $156,892.84 $561,106.78
715 - 115 Trust Fund $0.00 $1,631.56 $1,631.56
758 - Employees’ Retirement Fund $3,020,192.46 $2,746.62 $3,022,939.08
759 - Firefighters’ Retirement Fund $1,037,747.78 $1,579.51 $1,039,327.29
848 - Facilities Management $177,514.18 $63,221.04 $240,735.22
851 - Fleet Revolving Fund $180,249.82 $60,657.36 $240,907.18
852 - City Health Life Benefit Fund $6,269.25 $3,298.48 $9,567.73
855 - Workers’ Compensation Fund $22,618.89 $2,980.90 $25,599.79
880 - Insurance Liability Fund $13,525.25 $4,611.57 $18,136.82
Total Payroll Expenditures for Aug 2026 $15,294,321 $3,876,520 $19,170,841
Published once on Sept. 18, 2026, at the approximate cost of $33.38, and may be viewed free of charge at www.sdpublicnotices.com or TheDakotaScout.com.

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PUBLISH: Sept. 18, 2026


AUGUST 2026 BILLS
NAME INVOICE NET INVOICE DESCRIPTION
3M CO 14,560.00 Pavement Tape
605 COMPANIES INC 109,169.26 Various Projects
9 CLOUDS MARKETING GROUP LLC 16,731.13 Professional Service
A TO Z WORLD LANGUAGES INC 3,862.50 Interpreter Services
AAA COLLECTIONS 7,388.86 Collections Services
AARON SWAN & ASSOC INC 6,381.00 Various Projects
ABRA AUTO BODY & GLASS SF NORTH 38,266.00 Vehicle
ADAPCO LLC 4,717.27 Medical Supplies
ADVANCED ELEMENTS INC 34,370.83 Various Projects
ADVENTURE X LLC 48,166.00 Vehicle
AFFORDABLE HOUSING SOLUTIONS 60,000.00 Various Projects
ALBRIGHT, DIANE 4,693.89 Real Estate
ALFRED BENESCH & CO 746.55 Services
ALL SEASONS INC 28,926.88 Lawn Maintenance
ALLIANCE COMMUNICATIONS 419.90 Internet Charges
ALLIANCE TECHNICAL GROUP LLC 254.75 Services
ALTEC INDUSTRIES INC 5,847.88 Supplies
AMER ENGINEERING TESTING INC 2,826.00 Testing Services
AMER FENCE CO OF SD 265.00 Repairs
AMER LEGAL PUBLISHING LLC 686.61 Subscription Services
AMER UNDERGROUND SUPPLY 100,135.75 Various Projects
ANDYS TREE & LANDSCAPING INC 7,750.00 Tree Removal
A-OX WELDING SUPPLY CO INC 3,966.92 Rentals
APX CONSTRUCTION GRP 61,979.32 Various Projects
ARCHITECTURE INC 13,945.10 Various Projects
ARGUS LEADER 365.76 Subscription Services
AROUND THE CLOCK DRAINMASTER LLC 505.00 Repairs
ARS A TECTA AMERICA CO LLC 8,588.13 Repairs
ASCEND CONTRACTING LLC 8,032.15 Various Projects
ASPHALT SURFACING CO 10,000.00 Salt
ASSETWORKS LLC 4,692.38 Software
ASURE SOFTWARE 1,204.35 Advertising
ATLAS COPCO USA HOLDINGS INC 9,631.50 Equipment
AUTOMATIC SECURITY CO INC 425.00 Maintenance Services
AVERA HEALTH 269.00 Medical Services
AVERA HEALTH PLANS INC 9,946.52 Medical Services
B&G ACOUSTICAL 33,350.00 Ceiling Tile Work
BACKHAUS EXCAVATION & UNDERGROUND LLC 456,267.08 Various Projects
BANNER ASSOCIATES INC 45,575.65 Various Projects
BARTLETT & WEST INC 13,081.75 Various Projects
BATES, PATRICIA A 24.66 Reimbursement
BIERMAN, MATTHEW 18.24 Reimbursement
BILLION MOTOR CO 60,037.00 Vehicle
BILLS SPRINKLER & SOD LLC 2,463.70 Sprinkler Repairs
BISHOP DUDLEY HOSPITALITY HOUSE 32,500.00 Operating Support
BLACK SHEEP LANDSCAPING SOD & IRRIGATION 485.00 Sprinkler Repairs
BLACKSTONE SECURITY SERVICES INC 19,307.76 Security Services
BLADES GROUP LLC 1,674.00 Rock Asphalt
BNSF RAILWAY CO 282,070.81 Various Projects
BOERBOOM, KRISTIN R 40.28 Reimbursement
BONDESEN, ASHLEY C 265.50 Reimbursement
BORDER STATES INDUSTRIES INC 3,871.64 Various Projects
BORSON, MELANIE 901.60 Education Assistance Reimbursement
BO’S SPRINKLERS LLC 1,855.00 Sprinkler Repairs
BRANDNER, MELISSA A 111.49 Reimbursement
BRODART CO 48,025.50 Supplies
BROWN, CHERYL R 2,193.00 Real Estate
BUILDERS ELECTRIC LLC 17,484.72 Repairs
BUNKER, LAURIE 1,384.12 Training
BUREAU OF INFORMATION & TELECOMMUNICATIONS 264.00 Phone Charges
BURKETT, LEVI 300.00 Performance Fee
BURNS & MCDONNELL ENGINEERING CO INC 4,163.00 Various Projects
BUSWELL, JAMIE L 19.00 Reimbursement
BUTLER MACHINERY CO 1,869,706.39 Repairs\Rentals
BX CIVIL & CONSTRUCTION INC 204,457.33 Various Projects
CADD ENGINEERING SUPPLY 3,595.00 Equipment
CANOPY BY HILTON DOWNTOWN SF 10,830.30 Lodging Tax
CARAHSOFT TECHNOLOGY CORP 58,930.00 Software Renewal
CARDINAL HEALTH MEDICAL PRODUCTS 23,418.28 Medical Services
CAREFUSION SOLUTIONS LLC 1,341.00 Software Services
CARUS LLC 12,038.40 Chemicals
CAVANAUGH MACDONALD CONSULTING LLC 3,000.00 Consulting Services
CDW LLC 30,833.04 Equipment\Supplies
CEMCAST PIPE & PRECAST 9,795.20 Various Projects
CENTER FOR FAMILY MEDICINE 64,251.40 Medical Services
CENTURYLINK 3,974.64 Phone Charges
CHARTER COMMUNICATIONS HOLDINGS LLC 50.00 Services
CH-FINANCE INTERNAL 20,738.69 Testing Services
CHILDRENS HOME SOCIETY OF SD 36,050.00 Operating Support
CH-PUBLIC PARKING FACILITIES 29,658.98 Parking Permits
CH-SANITARY LANDFILL 60,881.76 Landfill Fees
CIS ONE TIME PAY 12,712.83 Various One Time Refunds
CITATION COLLECTION SERVICES 936.00 Collections Services
CITY PROPERTY TAX REFUND 909.84 Property Tax Rebate
CLARK ENGINEERING CORP 52,240.08 Various Projects
CLARK, JULIE R 12,510.00 Real Estate
CLAUSEN, CODY D 172.38 Reimbursement
CLIMATE SYSTEMS INC 6,533.50 Repairs
COCA COLA 253.80 Supplies
COLE PAPERS INC 5,668.51 Equipment
COMMERCIAL RECREATION SPECIALISTS INC 22,340.00 Equipment
COMPLETE GARAGE DOORS INC 5,219.59 Repairs
CONCRETE SOLUTIONS UNLIMITED 133,154.25 Various Projects
CONFLUENCE 55,963.40 Various Projects
CONSTELLATION NEWENERGY GAS DIV 14,682.53 Natural Gas Services
CO-OP ARCHITECTURE 5,010.00 Various Projects
CORE & MAIN LP 21,606.06 Various Projects
CORE MARK US LLC 2,652.69 Supplies
CORNERSTONE MINISTRIES INC 2,400.00 Real Estate
CORNERSTONE PAINTING CO 2,493.90 Services
CRANE SALES & SERVICE 18,715.06 Inspections
CRAWFORD, JEAN M 152.65 Reimbursement
CROOKS SANITARY DISTRICT 136.80 Water\Sewer Charges
CRYSTEEL TRUCK EQUIPMENT INC 4,150.00 Equipment
CSI LLC 41,598.40 Computers
CUDA CLEANING SYSTEMS 3,550.34 Services
CULLIGAN WATER CONDITIONING 188.96 Services
CURTIS, MICHAEL A 35.00 Travel Reimbursement
CUSTOM POWDER COATING 2,401.50 Services
CUSTOM TRUCK EQUIPMENT INC 30,039.34 Equipment
D&G CONCRETE CONSTRUCTION INC 1,337,914.49 Various Projects
D&K CONSTRUCTION LLC 223,471.45 Various Projects
D&K LAWN CARE LLC 2,334.68 Lawn Maintenance
D&K PRODUCTS INC 305.40 Supplies
DAKOTA IRON EQUIPMENT LLC 4,990.00 Rental
DAKOTA SCOUT LLC 2,336.42 Publishing Services
DAKOTA SUPPLY GROUP INC 6,265.46 Various Projects
DAKOTA TRAFFIC SERVICES & TRAFFIC SOLUTIONS 79,712.00 Various Projects
DAKOTA TRANSIT ASSN 400.00 Registration Fee
DAKOTABILITIES 62,680.80 Operating Support
DAKTRONICS INC 896,505.00 Video Board Replacement
DEANS BULK SERVICE INC 7,854.65 Supplies
DELTA DENTAL OF SD 197,758.52 Dental Services
DENTAL DESIGNS INC 345.00 Dental Services
DEPT OF VETERANS AFFAIRS 2,294.82 Medical Waste Disposal
DESIGNARC GROUP LLC 1,480.00 Various Projects
DGR ENGINEERING 223,621.25 Various Projects
DIVERSE LAWN & LANDSCAPING 88.00 Lawn Maintenance
DOCKENDORF EQUIPMENT CO INC 18,597.73 Services
DOWNTOWN SF INC 17,717.68 Lodging Tax
DTN LLC 111.83 Services
DUFFY REALTY; DUFFY APPRAISALS 2,000.00 Appraisal Services
DUST-TEX SERVICE INC 1,635.03 Cleaning Services
EAPC ARCHITECTS ENGINEERS 10,136.40 Various Projects
EAST RIVER LEGAL SERVICES CORP 25,000.00 Operating Support
ECLINICALWORKS LLC 18,684.35 Medical Services
ECO WATER CONDITIONING OF SF 184.35 Services
ECOLAB INC 1,693.78 Services
EGGER, LANE K 392.00 Travel Reimbursement
ELECTION 68.00 Elections Fees
ELEVATE HEALTHCARE INC 11,717.68 Medical Services
ELWOOD & MARTIN APPRAISALS LLC 5,000.00 Various Projects
EMD MILLIPORE CORPORATION 1,705.04 Repairs
ENGEL, ROBERTA 1,303.66 Workers Compensation
ENGELMANN, DARWIN 238.00 Travel Reimbursement
ENTERPRISE HOLDINGS INC 1,307.88 Rental Car Charges
EPHEMERAL PRODUCTIONS 4,500.00 Performance Fees
EQUIFAX INFORMATION SERVICES LLC 160.54 Background Checks
EQUIPMENT BLADES INC 3,425.68 Equipment
ESPINA VIVANCO, JAVIERA F 93.78 Reimbursement
EXPERIENCE SIOUX FALLS 405,055.83 Lodging Tax
FEDERAL EXPRESS CORP 1,737.95 Shipping Charges
FELLBAUM, CARL R 3.63 Reimbursement
FERGUSON WATERWORKS 86,984.30 Various Projects
FIEGEN CONSTRUCTION CO 587,560.14 Various Projects
FISERV HEALTH STOP LOSS 115,416.74 Stop Loss
FISHER SCIENTIFIC CO LLC 2,582.68 Medical Services
FLANNERY, APRIL 140.82 Reimbursement
FLEET SOLUTIONS LLC 3,450.47 Services
FLOW CONTROL AUTOMATION 40,500.00 Equipment
FLUIT, NATHAN J 1,772.80 Permanent Partial Disability
FORTE 122,064.76 Various Projects
FOX, BRADY P 103.82 Reimbursement
FRESH PRODUCE 25,000.00 Professional Services
FRIENDS OF THE BIG SIOUX RIVER 5,000.00 Grant
FRIESSEN CONSTRUCTION CO INC 2,142.90 Various Projects
G&R CONTROLS INC 867.94 Repairs
GABRIEL ROEDER SMITH & CO 18,800.00 Professional Services
GASVODA, HOLLY 857.25 Travel Reimbursement
GENERAL TRAFFIC CONTROLS 63,688.00 Gridsmart Intersection Detection Systems
GEORGE, JESSIE M 140.16 Reimbursement
GEOTEK ENGINEERING & TESTING 148,210.75 Testing Services
GETTY ABSTRACT & TITLE CO 636,995.00 Real Estate
GIRTON, LAURA J 113.64 Reimbursement
GLACIAL LAKES TREE SERVICE LLC 17,050.00 Tree Removal
GRAFF, CHEVELLE E 78.58 Reimbursement
GRANITE VALLEY NEIGHBORHOOD 4,288.27 Neighborhood Grant
GRAUE, DAVID A 2,069.54 Real Estate
GRAYBAR ELECTRIC COMPANY INC 273,320.00 Various Projects
GRAYMONT (WI) LLC 176,512.73 Chemicals
GREAT NORTHERN ENVIRONMENTAL 1,376.44 Equipment
GROEN, JOSHUA 392.00 Travel Reimbursement
GUILTY PLEASURES ORCHESTRA 800.00 Performance Fees
GUNDERSON PALMER NELSON ASHMORE LLP 2,035.00 Legal Services
HALL, SHARON H 136.04 Reimbursement
HANDER INC 15,608.98 Repairs
HANNAH V FINE ARTS 30.00 Program Fee
HARVEYS FIVE STAR ROOFING 61,407.68 Various Projects
HAWKINS INC 61,194.55 Chemicals
HD SUPPLY FACILITIES MAINT LTD 7,567.32 Supplies
HDR ENGINEERING INC 621,705.05 Various Projects
HEALTH DEPT REFUNDS 377.00 Various Health Department Refunds
HEARTLAND CONSUMERS POWER DISTRICT 593,963.39 Power Charges
HELPLINE CENTER INC 14,131.17 Operating Support
HILTON GARDEN INN (SIOUX FALLS, SD) 7,439.25 Lodging Tax
HOESING, JAMES GRANT 450.00 Performance Fees
HOFER, JASON 1,910.00 Supplies
HOLIDAY INN CITY CENTRE 550.00 Hotel Charges
HOLIDAY STATIONSTORES LLC 60.50 Services
HOME DYNAMICS FLOORING LLC 445.50 Services
HOUSTON ENGINEERING INC 137,155.70 Various Projects
HOWE INC 1,246.51 Maintenance Services
HOWES OIL CO INC 347,276.39 Fuel
HR GREEN INC 29,203.11 Various Projects
HUNTER’S GROVE NEIGHBORHOOD ASSN 650.00 Neighborhood Grant
HY-VEE INC 350.00 Pharmacy Services
INDEPENDENT LIVING CHOICES 260.00 Services
INFRASTRUCTURE DESIGN GROUP INC 123,985.29 Various Projects
INFRASTRUCTURE REPAIR SYSTEMS LLC 1,503.00 Repair Lines
INLAND TRUCK PARTS & SERVICE 5,212.85 Repairs
INSTITUTIONS SERVICES INC 4,001.88 Equipment
INTEGRATED POWER SERVICES LLC 7,286.43 Repairs
INTEGRATED TECHNOLOGY & SECURITY 37,973.68 Equipment\Supplies
INTERIOR TECHNICIANS INC 3,447.67 WATER PURIFICATION PLANT - RESTORATION SERVICES
INTERSTATE OFFICE PRODUCTS INC 16,739.61 Furniture
INTERSTATE POWER SYSTEMS INC 9,937.76 Maintenance Services
INVISIBLE FENCE OF SF LLC 100.00 Repairs
IOWA ROTOCAST PLASTICS INC 3,255.93 Concession Equipment
IPS GROUP INC 3,045.44 Transaction Fees
ISI LLC 370.00 Interpreter Services
JACOBSEN TREE EXPERTS OF SD INC 21,780.38 Tree Removal
JEANSON, CLAIRE B 58.03 Reimbursement
JEBRO INC 26,650.75 Liquid Asphalt
JENSEN, JOSHUA L 346.20 Reimbursement
JENSEN, NICHOLAS R 19.26 Reimbursement
JL DRYWALL LLC 80,638.68 Various Projects
JOSTEN CONCRETE PRODUCTS CO INC 323.00 Supplies
JOURNEY CONSTRUCTION COMPANIES 1,813,111.80 Various Projects
JS HANDYMAN SERVICE 3,108.16 Services
JSA CONSULTING ENGINEERS 133,781.00 Various Projects
KAPPENMAN, KENNEDY 44.96 Reimbursement
KATZER CONCRETE INC 151,715.32 Various Projects
KB SPRINKLERS 6,632.73 Sprinkler Repairs
KIBROM, HIWOT 108.05 Reimbursement
KIESLER POLICE SUPPLY 12,455.63 Duty Weapon
KINGSWOOD NEIGHBORHOOD ASSN 318.28 Grant
KLM ENGINEERING INC 2,500.00 Services
KN CONSTRUCTION INC 1,350.00 Sump Pump
KNEIP, MARY 93.95 Reimbursement
KNIFE RIVER 348,688.39 Various Projects
KOBLANK, KIMBERLY 17.40 Reimbursement
KOCH HAZARD ARCHITECTS 17,311.37 Various Projects
KONE INC 2,454.00 Maintenance Services
KOOISTRA, SEAN 29.50 Travel Reimbursement
KORTAN IRRIGATION 1,290.00 Sprinkler Repairs
KREISERS LLC 700.00 Medical Services
KRIER & BLAIN INC 592,115.00 Repairs\Boiler Replacement
KRUMWIEDE, ALESHA 50.75 Reimbursement
LACAL EQUIPMENT INC 9,006.00 Equipment\Supplies
LACEY RENTALS INC 7,245.84 Rentals
LANDSCAPE SPRINKLERS LLC 2,200.00 Sprinkler Repairs
LANGUAGE LINE LLC 9,708.74 Interpreter Services
LANSWEEPER INC 14,995.00 Lansweeper Pro
LEESCH WILLARD, KIRA K 105.63 Reimbursement
LEONARD RICE CONSULTING WATER ENGINEERS INC 1,350.00 Various Projects
LEWARS, LISA E 48.22 Reimbursement
LEWIS & CLARK REGIONAL WATER SYSTEM 712,909.39 Water Charges
LEWIS DRUG INC 10,735.05 Pharmacy Services
LEXISNEXIS RISK DATA MANAGEMENT LLC 206.00 Subscription Services
LG EVERIST INC 4,350.03 Various Projects
LIABILITY 800.00 Liability Claim
LIFESCAPE FOUNDATION 15,000.00 Operating Support
LIGHTLE ENTERPRISES OF OHIO LLC 144.00 Traffic Sign Faces
LINCOLN CNTY 2,634.51 Filing Fees
LINNA, CATHERINE 9.43 Reimbursement
LIPETZKY’S IRRIGATION 1,146.75 Sprinkler Repairs
LLJMWT LLC 288,820.94 Lawn Mowers
LLOYD CO 226,361.12 Various Projects
MACQUEEN EQUIPMENT 196,716.87 Equipment
MADISON LAWN & LANDSCAPE OF SF 711.00 Lawn Maintenance
MALLOY ELECTRIC 7,554.61 Repairs
MANCIA, SOPHIA Y 106.44 Reimbursement
MARINER INSTITUTIONAL LLC 33,000.00 Professional Services
MARINO, PATRICK J 29.50 Reimbursement
MARKLEY, ERIC 3,263.10 Workers Compensation
MARSHALL ENGINEERING INC 17,278.00 Various Projects
MASTER BLASTER/ MASTER BURN 5,116.84 Power Washer
MAXIMUM IRRIGATION 159.30 Sprinkler Repairs
MCNAMARA, WILLIAM 3,410.92 Workers Compensation
MEDICAL MINDS LLC 1,123.50 Annual Subscription
MEDICAL WASTE TRANSPORT INC 394.74 Medical Waste Disposal
MEISTER, CHELSEA A 34.80 Reimbursement
MICHEALS PURPLE PETUNIA SEPTIC SERVICE LLC 2,094.00 Services
MID AMERICAN SIGNAL INC 5,018.00 Signs
MIDAMERICAN ENERGY CO 1,038.69 Natural Gas Charges
MIDCONTINENT COMMUNICATIONS 11,406.16 Internet\Phone Charges
MIDSTATES UNIFORM & LETTERING INC 1,553.10 Uniforms
MIDWEST ALARM CO 58.08 Maintenance Services
MIDWEST CRYOGENICS 360.00 Medical Supplies
MIDWEST ENGINEERING LLC 24,570.00 Various Projects
MIDWEST EXCAVATING LLC 1,260.00 Sump Pump
MILLARD, MASON W 35.00 Travel Reimbursement
MILLER, MARY E 269.62 Real Estate
MINN CNTY AUDITOR 43,106.20 Election Expenses
MINN CNTY REGISTER OF DEEDS 1,328.00 Filing Fees
MINN COMMUNITY WATER CORP 1,065.93 Rent\Water Charges
MIZE, KATRINA C 18,646.47 Real Estate
MOGENS HEROES 800.00 Performance Fees
MORRIS CONSTRUCTION ENTERPRISES 167,459.35 Various Projects
MOTOROLA 242,008.80 Equipment
MUNICIPAL PIPE SERVICES INC 37,275.00 Equipment
MY TURN PLAYSTSTEMS INC 203,000.00 Playground Equipment\Install
MYRL & ROYS PAVING INC 28,465.78 Various Projects
NALCO CO 72,522.00 Chemicals
NARDINI FIRE EQUIP, JUSTICE FIRE & SAFETY 9,772.90 Maintenance Services
NATL RECREATION & PARK ASSN 3,375.00 Membership
NELSON AUTO CENTER 200,790.00 Vehicles
NELSON, COLBY C 238.00 Travel Reimbursement
NELSON, SCOTT 29.50 Reimbursement
NETWORK CONSULTING SERVICES INC 114,298.00 Subscription Renewal
NICHOLS, NATHAN J 392.00 Travel Reimbursement
NIELSON, DANIEL 45.60 Reimbursement
NIPPON SANSO MATHESON INC 948.23 Rentals\Supplies
NORMAN ENGINEERING & SURVEYING INC 15,000.00 Various Projects
NORTHERN STATES POWER CO 86.68 Electricity Charges
NORTHERN TRUCK EQUIPMENT CORP 83,611.00 Equipment
NOTIFYMD 621.59 Answering Services
NOVAK SANITARY SERVICE 18,792.25 Garbage Services
NYBERGS ACE 642.60 Supplies
OCHSNER, KYLE K 35.00 Travel Reimbursement
OHARA, THOMAS 3,394.08 Workers Compensation
OMNITECH INC 53,750.00 Software Support
ONE TIME PAY 9,558.47 Various One Time Payments
ONENECK IT SOLUTIONS LLC 11,770.64 Software Support\Services
OPHTHALMOLOGY LTD 500.00 Optical Services
OVERDRIVE INC 38,947.59 Supplies
PA TRANSFORMER TECHNOLOGY LLC 116,720.10 Equipment
PARAGON DEVELOPMENT SYSTEMS INC 18,652.50 Software
PARKING REFUNDS 10.63 Parking Refunds
PARKWAY CONSTRUCTION 11,146.54 Various Projects
PAYMENTUS CORP 60,000.00 Processing Fees
PAYTON PLUMBING LLC 660.00 Sump Pump
PECAUT PROPERTIES 1,200.00 Rental Assistance
PEITZ, ANDREW J 14.51 Reimbursement
PELLA GATEWAY LLC 14,752.25 Window Replacement
PENFIELD, LOGAN C 38.89 Reimbursement
PERMIT REFUNDS 181.00 Various Permit Refunds
PESKA CONSTRUCTION INC 997,400.36 Various Projects
PESTMASTER SERVICES OF SF 5,071.84 Pest Control Services
PETERSEN, DALTON 500.00 Performance Fees
PETERSON, WENDY 58.00 Reimbursement
PFEIFER IMPLEMENT 4,687.66 Repairs
PHARMACY SPECIALTIES & CLINIC INC 108.00 Pharmacy Services
PHEASANTLAND INDUSTRIES 3,464.16 Supplies
PHYSICIANS LABORATORY LTD 285.70 Medical Services
PLAINS UTILITIES & EXCAVATING LLC 6,900.00 Repairs
POET PURE 7,029.85 Chemicals
POWERDMS 27,085.45 Software Renewal
PPE SOFTWARE LLC 7,920.00 Software Renewal
PRAIRIE WIND HUMBOLDT LLC 2,550.00 Trailer
PRECISION CONCRETE CUTTING 30,396.00 Sidewalk Cutting
PRECISION DENTAL LAB INC 1,242.13 Dental Services
PRECISION DIRTWORKS LLC 7,280.00 Sump Pump
PRESTO X 11,098.85 Chemicals\Pest Control Services
PRIDE NEON INC 1,432.50 Services
PRITCHETT, SHAWN 332.84 Reimbursement
PRODENCO GROUP INC 375.00 Dental Services
PROKOP, AMY A 617.21 Reimbursement
PROPIO LS LLC 9,052.58 Interpreter Services
PROSMILES APEX OF SF 3,488.50 Dental Services
PUETZ DESIGN + BUILD INC 463,062.00 Various Projects
PVS DX INC 63,010.86 Chemicals
Q & E HANDYMAN SERVICES LLC 131,812.75 Various Projects
QUALIFIED PRESORT SERVICE LLC 57,633.22 Mailing Services
QUIPU GROUP LLC 1,240.00 Subscription Renewal
R D OFFUTT CO 46,975.97 Repairs
REDI TOWING INC 8,870.00 Towing Services
REEDE CONSTRUCTION INC 422,465.31 Various Projects
REFUND ONE TIME PAY 1,232.80 Various Refunds
REGIONAL DENTAL LAB LLC 1,347.85 Dental Services
REVOLUTION4 RECYCLING LLC 19,120.00 Recycling Services
RH HOLDINGS LLC 3,775.00 Lease
RISK ANALYSIS & MANAGEMENT INC 8,131.50 Medical Services
RIVER RIDGE REAL ESTATE LLC 260.00 Dental Services
ROCHESTER ARMORED CAR CO INC 5,313.75 Armored Car Services
ROTI, LURA 101.54 Reimbursement
ROTO ROOTER 2,470.00 Services
RUNGE ENTERPRISES INC 69,933.59 Various Projects
RURAL ELECTRIC SUPPLY COOPERATIVE 7,000.00 Equipment\Supplies
RUTTER, DYLAN E 45.00 Reimbursement
SAATHOFF, ERIC W 36.38 Reimbursement
SANFORD HEALTH 33,564.20 Child Care\Medical Services
SANFORD HEALTH PLAN 21,360.00 Medical Services
SANFORD LABORATORIES 627.00 Medical Services
SANFORD MEDICAL CENTER 367.48 Medical Services
SAYRE ASSOCIATES INC 297,146.53 Various Projects
SCHULER, JAYLYN N 49.07 Reimbursement
SCHWEDER, DOMINIC 243.60 Travel Reimbursement
SCS ENGINEERS INC 500.00 Professional Services
SD ACHIEVE 20,191.68 Operating Support
SD DEPT OF ENVIRONMENT & NATURAL RESOURCES *MULT 69,893.49 Water Fees
SD DEPT OF HEALTH 18.00 Testing Services
SD DEPT OF REVENUE 300.00 Malt Beverage
SD DEPT OF TRANSPORTATION 686,140.26 Various Projects
SD DIVISION OF CRIMINAL INVESTIGATION 150.00 Background Checks
SD ELECTRICAL COMMISSION 3,505.00 Electrical Inspections
SD FRIENDS OF TRADITIONAL MUSIC 800.00 Performance Fees
SD SECRETARY OF STATE 30.00 Notary Renewal
SD URBAN INDIAN HEALTH INC 14,583.33 Operating Support
SDN COMMUNICATIONS 2,398.44 Internet Services
SEALPROS INC 297,710.19 Various Projects
SECURE ENTERPRISE ASSET MANAGEMENT INC 9,230.70 Recycling Services
SERVICEMASTER BUILDING & COMM MAINT 16,478.00 Cleaning Services
SERVICEWEAR APPAREL INC 1,996.33 Uniforms
SEWERAI CORP 41,000.00 Professional Services
SF AREA HUMANE SOCIETY 15,965.00 Operating Support
SF ELECTRIC LLC 1,532.65 Services
SF INTERIORS LLC 87,915.00 Carpet
SF PROFESSIONAL PRESSURE WASHING & RESTORATION 750.00 Services
SF REGIONAL AIRPORT 100.00 Badge Renewals
SF TEMPO MUSIC BAND 800.00 Performance Fees
SF UTILITIES 536,276.29 Utilities
SHAYKETT APPRAISAL CO INC 7,000.00 Various Projects
SHORT ELLIOTT HENDRICKSON INC 6,492.12 Various Projects
SIGN SOLUTIONS USA LLC 13,129.25 Equipment\Supplies
SIOUX VALLEY ENERGY 47,765.70 Electricity Charges
SIOUXLAND HERITAGE MUSEUM 79,084.25 Operating Support
SJF MATERIAL HANDLING INC 44,760.40 Cantilever Racking System
SKINNER, TERRY & BLYTHE 26,610.85 Real Estate
SNOW MAKERS INC 5,849.25 Equipment\Supplies
SONLER PROPERTIES LLC 1,020.00 Real Estate
SOUKUP CONSTRUCTION INC 102,701.74 Various Projects
SOUND RESEARCH LLC 300.00 Performance Fees
SOUTHEASTERN COUNCIL OF GOVERNMENTS 13,480.71 Cost Share
SPECHT, MICHEAL 3,427.48 Workers Compensation
SPECKMEIER, JESSICA 59.00 Reimbursement
SPRINGSHARE LLC 1,875.00 Subscription Renewal
STARCHASE LLC 960.00 Subscription Renewal
STOCKWELL ENGINEERS INC 60,310.29 Various Projects
STOLP, TIMOTHY J 9.88 Reimbursement
STREET TREE VOUCHER PROGRAM 3,050.00 Street Tree Vouchers
STREICHERS INC 2,691.95 Uniforms\Equipment
STUART C IRBY CO 17,820.00 Alphacell Batteries
STUBBLEFIELD, JENNIFER S 132.83 Reimbursement
SUBPOENA FEES 30.00 Subpoena Fee
SUBSURFACE UTILITY EXPLORATION INC 33,709.28 Various Projects
SUNBELT RENTALS INC 1,582.00 Rentals
SUNSET LAW ENFORCEMENT LLC 24,892.80 Ammunition
SUPERTURF 360.00 Lawn Maintenance
SUPREME CONCRETE LLC 76,367.42 Various Projects
SURFIN SAFARI BAND 800.00 Performance Fees
SWEEPS SOFTWARE INC 1,277.10 Software Maintenance
SYMETRA LIFE INSURANCE 15,100.36 Life Insurance
SYSCO CORP 2,744.62 Supplies
T MOBILE USA INC 55,403.62 Phone Charges
T&C DENTAL REPAIR SERVICES INC 674.00 Dental Services
T&M CONCRETE LLC 99,394.96 Various Projects
T&R CONTRACTING INC 1,714,284.19 Various Projects
T2 SYSTEMS INC 5,074.85 Software
TAYLOR, HEATHER 26.91 Reimbursement
TELLINGHUISEN INC 59,077.00 Various Projects
TENNANT SALES & SERVICE CO 20,533.45 Equipment
TERRACE PARK NEIGHBORHOOD ASSN 876.63 Grant
THERMO FISHER SCIENTIFIC LLC 8,494.00 Testing Services
THINK 3D SOLUTIONS 1,500.00 Professional Services
THOMPSON SOLUTIONS GROUP 18,356.84 Repairs
THOMSON REUTERS 2,935.51 Subscription Services
THORSON, EMILY 50.77 Reimbursement
TINKLENBERG, MOLLY A 799.56 Education Assistance Reimbursement
TRADEMARK UNIFORMS INC 151.14 Uniforms
TRAFFIC CONTROL CORP 1,674.00 Supplies
TRANE US INC 12,810.78 Repairs
TREADWAY, CHRISTOPHER 2,819.78 Workers Compensation
TRITECH SOFTWARE SYSTEMS 519.44 Software
TSP INC 23,680.01 Various Projects
TUTHILL PARK NEIGHBORHOOD ASSN 650.00 Grant
TWO WAY SOLUTIONS INC 39,781.98 Equipment\Services
TYLER TECHNOLOGIES INC 8,414.67 Software Support
TZADIK SF PORTFOLIO II LLC 800.00 Rental Assistance
UBEO MIDCO LLC 1,182.00 Services
ULTEIG ENGINEERS INC 65,391.42 Various Projects
UMR INC 42,492.45 Administrative Services
UNDERBERG, MANDEE M 116.03 Reimbursement
UNIQUE MANAGEMENT SERVICES 71.19 Placement Services
UNITED PARCEL SERVICE 235.73 Shipping Charges
UNITED RENTALS 3,627.00 Rentals
UNIV OF SD 1,087.50 Services
UNIVAR SOLUTIONS USA LLC 1,870.00 Chemicals
UNLOADED STILL LLC DBA SURE TEST 1,272.89 Testing Services
US BANK NATL ASSN 36,231.44 Professional Services
USP TECHNOLOGIES 35,302.94 Chemicals
VBC INC 88,469.55 Various Projects
VELGERSDYK, SCOTT B 122.13 Reimbursement
VERIZON WIRELESS 15,167.34 Phone Charges
VERMEER EQUIPMENT OF SD INC 70,429.37 Equipment
VERN EIDE LEASING LLC 1,200.00 Lease
VIA TRANSPORTATION INC 992,886.90 Operating Support
VISIONS CONSTRUCTION GROUP INC 148,026.00 Various Projects
VOGEL, JONATHON G 232.05 Reimbursement
VOLLAN OIL CO 1,764.00 Fuel
VOUDRY, HANNAH M 25.84 Reimbursement
WAMCO LAB INC 1,140.00 Testing Services
WARREN, NATHAN 664.80 Permanent Partial Disability
WASHINGTON PAVILION MANAGEMENT INC 174,583.37 Operating Support
WAYSTAR HEALTH 9,556.83 Medical Services
WEG TRANSFORMERS USA LLC 30,344.00 Pad-Mount Transformer
WESCO DISTRIBUTION INC 10,470.00 Meter Testing
WEST PLAINS ENGINEERING INC 21,019.00 Various Projects
WESTERN AREA POWER ADMIN 118,417.00 Electricity Charges
WEX BANK 19,903.26 Fuel
WHITTIER RESIDENTS ASSN 900.00 Grant
WILFAHRT, JOSEPH 34.80 Reimbursement
WILLIAMS ASSOC ARCHITECTS LTD 411,115.70 Various Projects
WILLIAMS SCOTSMAN INC 1,000.00 Rental
WINDSTAR LINES INC 761.60 Bus Rental
WOODS FULLER SHULTZ & SMITH PC 7,679.52 Legal Services
WROTENBERY, SCOTT P 159.30 Reimbursement
WT COX INFORMATION SERVICES 12,234.14 Subscription Renewals
XCEL ENERGY MN 250,675.59 Electricity Charges
YEASH, MARIA B 175.18 Reimbursement
ZIMCO SUPPLY CO 1,255.20 Chemicals
Grand Total $28,907,543.09 Total of AP Expenditures for August 2026
Published once on Sept. 18, 2026, at the approximate cost of $33.38, and may be viewed free of charge at www.sdpublicnotices.com or TheDakotaScout.com.

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PUBLISH: Sept. 18 & Sept. 25, 2026


BID REQUEST NO. 26-1102
NOTICE TO BIDDERS
The City of Sioux Falls, SD, requests formal bids for WPP Lime Sludge Line Replacement.
To participate, you must be registered as a vendor on the e-procurement platform. Register at siouxfalls.bonfirehub.com by selecting “New Vendor Registration” next to the login tab. After you have registered, navigate to the Open Public Opportunities tab to view this invitation for bid. Bids will be electronically submitted through the e-procurement portal and will be received by the portal not later than 2 p.m., Central time, October 8, 2026. Bids will be publicly opened and read at 3 p.m., Central time, City Hall, 224 W. 9th St., Sioux Falls, SD 57104. You may watch the bid opening virtually via Webex by utilizing information and links located at www.siouxfalls.gov/business-permits/bids-procurement/purchasing-bid-opening.
It is the bidder’s responsibility to check the e-procurement portal for any changes or updates to the Invitation to Bid, which will be in the form of an addendum posted to the portal.
Pre-bid Conference: A pre-bid conference for the Project will be held on Tuesday, September 29, 2026 at 1:00 PM in the Water Purification Plant Conference Room located at 2100 N. Minnesota Ave., Sioux Falls, SD 57104. The pre-bid conference will include a walk-through of the project site. Attendance at the pre-bid conference is encouraged but not required.
Telegraphic, fax, email, and hand-delivered responses will not be accepted unless specifically authorized in the terms and conditions of the Invitation to Bid.
The City of Sioux Falls reserves the right to reject any or all bids, waive technicalities, and make award(s) as deemed to be in the best interest of Sioux Falls, SD.
Published twice on Sept. 18 & Sept. 25, 2026, at the approximate cost of $40.24, and may be viewed free of charge at www.sdpublicnotices.com or TheDakotaScout.com.

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PUBLISH: Sept. 18 & Sept. 25, 2026


BID REQUEST NO. 26-0029
NOTICE TO BIDDERS
The City of Sioux Falls, SD, requests formal bids for the sale of 10,600 cubic yards of wood chips (Biomass).
To participate, you must be registered as a vendor in the e-procurement portal. Register at siouxfalls.bonfirehub.com by selecting “Register” next to the login tab. After you have registered, navigate to the Open Public Opportunities tab to view this invitation for bid. Bids will be electronically submitted through the e-procurement portal and will be received by the portal not later than 2 p.m., Central time, October 1, 2026. Immediately thereafter, the bids will be publicly opened and read at 3 p.m., Central time, City Hall, 224 W. 9th St., Sioux Falls, SD 57104. You may watch the bid opening virtually via Webex by utilizing information and links located at www.siouxfalls.gov/purchasing.
It is the vendor’s responsibility to check the e-procurement portal for any changes or updates to the invitation for bid, which will be in the form of an addendum posted to the portal.
Telegraphic, fax, email, and hand-delivered responses will not be accepted unless specifically authorized in the terms and conditions of the solicitation.
The City of Sioux Falls reserves the right to reject any or all bids, waive technicalities, and make award(s) as deemed to be in the best interest of Sioux Falls, SD.
Published twice on Sept. 18 & Sept. 25, 2026, at the approximate cost of $32.07, and may be viewed free of charge at www.sdpublicnotices.com or TheDakotaScout.com.

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PUBLISH: Sept. 18 & Sept. 25, 2026


BID REQUEST NO. 26-0096
NOTICE TO BIDDERS
The City of Sioux Falls, SD, requests formal bids for a Total Organic Carbon (TOC) Analyzer.
To participate, you must be registered as a vendor in the e-procurement portal. Register at siouxfalls.bonfirehub.com by selecting “Register” next to the login tab. After you have registered, navigate to the Open Public Opportunities tab to view this invitation for bid. Bids will be electronically submitted through the e-procurement portal and will be received by the portal not later than 2 p.m., Central time, October 8, 2026. Bids will be opened at 2 p.m. and publicly read at 3 p.m., Central time, City Hall, 224 W. 9th St., Sioux Falls, SD 57104. You may watch the bid opening virtually via Webex by utilizing information and links located at www.siouxfalls.gov/purchasing.
There will be a pre-bid meeting held on September 25, 2026, at 10:30 a.m. at City of Sioux Falls Water Purification Building and online for interested bidders.
It is the vendor’s responsibility to check the e-procurement portal for any changes or updates to the invitation for bid, which will be in the form of an addendum posted to the portal.
Telegraphic, fax, email, and hand-delivered responses will not be accepted unless specifically authorized in the terms and conditions of the solicitation.
The City of Sioux Falls reserves the right to reject any or all bids, waive technicalities, and make award(s) as deemed to be in the best interest of Sioux Falls, SD.
Published twice on Sept. 18 & Sept. 25, 2026, at the approximate cost of $34.98, and may be viewed free of charge at www.sdpublicnotices.com or TheDakotaScout.com.

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PUBLISH: Sept. 11 & Sept. 18, 2026


BID REQUEST NO. 26-0097
NOTICE TO BIDDERS
The City of Sioux Falls, SD, requests formal bids for Wood Poles.
To participate, you must be registered as a vendor in the e-procurement portal. Register at siouxfalls.bonfirehub.com by selecting “Register” next to the login tab. After you have registered, navigate to the Open Public Opportunities tab to view this invitation for bid. Bids will be electronically submitted through the e-procurement portal and will be received by the portal not later than 2 p.m., Central time, September 24, 2026. Bids will be opened at 2 p.m. and publicly read at 3 p.m., Central time, City Hall, 224 W. 9th St., Sioux Falls, SD 57104. You may watch the bid opening virtually via Webex by utilizing information and links located at www.siouxfalls.gov/purchasing.
It is the vendor’s responsibility to check the e-procurement portal for any changes or updates to the invitation for bid, which will be in the form of an addendum posted to the portal.
Telegraphic, fax, email, and hand-delivered responses will not be accepted unless specifically authorized in the terms and conditions of the solicitation.
The City of Sioux Falls reserves the right to reject any or all bids, waive technicalities, and make award(s) as deemed to be in the best interest of Sioux Falls, SD.
Published twice on Sept. 11 & Sept. 18, 2026, at the approximate cost of $30.91, and may be viewed free of charge at www.sdpublicnotices.com or TheDakotaScout.com.

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PUBLISH: Sept. 18, 2026


ORDINANCE NO. 71-26
AN ORDINANCE OF THE CITY OF SIOUX FALLS, SD, AMENDING THE CODE OF ORDINANCES OF THE CITY BY ADOPTING THE 2024 INTERNATIONAL FIRE CODE AND AMENDMENTS THERETO.
BE IT ORDAINED BY THE CITY OF SIOUX FALLS, SD:
Section 1. That Section 91.015 of the Code of Ordinances of Sioux Falls, SD, is hereby amended to read:
§ 91.015 ADOPTED.
The 2024 International Fire Code, published by the International Code Council together with Appendixes B and D, Index and Amendments, and additions thereto as provided in this subchapter is hereby adopted, and shall constitute the Fire Prevention Code of the City of Sioux Falls, SD. A printed copy of such 2024 International Fire Code, with Appendixes B and D, Index and Amendments, and additions thereto shall be filed with the city clerk.
Section 2. That Section 91.016 of the Code of Ordinances of Sioux Falls, SD, is hereby amended to read:
§ 91.016 AMENDMENTS, ADDITIONS, AND DELETIONS BY THE CITY TO THE 2024 INTERNATIONAL FIRE CODE.
The following sections and subsections of the 2024 International Fire Code adopted in this subchapter shall be amended, added, or deleted as follows. All other sections and subsections of the 2024 International Fire Code shall remain the same.
101.1 Title. These regulations shall be known as the fire code of the city of Sioux Falls, SD, hereinafter referred to as “this fire code.”
101.2.1 Appendices. Provisions in the appendices shall not apply unless specifically adopted. The following appendices are adopted:
Appendix B Fire-Flow Requirements for Buildings
Appendix D Fire Apparatus Access Roads
102.7 Referenced codes and standards. The codes and standards referenced in this code shall be the most recent edition published of those that are listed in Chapter 80 and such codes and standards shall be considered part of the requirements of this code to the prescribed extent of each such reference and further regulated in Sections 102.7.1 and 102.7.2.
103.1 General. The division of fire prevention is established. The city shall designate a person as the fire code official. The function of the division shall be the implementation, administration, and enforcement of the provisions of this fire code.
103.2 Appointment. Not adopted by the city.
103.3 Fire Marshal, Assistant Fire Marshal, and Fire Inspectors. For the purpose of this fire code, “fire code official” also means Fire Marshal, Assistant Fire Marshal, and fire inspectors assigned to the fire prevention division for the purpose of fire code enforcement.
104.8 Liability. The chief, and other individuals charged with the control and extinguishment of any fire, the enforcement of this code or any other official duties, acting in good faith and without malice in the discharge of their duties, shall not thereby be rendered personally liable, either civilly or criminally, for any damage that may occur to persons or property as a result of any act or by reason of any act or omission in the discharge of their duties.
104.8.1 Legal Defense. Any suit brought against the chief or such individuals because of such an act or omission performed in the enforcement of any provision of such codes or other pertinent laws or ordinances implemented through the enforcement of this code or enforced by the code enforcement agency, such chief or employee shall be afforded all the protection provided by the city’s legal representatives, city’s insurance pool, immunities, and any immunities and defenses provided by other applicable state and federal laws until the final termination of the proceedings.
This code shall not be construed to relieve from or lessen the responsibility of any person owning, operating, or controlling any building or structure for any damages to persons or property caused by defects, nor shall the code enforcement agency or its parent jurisdiction be held as assuming any such liability by reason of the inspections authorized by the code or any permits or certificates issued under this code.
104.11.3 Systems and devices. No person shall render a system or device inoperative during an emergency unless by direction of the fire chief or fire department official in charge of the incident. No person shall tamper with, interfere with, or impair in any way any public or private fire alarm system or apparatus, wire or equipment of any kind belonging to, or in any way connected to the fire department or the fire alarm system.
Section 105 Licenses and Permits
105.1 General. Operational licenses, construction permits, and event permits shall be in accordance with Section 105.
105.1.1 Licenses and permits required. Any property owner or authorized agent who intends to conduct an operation or business, or install or modify systems and equipment which is regulated by this code, or cause any such work to be done, shall first make application to the code official and obtain the required license or permit.
105.1.2 Types of operational licenses, construction permits, and event permits. There shall be three types of licenses/permits as follows:
1. Operational license. An operational license allows the applicant to conduct an operation or a business for which a license is required by Section 105.5 until renewed or revoked.
2. Construction permit. A construction permit allows the applicant to install or modify systems and equipment for which a permit is required by Section 105.6.
3. Event permit. An event permit allows an applicant to install or use a product or device, or conduct an operation for which a permit is required by Section 105.7.
105.2 Application. Application for licenses or permits required by this fire code shall be made to the code official in such form and detail as prescribed by the code official. Applications for licenses or permits shall be accompanied by such plans as prescribed by the code official.
105.2.1 Refusal to issue licenses or permits. If the application for a license or permit describes a use that does not conform to the requirements of this fire code and other pertinent laws and ordinances, the code official shall not issue a license or permit but shall return the application to the applicant with the refusal to issue such license or permit. Such refusal shall, when requested, be in writing and shall contain the reasons for refusal.
105.2.2 Inspection authorized. Before a new operational license or permit is approved, the code official is authorized to inspect the receptacles, vehicles, buildings, devices, premises, storage spaces, or areas to be used to determine compliance with this fire code or any operational constraints required.
105.2.3 Time limitation of application. An application for an operational license or permit for any proposed work or operation shall be deemed to have been abandoned six months after the date of filing, unless such application has been diligently prosecuted or a permit shall have been issued; except that the code official is authorized to grant one or more extensions of time for additional periods not exceeding 90 days each if there is reasonable cause.
105.2.4 Action on application. The code official shall examine or cause to be examined applications for operational licenses and permits and amendments thereto within a reasonable time after filing. If the application or the construction documents do not conform to the requirements of pertinent laws, the code official shall reject such application in writing, stating the reasons therefor. If the code official is satisfied that the proposed work or operation conforms to the requirements of this code and laws and ordinances applicable thereto, the code official shall issue a permit therefor as soon as practicable.
105.2.5 Fee schedule. Fees for licenses and permits shall be as set forth by city ordinance.
105.2.6 Increased fee. When work for which a permit is required by this fire code is started without obtaining the required permit, the fee as specified in Section 105.2.5 shall be doubled. The payment of such increased fee shall not relieve any person or firm from completely complying with all applicable sections of this fire code for said work.
105.3 Conditions of an operational license or permit. An operational license or permit shall constitute permission to maintain, store, or handle materials; or to conduct processes which produce conditions hazardous to life or property; or to install equipment utilized in connection with such activities; or to install or modify any fire protection system or equipment or any other construction, equipment installation, or modification in accordance with the provisions of this fire code where a permit is required by Sections 105.5, 105.6, [and] 105.7. Such permission shall not be construed as authority to violate, cancel, or set aside any of the provisions of this fire code or other applicable regulations or laws of the jurisdiction.
105.3.1 Expiration. A construction permit shall remain in effect until reissued, renewed, or revoked or for such a period of time as specified in the permit. Construction permits shall automatically become invalid unless the work authorized by such permit is commenced within 180 days after its issuance, or if the work authorized by such permit is suspended or abandoned for a period of 180 days after the time the work is commenced. Before such work recommences, a new permit shall be first obtained and the fee, if any, shall be one-half the amount required for a new permit for such work, provided no changes have been made or will be made in the original construction documents for such work, and provided further that such suspension or abandonment has not exceeded one year. Permits are not transferable and any change in occupancy, operation, tenancy, or ownership shall require that a new permit be issued.
105.3.5 Posting the license or permit. Issued licenses and permits shall be kept on the premises designated therein at all times and shall be readily available for inspection by the code official.
105.3.6 Compliance with code. The issuance or granting of a license or permit shall not be construed to be a license or permit for, or an approval of, any violation of any of the provisions of this fire code or of any other ordinance of the jurisdiction. Licenses or permits presumed to give authority to violate or cancel the provisions of this fire code or other ordinances of the jurisdiction shall not be valid. The issuance of a license or permit based on construction documents and other data shall not prevent the code official from requiring the correction of errors in the construction documents and other data. Any addition to or alteration of approved construction documents shall be approved in advance by the code official, as evidenced by the issuance of a new or amended permit.
105.3.7 Information on the license or permit. The code official shall issue all licenses or permits required by this fire code on an approved form furnished for that purpose. The license or permit shall contain a general description of the operation or occupancy and its location, and any other information required by the code official. Issued licenses or permits shall bear the signature of the code official.
105.3.9 Electronic submittal of documents. Submittal of “as built” construction documents for building fire protection systems shall be provided within ten days of final acceptance testing. Documents shall be in an approved electronic format.
105.4 Revocation. The code official may revoke an operational license or permit issued under the provisions of this fire code when it is found by inspection or otherwise that there has been a false statement or misrepresentation as to the material facts in the application or construction documents on which the permit or approval was based including, but not limited to, any one of the following:
1. The license or permit is used for a location or establishment other than that for which it was issued.
2. The license or permit is used for a condition or activity other than that listed in the permit.
3. Conditions and limitations set forth in the license or permit have been violated.
4. There have been any false statements or misrepresentations as to the material fact in the application for the license or permit or plans submitted or a condition of the permit.
5. The license or permit is used by a different person or firm than the name for which it was issued.
6. The licensee or permittee failed, refused, or neglected to comply with orders or notices duly served in accordance with the provisions of this fire code within the time provided therein.
7. The license or permit was issued in error or in violation of an ordinance, regulation, or this fire code.
105.5 Required operational licenses and/or permits. The code official may issue operational licenses and/or permits for the operations set forth in Sections 105.5.1 through 105.5.52.
105.5.1 Additive manufacturing. No license or permit required.
105.5.2 Aerosol products, aerosol cooking spray products, and plastic aerosol 3 products. No license or permit required.
105.5.3 Amusement areas. No license or permit required.
105.5.4 Aviation facilities. An operational license is required to use a Group H or Group S occupancy for aircraft servicing or repair and aircraft fuel-servicing vehicles.
105.5.5 Carnivals and fairs. No license or permit required.
105.5.6 Cellulose nitrate film. No license or permit required.
105.5.7 Combustible dust-producing operations. An operational license is required to operate a grain elevator, flour starch mill, feed mill, or a plant pulverizing aluminum, coal, cocoa, magnesium, spices or sugar, or other operations producing combustible dusts as defined in Chapter 2 of this fire code.
105.5.8 Combustible fibers. No license or permit required.
105.5.9 Compressed gases. No license or permit required. Associated Table 105.5.9 shall be utilized where referenced for application of other provisions of this fire code.
105.5.10 Covered and open mall buildings. No license or permit required.
105.5.11 Cryogenic fluids. No license or permit required. Associated Table 105.5.11 shall be utilized where referenced for application of other provisions of this fire code.
105.5.12 Cutting and welding. No license or permit required.
105.5.13 Dry cleaning plants. An operational license is required to engage in the business of dry cleaning or to change to a more hazardous cleaning solvent used in existing dry cleaning equipment.
105.5.14 Energy storage solutions. Not adopted by the city.
105.5.15 Exhibits and trade shows. No license or permit required.
105.5.16 Explosives. An operational license is required for the manufacture, storage, handling, sale, or use of any quantity of explosives, explosive material, fireworks, or pyrotechnic special effects within the scope of Chapter 56 of this fire code.
Exception: Storage in Group R-3 occupancies of smokeless propellant, black powder, and small arms primers for personal use, not for resale, and in accordance with Section 5606.
105.5.17 Fire hydrants and valves. No license or permit required.
105.5.18 Flammable and combustible liquids. An operational license is required:
1. To use or operate a pipeline for the transportation within facilities of flammable or combustible liquids. This requirement shall not apply to the off-site transportation in pipelines regulated by the Department of Transportation (DOT) nor does it apply to piping systems.
2. To store, handle, or use Class I liquids in excess of 5 gallons (19 L) in a building or in excess of 10 gallons (37.9 L) outside of a building, except that a permit is not required for the following:
2.1. The storage or use of Class I liquids in the fuel tank of a motor vehicle, aircraft, motorboat, mobile power plant, or mobile heating plant, unless such storage, in the opinion of the code official, would cause an unsafe condition.
2.2. The storage or use of paints, oils, varnishes, or similar flammable mixtures when such liquids are stored for maintenance, painting, or similar purposes for a period of not more than 30 days.
3. To store, handle, or use Class II or Class IIIA liquids in excess of 25 gallons (95 L) in a building or in excess of 60 gallons (227 L) outside a building, except for fuel oil used in connection with oil-burning equipment.
4. To store, handle, or use Class IIIB liquids in tanks or portable tanks for fueling motor vehicles at motor fuel-dispensing facilities or where connected to fuel-burning equipment.
Exception: Fuel oil and used motor oil used for space heating or water heating.
5. To remove Class I or II liquids from an underground storage tank used for fueling motor vehicles by any means other than the approved, stationary on-site pumps normally used for dispensing purposes.
6. To operate tank vehicles, equipment, tanks, plants, terminals, wells, fuel-dispensing stations, refineries, distilleries, and similar facilities where flammable and combustible liquids are produced, processed, transported, store, dispensed, or used.
7. To place temporarily out of service (for more than 90 days) an underground, protected above-ground or above-ground flammable or combustible liquid tank.
8. To change the type of contents stored in a flammable or combustible liquid tank to a material that poses a greater hazard than that for which the tank was designed and constructed.
9. To manufacture, process, blend, or refine flammable or combustible liquids.
10. To engage in the dispensing of liquid fuels into the fuel tanks of motor vehicles at commercial, industrial, governmental, or manufacturing establishments.
11. To utilize a site for the dispensing of liquid fuels from tank vehicles into the fuel tanks of motor vehicles, marine craft, and other special equipment at commercial, industrial, governmental, or manufacturing establishments.
105.5.19 Floor finishing. An operational permit is required for floor finishing or surfacing operations exceeding 350 square feet (33 m2) using Class I or Class II liquids.
105.5.20 Fruit and crop ripening. An operational license is required to operate a fruit- or crop-ripening facility or conduct a fruit-ripening process using ethylene gas.
105.5.21 Fumigation and insecticidal fogging. No license or permit required.
105.5.22 Hazardous materials. No license or permit required. Associated Table 105.5.22 shall be utilized where referenced for application of other provisions of this fire code.
105.5.23 HPM facilities. No license or permit required.
105.5.24 High-piled storage. No license or permit required.
105.5.25 Hot work operations. No license or permit required.
105.5.26 Indoor plant cultivation. No license or permit required.
105.5.27 Industrial ovens. No license or permit required.
105.5.28 Liquid- or gas-fueled vehicles or equipment in assembly buildings. No license or permit required.
105.5.29 Lithium batteries. No license or permit required.
105.5.30 LP gas. An operational license is required for:
1. Storage and use of LP gas.
Exception: A permit is not required for individual containers with a 500-gallon (1,893 L) water capacity or less serving occupancies in Group R-3.
2. Operation of cargo tankers that transport LP gas.
105.5.31 Lumber yards and woodworking plants. An operational license is required for the storage or processing of lumber exceeding 100,000 board feet (8,333 ft3) (236 m3).
105.5.32 Magnesium. No license or permit required.
105.5.33 Miscellaneous combustible storage. No license or permit required.
105.5.34 Mobile food preparation vehicles. Not adopted by the city.
105.5.35 Motor fuel-dispensing facilities. An operational license is required for the operation of automotive, marine, and fleet motor fuel-dispensing facilities.
105.5.36 Open burning. An operational permit is required for the kindling or maintaining of an open fire or a fire on any public street, alley, road, or other public or private ground. Instructions and stipulations of the permit shall be adhered to.
Exception: Recreational fires.
105.5.37 Open flames and torches. No license or permit required.
105.5.38 Open flames and candles. See Section 105.8 for permit requirements.
105.5.39 Organic coatings. No license or permit required.
105.5.40 Outdoor places of assembly. No license or permit required.
105.5.41 Places of assembly. No license or permit required.
105.5.42 Plant extraction systems. An operational license is required to use plant extraction systems.
105.5.43 Private fire hydrants. No license or permit required.
105.5.44 Pyrotechnic special effects material. See Section 105.8.1 for permit requirements.
105.5.45 Pyroxylin plastics. No license or permit required.
105.5.46 Refrigeration equipment. No license or permit required.
105.5.47 Repair garages and motor fuel dispensing facilities. An operational license is required for operation of repair garages.
105.5.48 Rooftop heliports. An operational license is required for the operation of a rooftop heliport.
105.5.49 Spraying or dipping. An operational license is required to conduct a spraying or dipping operation utilizing flammable or combustible liquids or the application of combustible powders regulated by Chapter 24 of this fire code.
105.5.50 Storage of scrap tires and tire byproducts. No license or permit required.
105.5.51 Temporary membrane structures, special event structures and tents. See Section 105.6.26 for construction permit requirements.
105.5.52 Tire-rebuilding plants. An operational license is required for the operation and maintenance of a tire-rebuilding plant.
105.5.53 Waste handling. No license or permit required.
105.5.54 Wood products. No license or permit required.
105.5.55 Temporary heating or cooking in tents or membrane structures. No license or permit required.
105.5.56 Temporary heating or cooking in wildfire risk areas. No license or permit required.
105.5.57 Temporary heating for construction sites. No license or permit required.
105.6 Required construction permits. The fire code official is authorized to issue construction permits for work as set forth in Sections 105.6.1 through 105.6.26.
105.6.1 Automatic fire-extinguishing systems. A construction permit is required for installation of or modification to an automatic fire-extinguishing system, other than an automatic sprinkler system. Maintenance performed in accordance with this fire code is not considered a modification and does not require a permit.
105.6.2 Automatic sprinkler systems. A construction permit is required for installation of or modification to an automatic sprinkler system. Maintenance performed in accordance with this fire code is not considered to be a modification and does not require a permit.
105.6.3 Compressed gases. No license or permit required.
105.6.4 Cryogenic fluids. No license or permit required.
105.6.5 Elevators. A construction permit is required for the installation or modification of passenger and/or fire service elevators required to have emergency operation. Maintenance performed in accordance with code and standards is not considered a modification and does not require a permit.
105.6.6 Emergency responder communications enhancement system. A construction permit is required for installation or modification to emergency responder communication enhancement systems and related equipment. Maintenance performed in accordance with this code is not considered to be a modification and does not require a construction permit.
105.6.7 Energy storage systems. No license or permit required.
105.6.8 Fire alarm and detection systems and related equipment. A construction permit is required for installation of or modification to fire alarm and detection systems and related equipment. Maintenance performed in accordance with this fire code is not considered a modification and does not require a permit.
105.6.9 Fire pumps and related equipment. A construction permit is required for installation of or modification to fire pumps and related fuel tanks, jockey pumps, controllers, and generators. Maintenance performed in accordance with this fire code is not considered a modification and does not require a permit.
105.6.10 Flammable and combustible liquids. A construction permit is required:
1. To install, repair, or modify a pipeline for the transportation of flammable or combustible liquids.
2. To install, construct, or alter tank vehicles, equipment, tanks, plants, terminals, wells, fuel-dispensing stations, refineries, distilleries, and similar facilities where flammable and combustible liquids are produced, processed, transported, stored, dispensed, or used.
Exception: Where there are tanks installed or constructed containing 660 gallons of IIIB Combustible liquid or less, a construction permit is not required.
3. To install, alter, remove, abandon, place temporarily out of service, or otherwise dispose of a flammable or combustible liquid tank.
105.6.11 Fuel cell power systems. No license or permit required.
105.6.12 Gas detection systems. No license or permit required.
105.6.13 Gates and barricades across fire apparatus access roads. No license or permit required.
105.6.14 Hazardous materials. No license or permit required.
105.6.15 High piled combustible storage. No license or permit required.
105.6.16 Industrial ovens. No license or permit required.
105.6.17 LP gas. A construction permit is required for installation of or modification to an LP gas system. Maintenance performed in accordance with this fire code is not considered to be a modification and does not require a permit.
105.6.18 Motor vehicle repair rooms and booths. No license or permit required.
105.6.19 Plant extraction systems. No license or permit required.
105.6.20 Private fire hydrants. No license or permit required.
105.6.21 Smoke control or smoke exhaust system. No license or permit required.
105.6.22 Solar photovoltaic power systems. Adopted in the Building Code.
105.6.23 Special event structure. Temporary structures must be permitted following Section 105.6.25.
105.6.24 Spraying or dipping. A construction permit is required to install or modify a spray room, dip tank, or booth. Maintenance performed in accordance with this fire code is not considered to be a modification and does not require a permit.
105.6.25 Standpipe systems. A construction permit is required for the installation, modification, or removal from service of a standpipe system. Maintenance performed in accordance with this fire code is not considered a modification and does not require a permit.
105.6.26 Temporary membrane structures and tents. A construction permit is required to erect an air-supported temporary membrane structure or a tent having an area more than 1,000 square feet (92 m2). The owner of the temporary membrane structure, or their representative, shall acquire the construction permit prior to the placement of the structure.
Exceptions:
1. Tents used exclusively for recreational camping purposes.
2. Funeral tents and curtains or extensions attached thereto, when used for funeral services.
3. Tents and awnings open on all sides which comply with all the following:
3.1 Individual tents shall have a maximum size of 1,000 square feet (92 m2).
3.2 The aggregate area of multiple canopies placed side by side without a fire break clearance of not less than 12 feet (3,658 mm) shall not exceed 1,000 square feet (92 m2) total.
3.3 A minimum clearance of 12 feet (3,658 mm) to structures and other tents shall be maintained.
105.7 Required event permits.
105.7.1 Pyrotechnic displays and open flame demonstrations. An event permit is required for all pyrotechnic displays or for open flames during a theatrical or concert performance.
105.7.2 Blasting. A permit is required for blasting or use of explosives during a construction project.
105.7.3 Life safety standby. An event permit issued by the fire code official is required for public assembly events where life safety risks may require a life safety standby by Sioux Falls Fire Rescue personnel, as determined by the fire marshal or assistant fire marshal. These include events where use of pyrotechnic or open flames are used as part of an entertainment or performance, where crowds are anticipated to be beyond occupancy load limits, where life safety systems are not in normal condition to accommodate performance effects for an entertainment event, or when in the opinion of the fire code official, public safety may be compromised, or major events where public safety is of concern or egress may be compromised (see ARTICLE 9, ASSEMBLY AND SPECIAL EVENTS).
112.1 General. For the purpose of appeal of items relating to interpretation and application of this fire code, the Board of Appeals as established in Chapter 30 of the Code of Ordinances of Sioux Falls, SD, shall be utilized. The decision of the board or the hearing examiner is subject to judicial review as provided by law.
113.4 Violation penalties. Any person who violates a provision of this fire code or fails to comply with any of its requirements or who erects, installs, alters, repairs, or does work in violation of the approved construction documents or directive of the code official, or of a permit or certificate used under provisions of this fire code, is guilty of a city ordinance violation, punishable by the general penalty provisions of Chapter 40 of the Code of Ordinances of Sioux Falls, SD.
114.4 Failure to comply. 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 liable to a fine as specified in the general penalty provisions of Chapter 40 of the Code of Ordinances of Sioux Falls, SD.
202 GENERAL DEFINITIONS
Recreational Fire. An outdoor fire burning firewood or charcoal where the fuel being burned is not contained in an incinerator, outdoor fireplace, portable outdoor fireplace, barbeque grill or barbeque pit and has a total fuel area of 3 feet (914 mm) or less in diameter and 2 feet (610 mm) or less in height for pleasure, religious, ceremonial, cooking, warmth or similar purposes.
Mission-Critical Push-to-Talk (MCPTT). A standards-based voice communications service defined by 3GPP for use by public safety agencies, providing high-reliability, low-latency, one-to-many and one-to-one voice communications over LTE or 5G networks. MCPTT includes emergency alerting, priority access, and preemption capabilities.
307.4.2 Recreational fires. Recreational fires shall not be conducted within 15 feet (4,572 mm) of a structure or combustible material. Conditions that could cause a fire to spread within 15 feet (4,572 mm) of a structure shall be eliminated prior to ignition.
307.4.3 Portable outdoor fireplaces. Portable outdoor fireplaces shall be used in accordance with the manufacturer’s instructions and shall not be operated within 15 feet (4,572 mm) of a structure or combustible material.
308.1.4 Open-flame cooking devices. Not adopted by the city.
312.2 Posts. Guard posts shall comply with all of the following requirements:
1. Constructed of steel not less than 4 inches (102 mm) in diameter and concrete filled.
2. Spaced not more than 4 feet (1,219 mm) between posts on center.
3. Set not less than 4 feet (1,219 mm) deep in a concrete footing of not less than a 15-inch (381 mm) diameter.
4. Set with the top of the posts not less than 3 feet (914 mm) aboveground.
5. Located not less than 3 feet (914 mm) from the protected object.
315.2 Permit required. Not adopted by the city.
315.3.3 Equipment rooms. Combustible material shall not be stored in boiler rooms, mechanical rooms, or electrical equipment rooms.
Exception:
Fire sprinkler-protected mechanical rooms meeting all of the following:
1. Containing no fuel-fired or electric heat-producing equipment other than that used exclusively for conditioning the mechanical space.
2. Containing entirely ducted (non-plenum) air-handling equipment.
3. Storage shall be kept a minimum of 4 feet (1,219 mm) away, or per manufacturer’s specified clearance, where greater, from all portions of equipment and shall not hinder ready access to equipment servicing areas or controls.
4. Required clearances shall be permanently marked in an approved manner upon the floor surrounding the equipment such as to make prohibited storage areas plainly visible.
320.2 Permits. Not adopted by the City.
320.4.2.1 Technical opinion and report. A Technical opinion and report complying with Section 104.2.2 shall be prepared to evaluate the fire explosion risk associated with the indoor storage area and to make recommendations for fire and explosion protection. The report shall be submitted to the fire code official and shall require the fire code official’s approval. In addition to the requirements of Section 104.2.2, the technical opinion and report shall specifically evaluate the following:
1. The potential to deflagration of flammable gases released during a thermal runway event.
2. The basis of design for an automatic sprinkler system or other approved fire suppression system. Such design basis shall reference relevant full-scale fire testing or another approved method of demonstrating sufficiency of the recommended design.
505.1 Address identification. New and existing buildings shall be provided with approved address numbers or letters. Each character shall be not less than 4 inches (102 mm) in height and not less than 0.5 inch (12.7 mm) in width. They shall be installed on a contrasting background and be plainly visible from the street or road fronting the property. When required by the code official, address numbers shall be provided in additional approved locations to facilitate emergency response. Multibuilding campus/complex developments addressed on private or public streets shall be provided with signage at the entrance to the campus/complex indicative of the address ranges within. Where access is by means of a private road and the building address cannot be viewed from the public way, a monument, pole, or other approved sign or means shall be used to identify the structure. Address identification shall be maintained.
510.1 Emergency responder communications enhancement systems in new buildings. Approved in-building emergency responder communications enhancement system (ERCES) for emergency responders shall be provided in all new buildings. In-building ERCES within the building shall be based on the existing coverage levels of the public safety communications systems utilized by the jurisdiction, measured at the exterior of the building. The ERCES, where required shall be Distributed Antenna System (DAS) or Bi-Directional Amplifier (BDA), Wi-Fi, or LTE as determined by the fire code official and the frequency license holder(s). This section shall not require improvement of the existing public safety communications system.
Exceptions:
1. Where approved by the building official and the fire code official, a wired communications system in accordance with Section 907.2.13.2 shall be permitted to be installed or maintained instead of an approved communications coverage system.
2. Where it is determined by the fire code official that the communications coverage system is not needed.
3. In facilities where emergency responder communications coverage is required and such systems, components or equipment required could have a negative impact on the normal operations of that facility, the fire code official shall have the authority to accept an automatically activated emergency responder communications coverage system.
4. One-story buildings not exceeding 12,000 square feet (1,115 m2) with no below-ground area(s).
510.3.1 Permit required. A construction permit for the installation of or modification to in-building emergency responder communications enhancement systems (ERCES) and related equipment is required as specified in section 105.6. Maintenance performed in accordance with this code is not considered a modification and does not require a permit.
510.3.2 Operational permit. Not adopted by the City.
510.4 Technical requirements. Equipment required to provide in-building emergency responder communications enhancement shall be listed in accordance with UL 2524. Systems, components and equipment required to provide the in-building emergency responder communications enhancement system shall comply with Sections 510.4.1 through 510.4.2.8.
Exception: Where Wi-Fi and LTE are utilized for public safety radio operation, equipment listed in accordance with UL 2524 is not required.
510.4.2 System design. The in-building emergency responder communications enhancement system shall be designed in accordance with Sections 510.4.2.1 and NFPA 1225.
Exception: Where Wi-Fi and/or LTE is used for public safety radio operation, sections specifically related to RF technology should not apply.
510.4.2.4.1 Wi-Fi signal booster requirements. If used, Wi-Fi signal boosters shall meet the following requirements:
510.4.2.4.1.1 Coverage. Wi-Fi signal strength shall meet or exceed:
1. 67 dBm in all general areas.
2. -65 dBm in all critical areas.
3. Signal strength coverage shall meet the requirements of 510.4.1.
510.4.2.4.1.2 Performance. Wi-Fi networks shall provide:
1. Minimum 20 Mbps sustained throughput per device.
2. Latency not exceeding 150 ms to the public internet.
3. Latency not exceeding 50 ms to local network resources.
4. All access points shall support Wi-Fi 6 (802. 11ax) or newer.
510.4.2.4.1.3 Security. Public safety radios shall connect to a dedicated SSID as provided by the AHJ.
1. SSID shall be secured with one of the following:
1.1 WPA/WEP.
1.2 WPA2-Personal.
1.3 WPA3-Personal (SAE).
2. Authentication shall use 802.1X or certificate-based methods.
3. Public safety traffic shall be isolated on a dedicated VLAN with QoS prioritization.
510.4.2.4.2 LTE signal booster requirements. If used, LTE connectivity shall meet the following requirements:
510.4.2.4.2.1 Signal strength. LTE signal strength for the carrier(s) used by public safety radios shall meet or exceed:
1. -90 dBm RSRP throughout the building.
2. -80 dBm RSRP in critical areas.
510.4.2.4.2.2 Signal quality. LTE signal quality shall meet or exceed:
1. RSRQ: Better than -10 dB.
2. SINR: Greater than 5 dB.
3. CQI: Sufficient to support mission critical PTT and data.
510.4.2.4.2.3 Performance. LTE connectivity shall support:
1. Mission critical PTT.
2. Emergency alerting.
3. Secure data transmission.
4. Minimum performance thresholds:
4.1 Latency <150 ms to carrier core.
4.2 Uplink throughout ≥ 5 Mbps sustained.
4.3 Downlink throughput ≥ 10 Mbps sustained
510.5 Installation requirements. The installation of the in-building emergency responder communications enhancement system (ERCES) shall be in accordance with NFPA 1225 and Sections 510.5.2 through 510.5.5.
Exception: Where Wi-Fi and/or LTE is used for public safety radio operation, sections specifically related to RF technology should not apply.
901.7 Systems out of service. Where a required fire protection system is out of service, the fire department and the code official shall be notified immediately and, where required by the code official, the building shall either be evacuated or an approved fire watch shall be provided for all occupants left unprotected by the shutdown until the fire protection system has been returned to service. Practices requiring fire protection (i.e., spray finishing, mixing/dispensing of flammable and hazardous liquids, etc.) shall be discontinued until fire protection system(s) are restored.
Where utilized, fire watches shall be provided with at least one approved means for notification of the fire department and their duty shall be to perform constant patrols of the protected premises and keep watch for fires.
Exception: Facilities with an approved notification and impairment management program. The notification and impairment program for water-based fire protection systems shall comply with NFPA 25.
[F] 903.2.6 Group I. An automatic sprinkler system shall be provided throughout buildings with a Group I fire area.
Exceptions:
1. An automatic sprinkler system installed in accordance with Section 903.3.1.1 is required in Group I-1 Condition 1 or 2 facilities.
2. An automatic sprinkler system is not required where Group I-4 day care facilities are at the level of exit discharge and where every room where care is provided has not fewer than one exterior exit door.
3. In buildings where Group I-4 day care is provided on levels other than the level of exit discharge, an automatic sprinkler system in accordance with Section 903.3.1.1 shall be installed on the entire floor where care is provided, all floors between the level of care and the level of exit discharge, and all floors below the level of exit discharge other than areas classified as an open parking garage.
[F] 903.2.8 Group R. An automatic sprinkler system installed in accordance with Section 903.3 shall be provided throughout all buildings with a Group R-1 and R-4 fire areas and Group R-2 multifamily residences having six or more dwelling units.
903.2.9.5 Posting of S-1 fire area vehicle weight capacities. Non-sprinklered fire areas between 5,000 and 12,000 square feet (465 m2–1,115 m2) in size and capable of storage shall have posted vehicle weight limit signage. The signage shall be posted in a conspicuous place approved by the building official. Signage stating: “ONLY VEHICLES UNDER 10,000 LBS. GVWR ALLOWED—BY ORDER OF SF BUILDING OFFICIAL,” in letters 1-inch high and on a contrasting background. Signage shall be maintained by the owner or the owner’s authorized agent.
Exception: Self storage facilities not greater than 10’ in height.
[F] 903.3.1.1.1 Exempt locations. Automatic sprinklers shall not be required in the following rooms or areas where such rooms or areas are protected with an approved automatic fire detection system in accordance with Section 907.2 that will respond to visible or invisible particles of combustion. Sprinklers shall not be omitted from a room merely because it is damp, of fire-resistance-rated construction, or contains electrical equipment.
1. A room or space where sprinklers constitute a serious life or fire hazard because of the nature of the contents, where approved by the fire code official. Such rooms shall be separated from the remainder of the building by fire barrier walls and horizontal assemblies having a fire-resistance rating of not less than two hours.
2. Generator and transformer rooms separated from the remainder of the building by walls and floor/ceiling or roof/ceiling assemblies having a fire-resistance rating of not less than two hours.
3. Rooms or areas that are of noncombustible construction with wholly noncombustible contents.
4. Fire service access elevator machine rooms and machinery spaces.
5. Machine rooms, machinery spaces, control rooms, and control spaces associated with occupant evacuation elevators designed in accordance with Section 3008 of the International Building Code.
[F] 903.3.1.2 NFPA 13R sprinkler systems. Automatic sprinkler systems in Group R occupancies shall be permitted to be installed throughout in accordance with NFPA 13R where the Group R occupancy meets all of the following conditions:
1. Four stories or fewer above grade plane.
2. For other than Group R-2 the floor level of the highest story is 60 feet (18,288 mm) or less above the lowest level of fire department vehicle access. For Group R-2 occupancies, the roof assembly is less than 60 feet (18,288 mm) above the lowest level of fire department vehicle access. The height of the roof assembly shall be determined by measuring the distance from the lowest required fire vehicle access road surface adjacent to the building to the eave of the highest pitched roof, the intersection of the highest roof to the exterior wall, or the top of the highest parapet, whichever yields the greatest distance.
3. The floor level of the lowest story is 60 feet (18,288 mm) or less below the lowest level of fire department vehicle
access.
The number of stories of Group R occupancies constructed in accordance with Sections 510.2 and 510.4 of the International Building Code shall be measured from grade plane.
[F] 903.3.5 Water supplies. Water supplies for automatic sprinkler systems shall comply with this section and the standards referenced in Section 903.3.1. The potable water supply shall be protected against backflow in accordance with the requirements of this section and the plumbing code. For connections to public waterworks systems, the water supply test used for design of fire protection systems shall be adjusted to account for seasonal and daily pressure fluctuations based on information from the water supply authority and as approved by the fire code official.
[F] 904.14.2 System interconnection. The actuation of the fire suppression system shall automatically shut down the fuel and/or electrical power supply to the cooking equipment and all electrical receptacles located beneath the hood. The fuel and electrical supply reset shall be manual.
907.2.1.1 System initiation in Group A occupancies with an occupant load of 1,000 or more. Activation of the fire alarm in Group A occupancies with an occupant load of 1,000 or more shall initiate a signal using an emergency voice/alarm communications system in accordance with Section 907.5.2.2.
Exceptions:
1. Group A-3 occupancies used for religious worship.
2. Where approved, the prerecorded announcement is allowed to be manually deactivated for a period of time, not to exceed three minutes, for the sole purpose of allowing a live voice announcement from an approved, constantly attended location.
907.2.2 Group B. A manual fire alarm system shall be installed in Group B occupancies where one of the following conditions exists:
1. The combined Group B occupant load of all floors is 500 or more.
2. The Group B occupant load is more than 100 persons above or below the lowest level of exit discharge.
3. The fire area contains an ambulatory health care facility.
4. The Group B fire area has more than two occupied levels.
Exception: Manual fire alarm boxes are not required where the building is equipped throughout with an automatic sprinkler system installed in accordance with Section 903.3.1.1 and the occupant notification appliances will activate throughout the notification zones upon sprinkler water flow.
907.2.6.2 Group I-2. An automatic smoke detection system shall be installed in corridors in Group I-2, Condition 1 facilities and spaces permitted to be open to the corridors by Section 407.2 of the Internation Building Code. The system shall be activated in accordance with Section 907.4. Group I-2, Condition 2 occupancies shall be equipped with an automatic smoke detection system as required in Section 407 of the International Building Code.
Exceptions: Corridor smoke detection is not required in smoke compartments that contain patient sleeping rooms where patient sleeping units are provided with smoke detectors that comply with UL 268. Such detectors shall provide a visual display on the corridor side of each patient sleeping unit and an audible and visual alarm at the care provider’s station attending each unit. Smoke detectors installed as part of an intelligent or addressable fire alarm system capable of annunciation of room origin at a constantly attended location shall be an acceptable alternative.
907.2.8.2 Automatic smoke detection system. An automatic smoke detection system that activates the occupant notification system in accordance with 907.5 shall be installed throughout all interior corridors serving sleeping units and at the top of each enclosed stairwell.
Exception: An automatic smoke detection system is not required in buildings that do not have interior corridors serving sleeping units and where each sleeping unit has a means of egress door opening directly to an exit or to an exterior exit access that leads directly to an exit.
907.2.9 Group R-2. Fire alarm systems and smoke alarms shall be installed in Group R-2 occupancies, as required in Sections 907.2.9.1 through 907.2.9.5.
907.2.9.1 Manual and automatic fire alarm system. A manual and automatic fire alarm system that activates the occupant notification system in accordance with Section 907.5 shall be installed in Group R-2 where any of the following conditions apply:
1. Any dwelling unit or sleeping unit is located three or more stories above the lowest level of exit discharge;
2. Any dwelling unit or sleeping unit is located more than one story below the highest level of exit discharge of exits serving the dwelling unit or sleeping unit; or
3. The building contains more than 16 dwelling units or sleeping units; or
4. The building contains four or more dwelling units or sleeping units above the level of exit discharge.
Exceptions:
1. A fire alarm system is not required in buildings not more than two stories in height where all dwelling units or sleeping units and contiguous attic and crawl spaces are separated from each other and public or common areas by at least 1-hour fire partitions and each dwelling unit or sleeping unit has an exit directly to a public way, exit court, or yard.
2. Manual fire alarm boxes are not required where the building is equipped throughout with an automatic sprinkler system installed in accordance with Section 903.3.1.1 or 903.3.1.2 and the occupant notification appliances will automatically activate throughout the notification zones upon a sprinkler water flow.
3. A fire alarm system is not required in buildings that do not have interior corridors serving dwelling units and are protected by an approved automatic sprinkler system installed in accordance with Section 903.3.1.1 or 903.3.1.2, provided that dwelling units either have a means of egress door opening directly to an exterior exit access that leads directly to the exits or are served by open-ended corridors designed in accordance with Section 1027.6, Exception 3.
907.2.9.4 Smoke Detectors. Automatic smoke detection shall be provided in each enclosed stairway and all exit corridors.
[F]907.2.12.1.2 Duct smoke detection. Duct smoke detectors complying with Section 907.3.1 shall be located as follows:
1. In the main return air and exhaust air plenum of each air-conditioning system having a capacity greater than 2,000 cubic feet per minute (cfm) (0.94 m3/s). Such detectors shall be located in a serviceable area downstream of the last duct inlet.
2. At each connection to a vertical duct or riser serving two or more stories from a return air duct or plenum of an air-conditioning system. In Group R-1 and R-2 occupancies, a smoke detector is allowed to be used in each return air riser carrying not more than 5,000 cfm (2.4 m3/s) and serving not more than 10 air-inlet openings.
3. Duct smoke detectors installed more than 10 feet above a finished floor, above a ceiling, or on a rooftop shall be installed with remote test/indicators in an approved location below and in proximity to the unit served.
912.2.1 Visible location. Fire department connections shall be located on the street side of buildings, fully visible, and recognizable from the street or nearest point of fire department vehicle access or as otherwise approved by the code official. A weather-rated horn/strobe connected to the fire detection or sprinkler system shall be located not lower than 8 feet above the fire department connection and within 10 feet horizontally of the connection. The weather-rated horn/strobe must be visible from the fire lane or street.
1005.3.1 Stairways. The capacity, in inches (mm), of means of egress stairways shall be calculated by multiplying the occupant load served by such stairway by a means of egress capacity factor of 0.3 inch (7.6 mm) per occupant. Where stairways serve more than one story, only the occupant load of each story considered individually shall be used in calculating the required capacity of the stairways serving that story.
Exceptions:
1. For other than Group H and I-2 occupancies, the capacity, in inches, of means of egress stairways shall be calculated by multiplying the occupant load served by such stairways by a means of egress capacity factor of 0.2 inches (5.1 mm) per occupant in buildings equipped throughout with an automatic sprinkler system installed in accordance with Section 903.3.1.1 or 903.3.1.2.
2. Facilities with smoke-protected assembly seating shall be permitted to use the capacity factors in Table 1030.6.2 indicated for stepped aisles for exit access or exit stairways where the entire path for means of egress from the seating to the exit discharge is provided with a smoke control system complying with Section 909.
3. Facilities with open-air assembly seating shall be permitted to the capacity factors in Section 1030.6.3 indicated for stepped aisles for exit access or exit stairways where the entire path for means of egress from the seating to the exit discharge is open to the outdoors.
1005.3.2 Other egress components. The capacity, in inches (mm), of means of egress components other than stairways shall be calculated by multiplying the occupant load served by such component by a means of egress capacity factor of 0.2 inch (5.1 mm) per occupant.
Exceptions:
1. For other than Group H and I-2 occupancies, the capacity, in inches (mm), or means of egress components other than stairways shall be calculated by multiplying the occupant load served by such component by a means of egress capacity factor of 0.15 inch (3.88 mm) per occupant in building equipped throughout with an automatic sprinkler system installed in accordance with Section 903.3.1.1 or 903.3.1.2.
2. Facilities with smoke-protected assembly seating shall be permitted to use the capacity factors in Table 1030.6.2 indicated for level or ramped aisles for means of egress components other than stairways where the entire path for means of egress from the seating to the exit discharge is provided with a smoke control system complying with Section 909.
3. Facilities with open-air assembly seating shall be permitted to the capacity factors in Section 1030.6.3 indicated for level or ramped aisles for means of egress components other than stairways where the entire path for means of egress from the seating to the exit discharge is open to the outdoors.
TABLE 1006.2.1 SPACES WITH ONE EXIT OR EXIT ACCESS DOORWAY

1008.2 Illumination required. The means of egress serving a room or space shall be illuminated at all times that the room or space is occupied.
Exceptions:
1. Occupancies in Group U.
2. Self-service storage units accessed directly from the exterior of the building.
3. Aisle accessways in Group A.
4. Dwelling units and sleeping units in Group R-1, R-2 and R-3.
5. Sleeping units of Group I occupancies.
1010.1.1 Size of doors. The required capacity of each door opening shall be sufficient for the occupant load thereof and shall provide a minimum clear opening width of 32 inches (813 mm). The clear opening width of doorways with swinging doors shall be measured between the face of the door and the frame stop, with the door open 90 degrees (1.57 rad). Where this section required a minimum clear opening of 32 inches (813 mm) and a door opening width of 32 inches (813 mm). In Group I-2, doors serving as means of egress doors where used for the movement of beds shall provide a minimum clear opening width of 41 1/2 inches (1054 mm). The minimum clear opening height of doors shall be not less than 80 inches (2032 mm).
Exceptions:
1. In Group R-2 and R-3 dwelling and sleeping units that are not required to be an accessible unit, Type A unit or Type B unit, the minimum width shall not apply to door openings that are not part of the required means of egress.
2. In Group I-3, door opening to resident sleeping units that are not required to be an accessible unit shall have a minimum clear opening width of 28 inches (711 mm).
3. Door openings to storage closets less than 10 square feet (0.93 m2) in area shall not be limited by the minimum clear openings width.
4. Door openings within a dwelling unit or sleeping unit shall have a minimum clear opening height of 78 inches (1981 mm).
5. In dwelling and sleeping units that are not required to be accessible, Type A or Type B units, exterior door openings other than the required exit door shall have a minimum clear opening height of 76 inches (1930 mm).
6. In Groups I-1, R-2, R-3 and R-4, in dwelling and sleeping units that are not required to be accessible, Type A or Type B units, the minimum clear opening widths shall not apply to interior egress doors.
7. Door openings required to be accessible within Type B units intended for user passage shall have a minimum clear opening width of 31.75 inches (806 mm).
8. Doors serving sauna compartments, toilet compartments or dressing, fitting or changing compartments that are not required to be accessible shall have a minimum clear opening width of 20 inches (508 mm).
9. Doors serving shower compartments shall comply with the Plumbing Code.
1010.1.2 Egress door types. Egress doors shall be of the side-hinged swinging door, pivoted door, or balanced door types.
Exceptions:
1. Private garages, office areas, factory and storage area with an occupant load of 10 or less.
2. Group I-3 occupancies used as a place of detention.
3. Critical or intensive care patient rooms within suites of health care facilities.
4. Doors within or serving a single dwelling unit in Groups R-2 and R-3.
5. In other than Group H occupancies, revolving doors comply with Section 1010.3.1.
6. In other that Group H occupancies, special purpose horizontal sliding, accordion or folding door assemblies complying with Section 1010.3.3.
7. Power-operated doors in accordance with Section 1010.3.2.
8. Doors serving a bathroom within an individual dwelling unit or sleeping unit in Group R-1.
9. In other than Group H occupancies, manually operated horizontal sliding doors are permitted in a means of egress from spaces with an occupant load of 30 or less.
1010.1.6 Thresholds. Thresholds at doorways shall not exceed 3/4 inch (19.1 mm) in height above the finished floor or landing for sliding doors serving dwelling units or 1/2 inch (12.7 mm) above the finished floor or landing for other doors. Raised thresholds and floor level changes greater than 1/4 inch (6.4 mm) at doorways shall be beveled with a slope not greater than one unit vertical in two units horizontal (50-percent slope).
Exceptions:
1. In occupancy Group R-2 or R-3, threshold heights for sliding and side-hinged exterior doors shall be permitted to be up to 8 inches (203 mm) in height if all of the following apply:
1.1. The door is not part of the required means of egress.
1.2. The door is not part of an accessible route as required by Chapter 11.
1.3. The door is not part of an accessible unit, Type A unit or Type B unit.
2. In Type B units, where Exception 5 to Section 1010.1.5 permits a 4 inch (102 mm) elevation change at the door, the threshold height on the exterior side of the door shall not exceed 4 3/4 inches (120 mm) in height above the exterior deck, patio or balcony for sliding doors or 4 1/2 inches (114 mm) above the exterior deck, patio or balcony for other doors.
1010.2.4 Locks and latches. Locks and latches shall be permitted to prevent operation of doors where any of the following exist:
1. Places of detention or restraint.
2. In Group I-1, Condition 2 and Group I-2 occupancies where the clinical needs or persons receiving care required containment or where persons receiving care pose a security threat, provided that all clinical staff can readily unlock doors at all times, and all such locks are keyed to keys carried by all clinical staff at all times or all clinical staff have the codes or other means necessary to operate the locks at all times.
3. In buildings in occupancy Group A having an occupant load of 300 or less, Groups B, F, M, and S, in places of religious worship, the main door or doors are permitted to be equipped with key-operated locking devices from the egress side provided:
3.1. The doors are the main exterior doors to the building, or the doors are the main doors to the tenant space.
3.2. The locking device is readily distinguishable as locked.
3.3. A readily visible durable sign is posted on the egress side on or adjacent to the door stating: THIS DOOR TO REMAIN UNLOCKED WHEN THIS SPACE IS OCCUPIED. The sign shall be in letters 1 inch (25 mm) high on a contrasting background.
3.4. The use of the key-operated locking device is revocable by the building official for due cause.
4. Manual bolts, automatic flush bolts and constant latching bolts on the inactive leaf of a pair of doors in accordance with Table 1010.2.4, provided that the inactive leaf does not have a doorknob, panic hardware, or similar operating hardware.
5. Single exit doors complying with Section 1006.2.1 or 1006.3.4 from individual dwelling or sleeping units of Group R occupancies and equipped with a night latch, dead bolt or security chain that required a second releasing motion, provided that such devices are openable from the inside without the use of a key or tool.
6. Fire doors after the minimum elevated temperature has disabled the unlatching mechanism in accordance with listed fire door test procedures.
7. Doors serving roofs not intended to be occupied shall be permitted to be locked preventing entry to the building from the roof.
8. Other than egress courts, where occupants must egress from an exterior space through the building for means of egress, exit access doors shall be permitted to be equipped with an approved locking device where installed and operated in accordance with all of the following:
8.1. The maximum occupant load shall be posted where required by Section 1004.9. Such signage shall be permanently affixed inside the building and shall be posted in a conspicuous space near all the exit access doorways.
8.2. A weatherproof telephone or two-way communication system installed in accordance with Sections 1009.8.1 and 1009.8.2 shall be located adjacent to not less than one required exit access door on the exterior side when the occupant load from the exterior space is greater than 50.
8.3. The egress door locking device is readily distinguishable as locked and shall be a key-operated locking device.
8.4. A clear window or glazed door opening, not less than 5 square feet (0.46 m2) in area, shall be provided at each exit access door to determine if there are occupants using the outdoor area.
8.5. A readily visible, durable sign shall be posted on the interior side on or adjacent to each locked required exit access door serving the exterior area stating, “THIS DOOR TO REMAIN UNLOCKED WHEN THE OUTDOOR AREA IS OCCUPIED.” The letters on the sign shall be not less than 1 inch (25.4 mm) high on a contrasting background.
8.6. The occupant load of the occupied exterior area shall not exceed 300 occupants in accordance with Section 1004.
9. Locking devices are permitted on doors to balconies, decks or other exterior spaces serving individual dwelling or sleeping units.
10. Locking devices are permitted on doors to balconies, decks or other exterior spaces of 250 square feet (23.23 m2) or less serving a private office space.
1011.5.2 Riser height and tread depth. Stair riser heights shall be 7 inches (178 mm) maximum and 4 inches (102 mm) minimum or between the stairway landing and the adjacent tread. The riser height shall be measured vertically between the nosings of adjacent treads or between the stairway and the adjacent tread. Rectangular tread depths shall be 11 inches (279 mm) minimum measured horizontally between the vertical planes of the foremost projection of adjacent treads and at a right angle to the tread’s nosing. Winder treads shall have a minimum tread depth of 11 inches (279 mm) between the vertical planes of the foremost projection of adjacent treads at the intersections with the walk line and a minimum tread depth of 10 inches (254 mm) within the clear width of the stair.
Exceptions:
1. Spiral stairways in accordance with Section 1011.10.
2. Stairways connecting stepped aisles to cross aisles or concourses shall be permitted to use the riser/tread dimension in Section 1029.14.2.
3. In Group R-3 occupancies, within dwelling units in Group R-2 occupancies not required by Chapter 11 to be accessible or Type A dwelling or sleeping units, and in Group U occupancies that are accessory to a Group R-3 occupancy or accessory to individual dwelling units in Group R-2 occupancies, the maximum riser height shall be 8 inches (203 mm), the minimum tread depth shall be 10 inches (254 mm), the minimum winder tread depth at the walk line shall be 10 inches (254 mm), and the minimum winder tread depth shall be 6 inches (152 mm). A nosing projection not less than 3/4 inch (19.1 mm), but not more than 1 1/4 inches (32 mm), shall be provided on stairways with solid risers where the tread depth is less than 11 inches (279 mm).
4. See Section 503.1 of the International Existing Building Code for the replacement of existing stairways.
5. In Group I-3 facilities, stairways providing access to guard towers, observation stations, and control rooms not more than 250 square feet (23 m2) in area shall be permitted to have a maximum riser height of 8 inches (203 mm) and a minimum tread depth of 9 inches (229 mm).
1011.5.5.3 Solid risers. Risers shall be solid.
Exceptions:
1. Solid risers are not required for stairways that are not required to comply with Section 1009.3, provided that the opening between treads does not permit the passage of a sphere with a diameter of 5 inches (127 mm).
2. Solid risers are not required for occupancies in Group I-3 or in Group F, H and S occupancies other than areas accessible to the public. The size of the opening in the riser is not restricted.
3. Solid risers are not required for spiral stairways constructed in accordance with Section 1011.10.
1015.4 Opening limitations. Required guards shall not have openings that allow passage of a sphere 5 inches (127 mm) in diameter from the walking surface to the required guard height.
Exceptions:
1. The triangular openings at the open sides of a stair, formed by the riser, tread, and bottom rail shall not allow passage of a sphere 6 inches (152 mm) in diameter.
2. At elevated walking surfaces for access to and use of electrical, mechanical, or plumbing systems or equipment, guards shall not have openings that allow passage of a sphere 21 inches (533 mm) in diameter.
3. In areas that are not open to the public within occupancies in Group B, I-3, F, H, M, or S, and for alternating tread devices and ships ladders, guards shall not have openings that allow passage of a sphere 21 inches (533 mm) in diameter.
4. In assembly seating areas, guards required at the end of aisles in accordance with Section 1029.17.4 shall not have openings that allow passage of a sphere 5 inches (127 mm) in diameter up to a height of 26 inches (660 mm). From a height of 26 inches (660 mm) to 42 inches (1,067 mm) above the adjacent walking surfaces, guards shall not have openings that allow passage of a sphere 8 inches (203 mm) in diameter.
5. Within individual dwelling units and sleeping units in Group R-2 and R-3 occupancies, guards on the open sides of stairs shall not have openings that allow passage of a sphere 5 inches (127 mm) in diameter.
TABLE 1020.2 CORRIDOR FIRE-RESISTANCE RATING

a. For requirements for occupancies in Group I-2, see Sections 407.2 and 407.3.
b. For a reduction in the fire-resistance rating for occupancies in Group I-3, see Section 408.8.
c. Buildings equipped throughout with an automatic sprinkler system in accordance with Section 903.3.1.1 or 903.3.1.2 where allowed.
d. Group R-3 and R-4 buildings equipped throughout with an automatic sprinkler system in accordance with Section 903.3.1.3. See Section 903.2.8 for occupancies where automatic sprinkler systems are permitted in accordance with Section 903.3.1.3.
1020.5 Dead ends. Where more than one exit or exit access doorway is required, the exit access shall be arranged such that the dead-end corridors do not exceed 20 feet (6,096 mm) in length.
Exceptions:
1. In Group I-3 of Condition 2, 3, or 4 occupancies, the dead-end in a corridor shall not exceed 50 feet (15,240 mm).
2. In occupancies in Groups B, E, F, M, R-1, R-2, S, and U, where the building is equipped throughout with an automatic sprinkler system in accordance with Section 903.3.1.1, the length of the dead-end corridors shall not exceed 50 feet (15,240 mm).
3. In occupancies in Groups I-1 where the building is equipped throughout with an automatic sprinkler system in accordance with Section 903.3.1.1, the length of the dead-end corridors shall not exceed 30 feet (9,144 mm).
4. A dead-end corridor shall not be limited in length where the length of the dead-end corridor is less than 2.5 times the least width of the dead-end corridor.
5. In Group I-2, Condition 2 occupancies, the length of dead-end corridors that do not serve patient room or patent treatment spaces shall not exceed 30 feet (9,144 mm).
1023.8 Barrier at level of exit discharge. An interior exit stairway and ramp shall not continue below its level of exit discharge unless an approved barrier or a directional exit sign is provided at the level of exit discharge to prevent persons from unintentionally continuing into levels below. Directional exit signs shall be provided as specified in Section 1013.
1031.3.1 Minimum size. Emergency escape and rescue openings shall have a minimum net clear opening of 5.0 square feet (0.46 m2).
1031.3.3 Maximum height from floor. Emergency escape and rescue openings shall have the bottom of the clear opening not greater than 48 inches (1,219 mm) measured from the floor.
1031.5.2 Ladders or steps. Area wells with a vertical depth of more than 48 inches (1,219 mm) shall be equipped with an approved permanently affixed ladder or steps. The ladder or steps shall not be obstructed by the emergency escape and rescue opening when the window or door is in the open position. Ladders or steps required by this section shall not be required to comply with Section 1011.
1104.25 Egress path markings. Not adopted by the city.
2001.3 Operational license. For operational licenses to operate aircraft-refueling vehicles, application of flammable or combustible finishes, and hot work, see Section 105.5.
2101.2 Operational license required. An operational license shall be required as set forth in Section 105.5.
2201.2 Operational license. An operational license shall be required for combustible dust- producing operations as set forth in Section 105.5.
2301.2 Operational license. An operational license shall be required as set forth in Section 105.5.
2304.3 Unattended self-service stations. Unattended self-service stations shall be limited to private or corporate fleet vehicle service stations and shall comply with Sections 2304.3.1 through 2304.3.7.
2306.2 Method of storage. Approved methods of storage for Class I, II, and IIIA liquid fuels at motor fuel-dispensing facilities shall be in accordance with Sections 2306.2.1 through 2306.2.6. Double-walled underground storage tanks shall be used.
Exception: Above-ground storage tanks shall be acceptable as an alternative where engineering analysis has determined the use of underground storage tanks impractical or not feasible. Where approved, above-ground storage tanks shall be listed in accordance with UL 2085.
2306.2.1.1 Inventory control for underground tanks. Accurate daily inventory records shall be maintained and reconciled on underground fuel storage tanks for indication of possible leakage from tanks and piping. The records shall be kept at the premises or made available for inspection by the fire code official within 24 hours of a written or verbal request and shall include records for each product showing daily reconciliation between sales, use, receipts, and inventory on hand. Where there is more than one system consisting of tanks serving separate pumps or dispensers for a product, the reconciliation shall be ascertained separately for each tank system. A consistent or accidental loss of product shall be immediately reported to the fire code official.
2307.4 Location of dispensing operations and equipment. In addition to the requirements of Section 2306.7, the point of transfer for dispensing operations shall be 25 feet (7,620 mm) or more from buildings having combustible exterior wall surfaces, buildings having noncombustible exterior wall surfaces that are not part of a one-hour fire-resistance-rated assembly, or buildings having combustible overhangs, lot lines of property which could be built on, public streets, or sidewalks and railroads and at least 10 feet (3,048 mm) from driveways and buildings having noncombustible exterior wall surfaces that are part of a fire-resistance-rated assembly having a rating of one-hour or more.
Exception: The point of transfer for dispensing operations need not be separated from canopies that are constructed in accordance with the International Building Code and which provide weather protection for the dispensing equipment.
LP gas containers shall be located in accordance with Chapter 61. LP gas storage and dispensing equipment shall be located outdoors and in accordance with Section 2306.7.1. Like dispensing systems shall be separated by a minimum of 20 feet and a minimum of 50 feet from systems dispensing other liquid or gaseous motor vehicle fuels.
2308.3 Location of dispensing operations and equipment. Compression, storage, and dispensing equipment shall be located aboveground, outside. Like dispensing systems shall be separated by a minimum of 20 feet and a minimum of 50 feet from systems dispensing other liquid or gaseous motor vehicle fuels.
Exceptions:
1. Compression, storage, or dispensing equipment shall be allowed in buildings of noncombustible construction, as set forth in the International Building Code, which are unenclosed for three quarters or more of the perimeter.
2. Compression, storage, and dispensing equipment shall be allowed indoors in accordance with Chapter 53.
2309.3.1 Location of dispensing operations and equipment. Generation, compression, storage, and dispensing equipment shall be located in accordance with Sections 2309.3.1.1 through 2309.3.1.5.5. Like dispensing systems shall be separated by a minimum of 20 feet and a minimum of 50 feet from systems dispensing other liquid or gaseous motor vehicle fuels.
2401.3 Operational licenses. Operational licenses shall be required as set forth in Sections 105.5 and 105.6.
2501.2 Operational license. An operational license shall be required as set forth in Section 105.5.
2801.2 Operational license. An operational license shall be required as set forth in Section 105.5.
3103.2 Approval required. Tents and membrane structures having an area in excess of 1,000 square feet (93 m2) shall not be erected, operated, or maintained for any purpose without first obtaining a permit per Section 105.6 and approval from the code official.
Exceptions:
1. Tents used exclusively for recreational camping purposes.
2. Tents open on all sides which comply with all of the following:
2.1. Individual tents having a maximum size of 1,000 square feet (93 m2).
2.2. The aggregate area of multiple tents placed side by side without a fire break clearance of 12 feet (3,658 mm), not exceeding 1,000 square feet (93m2) total.
2.3. A minimum clearance of 12 feet (3,658 mm) to all structures and other tents.
3105.2 Approval. Temporary stage canopies in excess of 1,000 square feet (93 m2) shall not be erected, operated, or maintained for any purpose without first obtaining approval and a permit in accordance with Section 105.6.
3105.4 Required documents. The following documents shall be submitted to the fire code official for review before a permit is approved:
1. Construction documents: Construction documents shall be prepared in accordance with the International Building Code by a registered design professional. Construction documents shall include:
1.1. A summary sheet showing the building code used, design criteria, loads, and support reactions.
1.2. Detailed construction and installation drawings.
1.3. Design calculations.
1.4. Operating limits of the structure explicitly outlined by the registered design professional including environmental conditions and physical forces.
1.5. Effects of additive elements such as video walls, supported scenery, audio equipment, vertical and horizontal coverings.
1.6. Means for adequate stability including specific requirements for guying and cross-bracing, ground anchors, or ballast for different ground conditions.
3206.12 Signage. Signage in conformance with Exhibits A, B, or C below shall be posted indicating the maximum storage height in accordance with the following:
1. In buildings capable of but not used for high-pile storage, signage shall be posted to indicate storage height to a maximum of 12 feet (6 feet where high-hazard commodities are stored).
2. Buildings designed for high-pile storage shall post signage at the designed storage height based on engineering analysis considering commodity classification, storage arrangement, and required fire protection designed storage height.
3206.12.1 Location of signs. Signs shall be mounted at the storage limitation height, at 50 feet on center intervals on all walls starting 25 feet from any corner, on columns, and/or on racking at approximate 50-foot intervals. Signs shall be visibly located and designed in accordance with the following as determined by commodity classification, storage height, and/or sprinkler design requirements:

3401.2 Operational license required. An operational license shall be required as set forth in Section 105.5.
4104.2 Open-flame cooking devices. Not adopted by the city.
5601.2 Operational license required. An operational license shall be required as set forth in Section 105.5 and regulated in accordance with this section.
5601.2.2 Sale and retail display. No person shall construct a retail display nor offer for sale explosives, explosive materials, or fireworks within the city limits of the city of Sioux Falls.
Exception: Existing locations. Nothing in this article shall be construed to prohibit any licensed South Dakota fireworks wholesaler in business as of January 1, 1982, to store or sell at wholesale at the then existing location.
5701.4 Operational licenses and permits. Operational licenses and permits shall be required as set forth in Sections 105.5 and 105.6.
5703.4 Spill control and secondary containment. Where required, rooms, buildings, or areas used for storage, dispensing, use, mixing, or handling Class I, II, and IIIA liquids shall be provided with spill control and secondary containment in accordance with Section 5004.2. Spill control and secondary containment shall meet the requirements of applicable South Dakota Administrative Rules.
5703.6.5 Protection from corrosion and galvanic action. Where subject to external corrosion, piping, related fluid-handling components, and supports for both underground and aboveground applications shall be fabricated from noncorrosive materials and coated or provided with corrosion protection. Dissimilar metallic parts that promote galvanic action shall not be joined. Cathodic protection systems shall meet the requirements of applicable South Dakota Administrative Rules.
5704.2.7.5.8 Overfill prevention. An approved means or method in accordance with Section 5704.2.9.7.5 and applicable South Dakota Administrative Rules shall be provided to prevent the overfill of all Class I, II, and IIIA liquid storage tanks.
5704.2.8.3 Secondary containment. Vaults shall be substantially liquid-tight and there shall be no backfill around the tank or within the vault. Vault impermeability ratings shall be in accordance with applicable South Dakota Administrative Rules. The vault floor shall drain to a sump. For premanufactured vaults, liquid tightness shall be certified as part of the listing provided by a nationally recognized testing laboratory. For field-erected vaults, liquid tightness shall be certified in an approved manner.
5704.2.9.5 Above-ground tanks inside of buildings. Tanks storing Class I, II, and IIIA liquids inside buildings shall be equipped with a device or other means to prevent overflow into the building including, but not limited to, a float valve, a preset meter on the fill line, a valve actuated by the weight of the tank’s contents, a low head pump which is incapable of producing overflow, or a liquid-tight overflow pipe at least one pipe size larger than the fill pipe and discharging by gravity back to the outside source of liquid or to an approved location. Aboveground tanks exceeding the exempt amounts shall be located in a special enclosure as defined in Section 2306.2.6 or in an H-2 room as defined in the International Building Code.
5704.2.9.7.3 Secondary containment. Protected aboveground tanks shall be provided with secondary containment, drainage control, or diking in accordance with Section 5704.2 and applicable South Dakota Administrative Rules. A means shall be provided to establish the integrity of the secondary containment in accordance with NFPA 30.
5704.2.9.7.5 Overfill prevention. Protected aboveground tanks shall not be filled in excess of 95 percent of their capacity. Overfill protection must also be consistent with applicable South Dakota Administrative Rules.
5704.2.10 Drainage and diking. The area surrounding a tank or group of tanks shall be provided with drainage control or shall be diked to prevent accidental discharge of liquid from endangering adjacent tanks, adjoining property, or reaching waterways. Diking must also meet the requirements of applicable South Dakota Administrative Rules.
Exceptions:
1. The code official is authorized to alter or waive these requirements based on a technical report which demonstrates that such tank or group of tanks does not constitute a hazard to other tanks, waterways, or adjoining property, after consideration of special features such as topographical conditions, nature of occupancy, and proximity to buildings on the same or adjacent property, capacity, and construction of proposed tanks and character of liquids to be stored, and nature and quantity of private and public fire protection provided.
2. Drainage control and diking is not required for listed secondary containment tanks.
5704.2.10.1 Volumetric capacity. The volumetric capacity of the diked area shall not be less than 110 percent of the greatest amount of liquid that can be released from the largest tank within the diked area. The capacity of the diked area enclosing more than one tank shall be calculated by deducting the volume of the tanks other than the largest tank below the height of the dike.
5704.2.11 Underground tanks. Underground storage of flammable and combustible liquids in tanks shall comply with Section 5704.2 and Sections 5704.2.11.1 through 5704.2.11.4.2 and shall be double-walled.
5704.2.11.2 Depth and cover. Excavation for underground storage tanks shall be made with due care to avoid undermining of foundations of existing structures. Underground tanks shall be set on firm foundations and surrounded with at least 6 inches (152 mm) of noncorrosive inert material, such as clean sand or in accordance with manufacturer’s recommended practice, whichever provides the greatest protection.
5704.2.11.3 Overfill protection and prevention systems. Fill pipes shall be equipped with a spill container and an overfill prevention system in accordance with NFPA 30 and applicable South Dakota Administrative Rules.
5704.2.11.4 Leak prevention. Leak prevention for underground tanks shall comply with Sections 5704.2.11.4.1 and 5704.2.11.4.2 and applicable South Dakota Administrative Rules.
5704.2.11.4.1 Inventory control. Daily inventory records shall be maintained for underground storage tank systems. Such systems shall be in accordance with applicable South Dakota Administrative Rules.
5704.2.11.4.2 Leak detection. Underground storage tank systems shall be provided with an approved method of leak detection from any component of the system that is designed and installed in accordance with NFPA 30 and applicable South Dakota Administrative Rules.
5704.2.13.1.2 Out of service for 90 days. Underground tanks not used for a period of 90 days shall be safeguarded in accordance with all the following or be removed in accordance with Section 5704.2.14:
1. Flammable or combustible liquids shall be removed from the tank.
2. All piping, including fill line, gauge opening, vapor return, and pump connection, shall be capped or plugged and secured from tampering.
3. Vent lines shall remain open and be maintained in accordance with Sections 5704.2.7.3 and 5704.2.7.4.
4. Prior to reuse, tanks and piping systems out of service for greater than 90 days shall be tested for tightness by an approved method.
5704.2.13.1.4 Tanks abandoned in place. Tanks must be removed from the ground unless there is documentation by a professional approved by the fire code official that such removal would be impractical. Tanks abandoned in place shall be abandoned as follows:
1. Flammable and combustible liquids shall be removed from the tank and connected piping.
2. The suction, inlet, gauge, vapor return, and vapor lines shall be disconnected.
3. The tank shall be filled completely with an approved, inert solid material.
Exception: Residential heating oil tanks of 1,100 gallons (4,164 L) or less, provided the fill line is permanently removed to a point below grade to prevent refilling of the tank.
4. Remaining underground piping shall be capped or plugged.
5. A record of tank size, location, and date of abandonment shall be retained.
6. All exterior above-grade fill piping shall be permanently removed when tanks are abandoned or removed.
5707.1.1 Approval required. Mobile fueling operations shall not be conducted without first obtaining an operational license in accordance with Section 105.5.
6101.2 Operational licenses and permits. Operational licenses and/or permits shall be required as set forth in Sections 105.5 and 105.6. Distributors shall not fill an LP gas container for which a permit is required unless a permit for installation has been issued for that location by the code official.
D103.6.3 Emergency access route signage. Where temporary emergency access roads are required, signage shall be posted following Figure D103.6.3.

Figure D103.6.3
D103.6.4 Subdivision roadway widths. All subdivision private roadways must meet 28-foot road width as specified in Chapter 157 of Sioux Falls, South Dakota Code of Ordinances and Engineering Design Standards.
D107.3 Temporary emergency access roads. Temporary access roads for emergency response use only shall meet the following:
1. A minimum of 6 inches of gravel (or other approved material) compacted to 95 percent compaction, capable of all-weather travel.
2. Roads shall be a minimum of 20 feet unobstructed width.
3. Access/entrance to the road may be controlled via a secured chain or gate at points of entry and at connection to an interior intersecting roadway.
4. Fire lane signage, in accordance with IFC Appendix ‘D’, shall be posted to prohibit vehicle blockage of access roadway entry/exit points.
5. Road maintenance, including grading/scraping to maintain a navigable surface and required snow removal, shall be performed as needed to ensure the constant availability for use. Maintenance shall be the sole responsibility of the developer.
6. Failure to maintain a functional driving surface will require the temporary access road to be paved in accordance with the requirements of the City of Sioux Falls Engineering Design Standards. This is not a substitute for a second permanent approved fire apparatus access road as required by code.
Date adopted: 09/15/26 .
Christine Erickson, Mayor
ATTEST:
Jermery J. Washington, City Clerk
Published once on Sept. 18, 2026, at the approximate cost of $1114.24, and may be viewed free of charge at www.sdpublicnotices.com or TheDakotaScout.com.

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PUBLISH: Sept. 18, 2026


ORDINANCE NO. 72-26
AN ORDINANCE OF THE CITY OF SIOUX FALLS, SD, AMENDING THE CODE OF ORDINANCES OF THE CITY BY ADOPTING THE 2024 INTERNATIONAL PROPERTY MAINTENANCE CODE AND AMENDMENTS THERETO.
BE IT ORDAINED BY THE CITY OF SIOUX FALLS, SD:
Section 1. That Section 150.095 of the Code of Ordinances of Sioux Falls, SD, is hereby amended to read:
§ 150.095 ADOPTED.
(a) The International Property Maintenance Code, 2024 edition, published by the International Code Council as amended, is hereby adopted as the property maintenance code to provide standards to safeguard life or limb, health, property, and public welfare by regulating, governing, and controlling the use, occupancy, conditions, and maintenance of all property, buildings, and structures within this jurisdiction and to provide for a just, equitable, and practicable method whereby buildings or structures, which from any cause endanger the life, limb, morals, property, safety, or welfare of the general public or their occupants, may be repaired, vacated, or demolished.
(b) The adoption of the International Property Maintenance Code, 2024 edition, will become effective July 1, 2026. The minimum requirements and standards of the 2024 International Property Maintenance Code will become effective after June 30, 2026.
(c) The city shall publish this ordinance, without attachments, after its passage. The attachments are on file and available for inspection at the office of the city clerk.
Section 2. That Section 150.096 of the Code of Ordinances of Sioux Falls, SD, is hereby amended to read:
§ 150.096 AMENDMENTS, ADDITIONS, AND DELETIONS TO THE 2024 INTERNATIONAL PROPERTY MAINTENANCE CODE.
The following sections and subsections of the property maintenance code adopted in this article shall be amended, added, or not adopted by the city as follows. All other sections or subsections of the 2024 International Property Maintenance Code shall remain the same.
[A] 101.1 Title. These regulations shall be known as the International Property Maintenance Code of the City of Sioux Falls, South Dakota, hereinafter referred to as “this code.”
[A] 102.3 Application of other codes. Repairs, additions, or alterations to a structure, or changes of occupancy, shall be done in accordance with the procedures and provisions of the International Building Code, International Existing Building Code, International Fire Code, International Fuel Gas Code, International Mechanical Code, International Residential Code, Uniform Plumbing Code, and NFPA 70. Nothing in this code shall be construed to cancel, modify, or set aside any provisions of Chapter 156, Floodplain Management, and Chapter 160, Zoning of the Code of Ordinances of Sioux Falls, SD.
[A] 103.1 Creation of agency. The property maintenance division is hereby created and the official in charge thereof shall be known as the code official. The function of the agency shall be the implementation, administration, and enforcement of the provisions of this code.
[A] 103.2 Appointment. Not adopted by the city.
[A] 104.1 Fees. The fees for activities and services performed by the department in carrying out its responsibilities under this code shall be as established in Tables 1-A, 1-B, and 1-C of Section 150.017 of the Code of Ordinances of Sioux Falls, SD.
In addition, an administrative fee of $250 may be assessed for the preparation of bids and contracts to correct or abate a violation.
[A] 104.2 Refunds. The code official is authorized to establish a refund policy. The refunding of fees shall be as follows:
1. The full amount of any fee paid hereunder that was erroneously paid or collected.
2. Not more than 80 percent of the permit fee paid where work has not been done under a permit issued in accordance with this code.
3. Not more than 80 percent of the plan review fee paid where an application for a permit for which a plan review fee has been paid is withdrawn or canceled before any plan review effort has been expended.
The code official shall not authorize the refunding of any fee paid later than 180 days after the date of fee payment or when the fee is the minimum established fee as established in Table 1-A, 1-B, and 1-C of Section 150.017 of the Code of Ordinances of Sioux Falls, SD.
[A] 105.7 Liability. The code official, member of the board of appeals, or employee charged with the enforcement of this code, while acting for the jurisdiction, in good faith and without malice in the discharge of the duties required by this code or other pertinent law or ordinance, shall not thereby be rendered personally liable, either civilly or criminally and is hereby relieved from all personal liability for any damage accruing to persons or property as a result of an act or by reason of an act or omission in the discharge of official duties.
This code shall not be construed to relieve from or lessen the responsibility of any person owning, operating, or controlling any building or structure for any damages to persons or property caused by defects, nor shall the code enforcement agency or the city be held as assuming any such liability by reason of the inspection authorized by this code or any permits or certificates issued under this code.
[A] 105.7.1 Legal defense. Any suit or criminal complaint instituted against any officer or employee because of an act performed by that officer or employee in the lawful discharge of duties and under the provisions of this code or other laws or ordinances implemented through the enforcement of this code shall be afforded all the protection by the city’s insurance pool and any immunities and defenses provided by other applicable state and federal laws and be defended by the legal representative of the jurisdiction until the final termination of the proceedings. The code official or any subordinate shall not be liable for costs in an action, suit, or proceeding that is instituted in pursuance of the provisions of this code.
[A] 106.1 General. In order to hear and decide appeals of orders, decisions, or determinations made by the code official relative to the application and interpretation of this code, to review all prospective changes to the property maintenance code and to submit recommendations to the responsible official and the city council there shall be, and is hereby created, a property maintenance board of appeals. The board of appeals shall be appointed by the mayor with the consent of the city council and shall hold office at its pleasure. The board shall adopt rules of procedure for conducting its business and shall render all decisions and findings in writing to the appellant with a duplicate copy to the code official.
The board of appeals shall consist of five members who are qualified by experience and training to pass on matters pertaining to property maintenance and who are not employees of the jurisdiction. The code official shall be an ex-officio member but shall not vote on any matter before the board.
109.10 Extension of time agreement. If the code official determines that an extension of time will not create or perpetuate a situation imminently dangerous to life or property, the code official may grant an extension of time, not to exceed 180 days, in which to complete the work listed in the Notice and Order. Any extension shall not extend the time to appeal the Notice and Order. Any extension shall be agreed to in writing in a document containing the following:
1. A reasonable and acceptable schedule, setting forth specific dates to complete corrective action for each violation listed in the Notice and Order.
2. A signature of the responsible party.
111.1 General. When the code official determines any structure is so old, dilapidated, or has become so out of repair and is dangerous, unsafe, insanitary and otherwise unfit for human habitation or occupancy the code official can order either of the following:
1. The code official is permitted to authorize the owner or owner’s authorized agent to make the structure safe by repairs in order to make the structure safe and sanitary. Where there has been a cessation of construction repairs of any structure for a period of more than 18 months the structure will be ordered demolished and removed.
2. The code official is permitted to order the owner or owner’s authorized agent to demolish and remove any such structure.
The structure must remain secured during the 18-month time period.
SECTION 112
ASSESSMENTS
112.1 Special assessment. The code official shall cause an account to be kept against each lot or parcel of the cost to the city for the correction and control of any vegetation nuisance during the growing season of each year, for the cost of sidewalk snow removal, for the cost of demolition and removal where the owner fails to comply with a demolition order, for the abatement of an unsafe condition which the owner fails to comply, and for the costs of emergency repairs. The costs shall be certified to the city finance director on or before August 1 of each year.
112.2 Estimate of assessment. The finance director shall prepare an estimate of the assessment against each lot or parcel for the correction and control of any vegetation nuisance for the preceding growing season, sidewalk snow removal, demolition, abatement of unsafe conditions, and emergency repairs, including therein the expense of levying such special assessment against each lot or parcel. Such estimates shall be submitted to the city council.
112.3 Assessment hearing. Upon the filing of the assessment roll with the finance director, the city council shall fix a time and place of hearing upon the assessment, not less than 20 days from the date of filing thereof. The finance director shall thereupon publish a notice of the time and place of hearing in the official newspaper one week prior to the date set for the hearing. The notice shall in general terms describe the improvement for which the special assessment is levied, the date of filing of the assessment roll, the time and place of the hearing thereon, and that the roll will be open for public inspection at the office of the city finance director and shall refer to the special assessment roll for further particulars.
In addition to the publication of the notice of hearing, the finance director shall mail a copy of the notice by first class mail, addressed to the owner of any property to be assessed for the improvements, at the address as shown by the records of the finance director. The mailings shall be at least one week prior to the date set for the hearing.
The owner of any lot or parcel of land against which a special assessment is to be so levied, or its occupant or person in charge, may appear before the council at such meeting to protest such assessment and to give reasons why such assessment should not be levied.
Upon the day so named, the council shall meet, and if they find the estimate correct and the actions of the code official resulting in the estimate to be in accordance with the provisions of this subchapter, they shall approve the assessment by resolution and file such assessment roll with the finance director; or, if not correct, they shall correct or modify the estimate, approve the assessment as corrected or modified, and file such assessment roll with the finance director; or, if not in accordance with the provisions of this subchapter, shall disapprove such assessment.
From the date of the approval and filing of such assessment roll with the finance director, the assessment shall be and become a special lien against the various pieces of property described in the assessment roll and shall be collected in a like manner as special assessments for public improvements.
201.3 Terms defined in other codes. Where terms are not defined in this code and are defined in the International Building Code, International Existing Building Code, International Fire Code, International Fuel Gas Code, International Mechanical Code, Uniform Plumbing Code, International Residential Code, Chapter 156, Floodplain Management, Chapter 160, Zoning, or NFPA 70, such terms shall have the meanings ascribed to them as stated in those codes.
302.4 Vegetation. Premises and exterior property shall be maintained free from all actively growing plants declared to be statewide noxious weeds by the state weed and pest control commission, all actively growing weeds declared by the county to be locally noxious, and all other non-woody plants growing in the city to a greater height than 8 inches. All such plants are dangerous and unhealthful, are hereby declared to be a nuisance, and are prohibited. Vegetation shall be defined as all grasses, annual plants and weeds, other than trees or shrubs. The 8-inch restriction on non-woody plants does not apply to cultivated flowers and fruit and vegetable gardens, vegetation being grown as a crop, livestock pastures, wildflower display gardens, rights-of-way of rural section roads, vegetation designated by the director of Sioux Falls parks and recreation as a natural area or native planting area, or unimproved developments, except for a 25-foot mowed buffer adjacent to the right-of-way and except for a 12-foot buffer from an occupied property.
302.4.1 Duty to correct. The occupant, person in charge, or owner of any lot or parcel of land in the city shall keep such lot, to include any abutting city right-of-way except as provided herein, free of such nuisance vegetation by cutting, spraying, or removal, as may be appropriate.
The code official has the authority to require compliance with this article on all property. The code official shall cause public notice to be given requiring all lots or parcels of land in the city to be kept free from all vegetation declared by Sub-section 302.4 to be a nuisance.
Upon failure of the owner or owner’s authorized agent having charge of a property to cut and destroy weeds after service of a notice, the owner or owner’s authorized agent shall be subject to administrative citations in accordance with Title III, Chapter 40, Administrative Code Enforcement, of the Code of Ordinances of Sioux Falls, SD.
The notice shall provide that all vegetation determined to be a nuisance and left uncorrected shall be cut, sprayed, or removed by the city, and the cost thereof shall be billed to the property owner. If the bill is left unpaid, the cost will be assessed against that property to include the cost of levying such special assessment.
The notice shall be by general public notice, published in the official newspaper once a week for two consecutive weeks, and shall be deemed sufficient to allow those actions authorized by this Chapter, including Sub-section 302.4.2 and Section 112.
302.4.2 Correction by city. If the occupant, person in charge, or owner of any lot or parcel of land fails to correct any such vegetation nuisance as required within two days of the last publication of the general notice, as set forth in Sub-section 302.4.1, the code official shall cause such vegetation to be cut, sprayed, or removed, and for such purpose the person allowed to do the work shall be allowed to enter upon any lot or parcel of land.
No person shall intentionally interfere or attempt to interfere with the cutting, spraying, or removal of such vegetation.
302.8 Motor vehicles. Abandoned and inoperative vehicles shall be regulated by Title IX, Chapter 93: Nuisances, of the Code of Ordinances of Sioux Falls, SD.
302.9 Defacement of property. Placement of graffiti shall be regulated by Title XIII, Chapter 132: Offenses Against Property, of the Code of Ordinances of Sioux Falls, SD.
303.2 Enclosures. Private swimming pools, hot tubs, and spas containing water more than 24 inches (610 mm) in depth shall be completely surrounded by a fence or barrier not less than 48 inches (1,219 mm) in height above the finished ground level measured on the side of the barrier away from the pool. Gates and doors in such barriers shall be self-closing and self-latching. Self-closing and self-latching gates shall be maintained such that the gate will positively close and latch when released from an open position of 6 inches (152 mm) from the gatepost. An existing pool enclosure shall not be removed, replaced, or changed in a manner that reduces its effectiveness as a safety barrier.
Exception: Spas or hot tubs equipped with a lockable safety cover that complies with ASTM F 1346.
304.14 Insect screens. During the period from April 1 to September 30, every door, window, and other outside opening required for ventilation of habitable rooms, food preparation areas, food service areas, or any areas where products to be included or utilized in food for human consumption are processed, manufactured, packaged, or stored shall be supplied with approved tightly fitting screens of minimum 16 mesh per inch (16 mesh per 25 mm), and every screen door used for insect control shall have a self-closing device in good working condition.
Exception: Screens shall not be required where other approved means, such as air curtains or insect repellent fans, are employed.
307.1 Handrails. Stairs having more than four risers shall have a handrail on one side of the stair. Exception: When the total rise from landing to landing is 30 inches or less.
308.2 Disposal of rubbish. Every occupant of a structure shall dispose of all rubbish in a clean and sanitary manner by placing such rubbish in approved containers, pursuant to Title V, Chapter 57: Garbage and Recycling, of the Code of Ordinances of Sioux Falls, SD.
308.2.1 Rubbish storage facilities. The owner of every occupied premises shall supply approved covered containers for rubbish, and the owner of the premises shall be responsible for the removal of rubbish in accordance with Title V, Chapter 57: Garbage and Recycling, of the Code of Ordinances of Sioux Falls, SD.
308.2.2 Refrigerators. Refrigerators and similar equipment not in operation shall not be discarded, abandoned, or stored on premises without first removing the doors in accordance with Title XIII, Section 130.005: Keeping Discarded Iceboxes, Refrigerators or Airtight Containers Declared Nuisance, of the Code of Ordinances of Sioux Falls, SD.
308.3 Disposal of garbage. Every occupant of a structure shall dispose of garbage in a clean and sanitary manner by placing such garbage in an approved garbage disposal facility or approved garbage containers in accordance with Title V, Chapter 57: Garbage and Recycling, of the Code of Ordinances of Sioux Falls, SD.
308.3.1 Garbage facilities. Every dwelling shall be supplied with an approved leak-proof, covered, outside garbage container in accordance with Title V, Chapter 57: Garbage and Recycling, of the Code of Ordinances of Sioux Falls, SD.
308.3.2 Containers. The operator of every establishment producing garbage shall provide, and at all times cause to be utilized, approved leak-proof containers provided with close-fitting covers for the storage of such materials until removed from the premises for disposal in accordance with Title V, Chapter 57: Garbage and Recycling, of the Code of Ordinances of Sioux Falls, SD.
402.1 Habitable spaces. Every habitable space shall have not less than one window of approved size facing directly to the outdoors or to a court. The minimum total glazed area for every habitable space shall be 8 percent of the floor area of such room. Wherever walls or other portions of a structure face a window of any room and such obstructions are located less than 3 feet (914 mm) from the window and extend to a level above that of the ceiling of the room, such window shall not be deemed to face directly to the outdoors nor to a court and shall not be included as contributing to the required minimum total window area for the room.
Exceptions:
1. Where natural light for rooms or spaces without exterior glazing areas is provided through an adjoining room, the unobstructed opening to the adjoining room shall be not less than 8 percent of the floor area of the interior room or space, but a minimum of 25 square feet (2.33 m2). The exterior glazing area shall be based on the total floor area being served.
2. The glazed areas need not be provided in rooms where artificial light is provided capable of producing an average illumination of six foot-candles (6.46 lux) over the area of the room at a height of 30 inches (762 mm) above the floor level.
404.4.1 Room area. Every habitable room shall contain not less than 120 square feet (11.2 m2). Every bedroom shall contain not less than 70 square feet (6.5 m2). Bedrooms 100 square feet (9.33 m2) or less are allowed two occupants and every bedroom occupied by more than two persons shall contain not less than 50 additional square feet (4.6 m2) of floor area for each occupant thereof.
505.1 General. Every sink, lavatory, bathtub or shower, drinking fountain, water closet, or other plumbing fixture shall be properly connected to either a public water system or to an approved private water system. Kitchen sinks, lavatories, laundry facilities, bathtubs, and showers shall be supplied with hot or tempered and cold running water in accordance with the Uniform Plumbing Code.
[P] 505.5.1 Abandonment of systems. Where a nonpotable water reuse system or a rainwater collection and distribution system is not maintained or the owner ceases use of the system, the system shall be abandoned in accordance with Section 722 and 1601.11 of the Uniform Plumbing Code.
602.2 Residential occupancies. Dwellings shall be provided with heating facilities capable of maintaining a room temperature of 68°F (20°C) in all habitable rooms, bathrooms, and toilet rooms based on the winter outdoor design temperature for the locality. Cooking appliances shall not be used, nor shall portable unvented fuel-burning space heaters be used, as a means to provide required heating.
Exception: In areas where the average monthly temperature is above 30°F (-1°C), a minimum temperature of 65°F (18°C) shall be maintained.
602.3 Heat supply. Every owner and operator of any building who rents, leases, or lets one or more dwelling units or sleeping units on terms, either expressed or implied, to furnish heat to the occupants thereof shall supply heat during the period from September 1 to April 30 to maintain a minimum temperature of 68°F (20°C) in all habitable rooms, bathrooms, and toilet rooms.
Exceptions:
1. When the outdoor temperature is below the winter outdoor design temperature for the locality, maintenance of the minimum room temperature shall not be required provided that the heating system is operating at its full design capacity. The winter outdoor design temperature for the locality shall be as indicated in the Plumbing Code.
2. In areas where the average monthly temperature is above 30°F (-1°C), a minimum temperature of 65°F (18°C) shall be maintained.
602.4 Occupiable work spaces. Indoor occupiable work spaces shall be supplied with heat during the period from September 1 to April 30 to maintain a minimum temperature of 65°F (18°C) during the period the spaces are occupied.
Exceptions:
1. Processing, storage, and operation areas that require cooling or special temperature conditions.
2. Areas in which persons are primarily engaged in vigorous physical activities.
Date adopted: 09/15/26 .
Christine Erickson, Mayor
ATTEST:
Jermery J. Washington, City Clerk
Published once on Sept. 18, 2026, at the approximate cost of $269.25, and may be viewed free of charge at www.sdpublicnotices.com or TheDakotaScout.com.

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PUBLISH: Sept. 18, 2026


ORDINANCE NO. 73-26
AN ORDINANCE OF THE CITY OF SIOUX FALLS, SD, AMENDING THE CODE OF ORDINANCES OF THE CITY BY ADOPTING THE 2024 INTERNATIONAL SWIMMING POOL AND SPA CODE AND AMENDMENTS THERETO.
BE IT ORDAINED BY THE CITY OF SIOUX FALLS, SD:
Section 1. That Section 150.401 of the Code of Ordinances of Sioux Falls, SD, is hereby amended to read:
§ 150.401 ADOPTED.
(a) The International Swimming Pool and Spa Code, 2024 edition, as published by the International Code Council Inc., and amendments and additions thereto as provided in this subchapter, are hereby adopted as the swimming pool and spa code by the city for regulating and governing the design, construction, alteration, repair, and maintenance of swimming pools, spas, hot tubs, and aquatic facilities, as herein provided and provides for the issuance of permits and the collection of fees therefor.
(b) The adoption of the International Swimming Pool and Spa Code, 2024 edition, will become effective July 1, 2026. The minimum building standards in the 2024 edition of the International Swimming Pool and Spa Code and amendments thereto shall be applied to any building permit issued after June 30, 2026.
(c) The city shall publish this ordinance, without attachments, after its passage. The attachments are on file and available for inspection at the office of the city clerk.
Section 2. That Section 150.402 of the Code of Ordinances of Sioux Falls, SD, is hereby amended to read:
§ 150.402 AMENDMENTS, ADDITIONS, AND DELETIONS TO THE 2024 INTERNATIONAL SWIMMING POOL AND SPA CODE.
The following sections and subsections of the swimming pool and spa code adopted in this subchapter shall be amended, added, or deleted as follows. All other sections or subsections of the 2024 International Swimming Pool and Spa Code shall remain the same.
[A] 101.1 Title. These regulations shall be known as the swimming pool and spa code of the city of Sioux Falls, hereinafter referred to as “this code.”
[A] 102.7.1 Application of the International Codes. Where the International Residential Code is referenced in this code, the provisions of the International Residential Code shall apply to related systems in detached one- and two-family dwellings and town houses not more than three stories in height. Other related systems shall comply with the applicable International Code, National Electric Code, Uniform Plumbing Code, or referenced standard.
[A] 103.1 Creation of agency. Building services is hereby created and the official in charge thereof shall be known as the code official. The function of the agency shall be in the implementation, administration, and enforcement of the provisions of this code.
[A] 103.2 Appointment. Not adopted by the city.
[A] 104.8 Liability. The code official, member of the board of appeals, or employee charged with the enforcement of this code, while acting for the jurisdiction in good faith and without malice in the discharge of the duties required by this code or other pertinent law or ordinance, shall not thereby be rendered civilly or criminally liable personally and is hereby relieved from personal liability for any damage accruing to persons or property as a result of any act or by reason of an act or omission in the discharge of official duties.
This code shall not be construed to relieve from or lessen the responsibility of any person owning, operating, or controlling any building or structure for any damages to persons or property caused by defects, nor shall the code enforcement agency or the city be held as assuming any such liability by reason of the inspection authorized by this code or any permits or certificates issued under this code.
[A] 104.8.1 Legal defenses. Any suit or criminal complaint instituted against an officer or employee because of an act performed by that officer or employee in the lawful discharge of duties and under the provisions of this code shall be afforded all the protection provided by the city’s insurance pool and immunities and defenses provided by other applicable state and federal laws and shall be defended by legal representatives of the jurisdiction until the final termination of the proceedings. The code official or any subordinate shall not be liable for cost in any action, suit, or proceeding that is instituted in pursuance of the provisions of this code.
[A] 104.10 Alternative materials, design, and methods of construction and equipment. The provisions of this code are not intended to prevent the installation of any design or material or to prohibit any 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 shall be approved where the code official 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, not less than the equivalent of that prescribed in this code in quality, strength, effectiveness, durability, and safety.
[A] 104.12.4 Construction documents. The registered design professional shall submit to the code official one complete set of signed and sealed construction documents in an electronic submittal in PDF format for the alternative engineered design.
[A] 104.12.5 Design approval. Where the code official determines that the alternative engineered design conforms to the intent of this code, the system shall be approved. If the alternative engineered design is not approved, the code official shall notify the registered design professional, stating the reasons why the alternative was not approved.
[A] 105.4.1 Approved construction documents. When the code official issues the permit where construction documents are required, the construction documents shall be retained by the building official and be considered as approved. Such approved construction documents shall not be changed, modified, or altered without authorization from the code official. Work shall be done in accordance with the approved construction documents.
The code official shall have the authority to issue a permit for the construction of a part of a system before the entire construction documents for the whole system have been submitted or approved, provided that adequate information and detailed statements have been filed complying with pertinent requirements of this code. The holders of such permit shall proceed at their own risk without assurance that the permit for the entire system will be granted.
[A] 106.1 Construction documents. Construction documents, engineering calculations, diagrams, and other such data shall be submitted electronically in PDF 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.
[A] 106.2 Retention of construction documents. One set of approved construction documents shall be retained by the code official for a period of not less than 180 days from date of completion of the permitted work, or as required by state or local laws.
[A] 108.2 Schedule of permit fees. The fees for work shall be as indicated in Table No. 1-A Residential Building Permit Fees or Table No. 1-B as indicated in Section [A] 109.2 of the adopted International Building Code § 150.015.
[A] 108.4 Work commencing before permit issuance. Any person who commences any work on a mechanical system before obtaining the necessary permits shall be subject to a fee as established by the code official that shall be in addition to the required permit fees. Administrative citations and legal and/or civil proceedings may also be commenced.
[A] R108.7 Delinquent accounts. The administrative authority may refuse to issue permits or conduct inspections for any person or business whose account is delinquent.
[A] 111.1 General. In order to hear and decide appeals of orders, decisions, or determinations made by the building official relative to the application and interpretation of this code, to review all proposed changes to the respective codes and to submit recommendations to the responsible official and the city council, to examine applicants for licensing, and to investigate matters brought before the board, there shall be and is hereby created a board of appeals and examiners. The building official shall be an ex officio member of said board but shall not have a vote on any matter before the board. Members shall be appointed by the mayor with the consent of the city council and shall hold office for a term of three years. The board shall adopt rules of procedure for conducting its business and shall render decisions and findings in writing to the appellant with a duplicate copy to the building official.
[A] 112.1 Membership of board. Not adopted by the city.
[A] 113.3 Prosecution of violation. If the notice of violation is not complied with promptly, the code official shall request the legal counsel of the jurisdiction to deem the violation as a strict liability offense and institute the appropriate proceeding at law or in equity to restrain, correct, or abate such violation, or to require the removal or termination of the unlawful pool or spa in violation of the provisions of this code or of the order or direction made pursuant thereto.
[A] 113.4 Violation penalties. Any person who shall violate a provision of this code or shall fail to comply with any of the requirements thereof or who shall erect, install, alter, or repair a pool or spa in violation of the approved construction documents or directive of the code official, or of a permit or certificate issued under the provisions of this code, shall be guilty of an ordinance violation and be subject to administrative citations through the code enforcement process.
Section 202 Definitions. Add the following definitions:
STRICT LIABILITY OFFENSE. An offense in which the prosecution in a legal proceeding is not required to prove criminal intent as a part of its case. It is enough to prove that the defendant either did an act which was prohibited or failed to do an act which the defendant was legally required to do.
302.1 Electrical. Electrical requirements for aquatic facilities shall be in accordance with NFPA 70, as applicable in accordance with Section 102.7.1.
Exception: Internal wiring for portable residential spas and portable residential exercise spas.
302.2 Water service and drainage. Piping and fittings used for water service, makeup, and drainage piping for pools and spas shall comply with the Uniform Plumbing Code. Fittings shall be approved for installation with the piping installed.
302.5 Backflow protection. Water supplies for pools and spas shall be protected against backflow in accordance with the Uniform Plumbing Code, as applicable in accordance with Section 102.7.1.
302.6 Wastewater discharge. Where wastewater from pools or spas, such as backwash water from filters and water from deck drains discharge to a building drainage system, the connection shall be through an air gap in accordance with the Uniform Plumbing Code as applicable in accordance with Section 102.7.1.
SECTION 303 ENERGY. Not adopted by the city
305.1 General. The provisions of this section shall apply to the design of barriers for restricting entry into areas having pools and spas. Where spas or hot tubs are equipped with a lockable safety cover complying with ASTM F1346, the areas where those spas or hot tubs are located shall not be required to comply with Sections 305.2 through 305.7.
305.2.2 Openings. Openings in the barrier shall not allow passage of a 5-inch-diameter (102 mm) sphere.
305.2.7 Widely spaced horizontal members. Where the barrier is composed of horizontal and vertical members and the distance between the tops of the horizontal members is 45 inches (1143 mm) or more, spacing between vertical members shall not exceed 5 inches (102 mm). Where there are decorative cutouts within vertical members, the interior width of the cutouts shall not exceed 1 3/4 inches (44 mm).
306.9.1 Hose bibbs. Hose bibbs shall be provided for rinsing down the entire deck and shall be installed in accordance with the Uniform Plumbing Code, as applicable in accordance with Section 102.7.1, and shall be located not greater than 150 feet (45,720 mm) apart. Water-powered devices, such as water-powered lifts, shall have a dedicated hose bibb water source.
Exception: Residential pools and spas shall not be required to have hose bibbs located at 150-foot (45,720 mm) intervals or have a dedicated hose bibb for water-powered devices.
319.2 Protection of potable water supply. Potable water supply systems shall be designed, installed and maintained so as to prevent contamination from nonpotable liquids, solids or gases being introduced into the potable water supply through cross-connections or other piping connections to the system. Means of protection against backflow in the potable water supply shall be provided through an air gap complying with ASME A112.1.2 or by a backflow prevention assembly in accordance with the Uniform Plumbing Code, as applicable in accordance with Section 102.7.1.
410.1 Toilet facilities. Class A and B pools shall be provided with toilet facilities having the required number of plumbing fixtures in accordance with the International Building Code.
609.1 General. Dressing and sanitary facilities shall be provided in accordance with the minimum requirements of the International Building Code and Sections 609.2 through 609.9.
609.2 Number of fixtures. The minimum number of required water closets, urinals, lavatory, and drinking fountain fixtures shall be provided as required by the International Building Code, and the dressing facilities and number of cleansing and rinse showers shall be provided in accordance with Sections 609.2.1, 609.2.2, and 609.3.1.
Date adopted: 09/15/26 .
Christine Erickson, Mayor
ATTEST:
Jermery J. Washington, City Clerk
Published once on Sept. 18, 2026, at the approximate cost of $170.10, and may be viewed free of charge at www.sdpublicnotices.com or TheDakotaScout.com.

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PUBLISH: Sept. 18, 2026


ORDINANCE NO. 74-26
AN ORDINANCE OF THE CITY OF SIOUX FALLS, SD, AMENDING THE CODE OF ORDINANCES OF THE CITY BY ADOPTING THE 2024 INTERNATIONAL RESIDENTIAL CODE AND AMENDMENTS THERETO.
BE IT ORDAINED BY THE CITY OF SIOUX FALLS, SD:
Section 1. That Section 150.001 of the Code of Ordinances of Sioux Falls, SD, is hereby amended to read:
§ 150.001 ADOPTED.
(a) The International Residential Code, 2024 edition, including Appendix BA, Appendix BB, Appendix BF, and Appendix CD as published by the International Code Council Inc. as amended, is hereby adopted as the residential building code by the city for regulating the design, construction, quality of materials, erection, installation, alteration, movement, repair, equipment, use and occupancy, location, removal, and demolition of detached one- and two-family dwellings and town houses not more than three stories in height with a separate means of egress and their accessory structures not more than three stories in height, and provides for the issuance of permits and the collection of fees therefor.
(b) The adoption of the International Residential Code, 2024 edition, will become effective July 1, 2026. The minimum building standards in the 2024 edition of the International Residential Code and amendments thereto shall be applied to any building permit issued after June 30, 2026.
(c) The city shall publish this ordinance, without attachments, after its passage. The attachments are on file and available for inspection at the office of the city clerk.
Section 2. That Section 150.002 of the Code of Ordinances of Sioux Falls, SD, is hereby amended to read:
§ 150.002 AMENDMENTS, ADDITIONS, AND DELETIONS TO THE 2024 INTERNATIONAL RESIDENTIAL CODE.
The following sections and subsections of the 2024 International Residential Code adopted in this subchapter shall be amended, added, or not adopted by the city as follows. All other sections or subsections of the 2024 International Residential Code as published shall remain the same.
R101.1 Title. These provisions shall be known as the residential code for one- and two-family dwellings of the city of Sioux Falls and shall be cited as such and will be referred to herein as “this code.”
R101.2 Scope. The provisions of this code shall apply to the construction, alteration, movement, enlargement, replacement, repair, equipment, use and occupancy, location, removal, and demolition of detached one- and two-family dwellings and town houses not more than three stories above grade plane in height with a separate means of egress and their accessory structures not more than three stories above grade plane in height.
Exception 1: The following shall be permitted to be constructed in accordance with this code where provided with an automatic sprinkler system complying with Section P2904:
1. A care facility with five or fewer persons receiving custodial care within a dwelling unit.
2. A care facility with five or fewer persons receiving medical care within a dwelling unit.
3. A care facility for five or fewer persons receiving care that are within a single-family dwelling.
Exception 2: The following shall be permitted to be constructed in accordance with this code. A fire sprinkler system, if installed, may be in accordance with Section P2904.
1. Live/work units located in townhouses and complying with the requirements of Section 419 of the International Building Code.
2 Owner-occupied lodging houses with five or fewer guestrooms.
R103.1 Creation of enforcement agency. Building services is hereby created and the official in charge thereof shall be known as the building official. The function of the agency shall be the implementation, administration and enforcement of the provisions of this code.
R103.2 Appointment. Not adopted by the city.
R104.3.1 Determination of substantially improved or substantially damaged existing buildings in flood hazard areas. For applications for reconstruction, rehabilitation, addition, alteration, repair or other improvement of existing buildings or structures located in a flood hazard area as established by Table R301.2, the building official shall examine or cause to be examined the construction documents and shall make a determination with regard to the value of the proposed work. For buildings that have sustained damage of any origin, the value of the proposed work shall include the cost to repair the building or structure to its predamaged condition. If the building official finds that the value of proposed work equals or exceeds 45 percent of the market value of the building or structure before the damage has occurred or the improvement is started, the proposed work is a substantial improvement or repair of substantial damage and the building official shall require existing portions of the entire building or structure to meet the requirements of Section R306.
R104.8 Liability. The building official, member of the board of appeals or employee charged with the enforcement of this code, while acting for the jurisdiction in good faith and without malice in the discharge of the duties required by this code or other pertinent law or ordinance, shall not thereby be personally liable, either civilly or criminally, and is hereby relieved from personal liability for any damage accruing to persons or property as a result of any act or by reason of an act or omission in the discharge of official duties.
This code shall not be construed to relieve from or lessen the responsibility of any person owning, operating, or controlling any building or structure for any damages to persons or property caused by defects, nor shall the code enforcement agency or the city be held as assuming any such liability by reason of the inspection authorized by this code or any permits or certificates issued under this code.
R104.8.1 Legal defense. Any suit or criminal complaint instituted against an officer or employee because of an act performed by that officer or employee in the lawful discharge of duties and under the provisions of this code or other laws or ordinances implemented through the enforcement of this code shall be afforded all the protection provided by the city’s insurance pool and any immunities and defenses provided by other applicable state and federal law and defended by legal representatives of the jurisdiction until the final termination of the proceedings. The building official or any subordinate shall not be liable for cost in any action, suit, or proceeding that is instituted in pursuance of the provisions of this code.
R105.1 Required. 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 electrical, gas, mechanical, or plumbing system, the installation of which is regulated by this code, or to cause any such work to be performed, shall first make application to the building official and obtain the required permit. The building official may exempt permits for minor work.
Exclusive of a homeowner, no person or firm shall be issued a building permit for residential building defined as owner-occupied one- and two-family dwellings, including accessory garages, until that person or firm has been issued a residential contractor’s license required by this chapter.
Exception: A residential roofing and repair contractor’s license is allowed for shingling, siding or window and door replacement with no structural changes.
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:
Building:
1. Other than storm shelters, one-story detached accessory structures, provided that the floor area does not exceed 200 square feet (18.58 m2). A placement permit is required by the zoning division.
2. Fences not over 7 feet (2,134 mm) high. A fence permit is required by the zoning division.
3. Retaining walls that are not over 4 feet (1,219 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. A driveway permit is required by the zoning division. A sidewalk permit is required by the engineering division.
6. Painting, papering, tiling, carpeting, cabinets, countertops, and similar finish work.
7. Prefabricated swimming pools that are less than 24 inches (610 mm) deep.
8. Swings and other playground equipment.
9. Window awnings supported by an exterior wall that do not project more than 54 inches (1,372 mm) from the exterior wall and do not require additional support.
10. Detached owner occupied single-family structures.
a. Windows where size of rough opening does not change.
b. Doors where size of rough opening does not change.
c. Siding replacement.
Electrical:
1. Listed cord-and-plug connected temporary decorative lighting.
2. Reinstallation of attachment plug receptacles but not the outlets therefor.
3. Replacement of branch circuit overcurrent devices of the required capacity in the same location.
4. Electrical wiring, devices, appliances, apparatus, or equipment operating at less than 25 volts and not capable of supplying more than 50 watts of energy.
5. Minor repair work, including the replacement of lamps or the connection of approved portable electrical equipment to approved permanently installed receptacles.
Gas:
1. Portable heating, cooking, or clothes drying appliances.
2. Replacement of any minor part that does not alter approval of equipment or make such equipment unsafe.
3. Portable-fuel-cell appliances that are not connected to a fixed piping system and are not interconnected to a power grid.
Mechanical:
1. Portable heating appliances.
2. Portable ventilation appliances.
3. Portable cooling units.
4. Steam, hot- or chilled-water piping within any heating or cooling equipment regulated by this code.
5. Replacement of any minor part that does not alter approval of equipment or make such equipment unsafe.
6. Portable evaporative coolers.
7. Self-contained refrigeration systems containing 10 pounds (4.54 kg) or less of refrigerant or that are actuated by motors of 1 horsepower (746 W) or less.
8. Portable-fuel-cell appliances that are not connected to a fixed piping system and are not interconnected to a power grid.
Plumbing:
1. The stopping of leaks in drains, water, soil, waste or vent pipe; provided, however, that if any concealed trap, drainpipe, water, soil, waste or vent pipe becomes defective and it becomes necessary to remove and replace the same with new material, such work shall be considered as new work and a permit shall be obtained and inspection made as provided in this code.
2. The clearing of stoppages or the repairing of leaks in pipes, valves, or fixtures, and the removal and reinstallation of water closets, provided such repairs do not involve or require the replacement or rearrangement of valves, pipes, or fixtures.
R105.6 Suspension or revocation. The code official shall have the authority to suspend or revoke a permit issued under the provisions of this code wherever the permit is issued in error, is issued with an agreed upon document with stipulations or on the basis of incorrect, inaccurate or incomplete information, or in violation of any ordinance or regulation or any of the provisions of this code.
The building official is authorized to suspend or revoke a permit when an official court document has been issued.
R106.1 Submittal documents. Submittal documents consisting of construction documents and other data shall be submitted 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.
Exception: The building official is authorized to waive the submission of construction documents and other data not required to be prepared by a registered design professional if it is found that the nature of the work applied for is such that reviewing of construction documents is not necessary to obtain compliance with this code.
R106.1.6 Energy efficiency. Construction documents for detached one- and two-family dwellings and townhomes shall be provided with the intended R-value for the ceilings, walls, floors, basement walls (if finished), slab perimeter R-value and depth, and crawl space walls.
R106.1.7 Foundation reinforcement. Construction for detached one- and two-family dwellings and town houses shall be provided with the intended reinforcement of foundation walls referenced in Table R404.1.2.1.1(1) for plain masonry foundation walls; Tables R404.1.2.1(2), R404.2.1(3), and R404.2.1(4) for reinforced masonry foundation walls; Tables R404.1.3.2(2), R404.1.3.2(3), R404.1.3.2(4), and R404.1.3.1(8) for flat concrete foundation walls; Tables 404.1.3.2(5) and R404.1.3.2(6) for waffle-grid basement walls; and Table R404.1.3.2(7) for screed-grid basement walls.
R106.2 Site plan or plot plan. The construction documents submitted with the application for permit shall be accompanied by a site plan showing the size and location of new construction and existing structures on the site and distances from lot lines. Site plans for new dwellings are required to specify the corner pin elevations and the minimum ground elevation (MGE) which designates the elevation of the top of the black dirt under the grass, or the top of the landscape rock or other landscape material at the lowest exposed part of the house. In the case of demolition, the site plan shall show construction to be demolished and the location and size of existing structures and construction that are to remain on the site or plot. The building official is authorized to waive or modify the requirement for a site plan where the application for permit is for alteration or repair or where otherwise warranted.
R106.3.1 Approval of construction documents. Where the building official issues a permit, the construction documents shall be approved. One set of construction documents so reviewed shall be retained by the building official.
R108.2 Schedule of permit fees. On buildings, structures, electrical, gas, mechanical, and plumbing systems or alterations requiring a permit, a fee for each permit shall be paid as required in accordance with the schedule as established by the city.
The fee for each residential building permit shall be set forth in Table 1-A, and other inspections and fees shall be in accordance with Table 1-C.
Table No. 1-A. Residential Building Permit Fees
Group R Division 3
(Including Congregate Residences Defined as R-3 and Accessory Group U Occupancies)
Total Valuation Fee
$1.00 to $4,000.00 $40
$4,000.01 to $25,000.00 For valuations in excess of $4,000, $32.50 for the first $2,000, plus $6 for each additional $1,000 or fraction thereof, to and including $25,000
$25,000.01 to $50,000.00 $170.50 for the first $25,000, plus $4.50 for each additional $1,000 or fraction thereof, to and including $50,000
$50,000.01 to $100,000.00 $283 for the first $50,000, plus $3 for each additional $1,000 or fraction thereof, to and including $100,000
$100,000.01 and up $433 for the first $100,000 plus $2.50 for each additional $1,000 or fraction thereof
Table 1-C. Other Inspections and Fees
1. Inspection outside of normal business hours, per hour* (minimum charge—one hour) $200
2. Reinspection fees, per hour $200
3. Inspections for which no fee is specifically indicated, per hour* (minimum charge-one-half hour) $100
4. Additional plan review required by changes, additions, or revisions to approved plans, per hour* (minimum charge-one-half hour) $100
* Or the total hourly cost to the jurisdiction, whichever is the greatest. This cost shall include supervision, overhead, equipment, hourly wages, and fringe benefits of the employees involved.
5. Wrecking permit fees $40
6. Temporary certificate of Occupancy—fee is not charged if exterior work is not completed due to environmental factors $75
7. Residential reshingles $40
8. Residential resides $40
9. Residential window replacements with no structural modifications (Group R and U occupancies) $40
10. Above ground swimming pool $40
11. Board of appeals fees: Before any action is taken by the board, the party or parties requesting such hearing shall deposit with the secretary of the board, or his or her authorized agent, the sum of $100 to cover the approximate cost of the procedure. Under no condition shall the sum or any part thereof be refunded for failure of the request to be approved. $100
12. A mileage fee at the current rate per mile as established by the finance department shall be charged for any inspection occurring outside city limits.
13. Residential contractor’s license examination fee $75
14. Bond claims. An administrative fee shall be charged to cover the administrative cost of filing a claim $250
15. Fee for late corrections. If corrections listed on an inspection report are not completed within the specified time, the inspector shall issue a correction order and assess a $100 administrative fee. The inspector shall also assess a reinspection fee. $100
16. Fee for failure to request a required inspection. Where building construction work is completed without a request for an inspection, an administrative fee of $1,000.00 may be charged. $1,000
R108.6 Work commencing before permit issuance. Any person who commences work requiring a permit on a building, structure, electrical, gas, mechanical, or plumbing system before obtaining the necessary permits shall be subject to a fee established by the applicable governing authority that shall be in addition to the required permit fees. Administrative citations and legal and/or civil proceedings may also be commenced.
R108.7 Delinquent accounts. The administrative authority may refuse to issue permits or conduct inspections for any person or business whose account is delinquent.
R109.1.1 Footing inspection. Inspection of the footing shall be made after poles or piers are set or trenches or basement areas are excavated and any required forms erected and any required reinforcing steel is in place and supported prior to the placing of concrete. The footing inspection shall include excavations for thickened slabs intended for the support of bearing walls, partitions, structural supports, or equipment and special requirements for wood foundations.
R109.1.3 Floodplain inspections. For construction in flood hazard areas as established by Chapter 156, Floodplain Management, upon placement of the lowest floor, including basement, and prior to further vertical construction, the floodplain administrator shall require submission of documentation, prepared and sealed by a registered design professional, of the elevation of the lowest floor, including basement, required in Chapter 156, Floodplain Management.
R109.1.6.1 Elevation documentation. If located in a flood hazard area, the documentation of elevations required in Chapter 156, Floodplain Management shall be submitted to the floodplain administrator or his designated official prior to the final inspection.
R110.1 Use and change of occupancy. A building or structure shall not be used or occupied in whole or part, and a change of occupancy or change of use of a building or structure or portion thereof shall not be made, until the building official has issued a certificate of occupancy therefor as provided herein and final inspections have been obtained from the electrical, mechanical, plumbing, and building inspection divisions of building services. An inspection placard shall be posted on the electrical panel, which is signed after final inspections have occurred by the electrical inspector, mechanical inspector, and plumbing inspector for new one- and two-family dwelling units and multiple single-family dwellings (town houses). Issuance of a certificate of occupancy shall not be construed as an approval of a violation of the provisions of this code or of other ordinances of the city. Certificates presuming to give authority to violate or cancel the provisions of this code or other ordinances of the city shall not be valid.
Exceptions:
1. Certificates of occupancy are not required for work exempt from permits under Section R105.2.
2. Accessory buildings or structures.
R110.6 Placards. Placards or inspection record tags placed on the job by the inspectors to indicate approval of the work inspected shall not be removed, except when authorized by the building official.
R112.1 General. In order to hear and decide appeals of orders, decisions, or determinations made by the building official relative to the application and interpretation of this code, to review all proposed changes to the respective codes and to submit recommendations to the responsible official and the city council, to review requests for house moves, to examine applicants for licensing, and to investigate matters brought before the board, there shall be and is hereby created a building board of appeals. The building official shall be an ex officio member of said board but shall not have a vote on any matter before the board. The board shall adopt rules of procedure for conducting its business, and shall render decisions and findings in writing to the appellant with a duplicate copy to the building official and/or the fire
marshal.
The board, in exercising its authority over house moving, may deny the building request or may require additional stipulations to be placed on the building permit to address the protection of the property values and neighborhood compatibility.
R112.2 Limitations on authority. An application for appeal shall be based on a claim that the true intent of this code or the rules legally adopted thereunder have been incorrectly interpreted, the provisions of this code do not fully apply or an equivalent or better form of construction is proposed. The board shall not have authority relative to the interpretation of the administrative provisions of this code nor shall the board be empowered to waive requirements of this code.
R113.3 Prosecution of violation. If the notice of violation is not complied with in the time prescribed by such notice, the building official is authorized to request the legal counsel of the jurisdiction to deem the violation as a strict liability offense and institute the appropriate proceeding at law or in equity to restrain, correct, or abate such violation, or to require the removal or termination of the unlawful occupancy of the building or structure in violation of the provisions of this code or of the order or direction made pursuant thereto.
Section R202. Definitions. Add the following definition.
STRICT LIABILITY OFFENSE. An offense in which the prosecution in a legal proceeding is not required to prove criminal intent as a part of its case. It is enough to prove that the defendant either did an act which was prohibited or failed to do an act which the defendant was legally required to do.
[RB] SUBSTANTIAL DAMAGE. Damage of any origin sustained by a structure whereby the cost of restoring the structure to its before-damaged condition would equal or exceed 45 percent of the market value of the structure before the damage occurred.
[RB] SUBSTANTIAL IMPROVEMENT. Any repair, reconstruction, rehabilitation, alteration, addition or other improvement of a building or structure, the cost of which equals or exceeds 45 percent of the market value of the structure before the improvement or repair is started. If the structure has sustained substantial damage, any repairs are considered substantial improvement regardless of the actual repair work performed. The term does not, however, include either:
1. Any project for improvement of a building required to correct existing health, sanitary or safety code violations identified by the building official and that are the minimum necessary to assure safe living conditions.
2. Any alteration of a historic structure provided that the alteration will not preclude the structure’s continued designation as a historic structure. For the purposes of this exclusion, a historic building shall be any of the following:
2.1. Listed or preliminarily determined to be eligible for listing in the National Register of Historic Places.
2.2. Determined by the Secretary of the US Department of Interior as contributing to the historical significance of a registered historic district or a district preliminarily determined to qualify as a historic district.
2.3. Designated as historic under a state or local historic preservation program that is approved by the Department of Interior.
For the definition applicable in Chapter 11, see Section N1101.6.
Table R301.2
Climatic and Geographic Design Criteria

a. Where weathering requires a higher strength concrete or grade of masonry than necessary to satisfy the structural requirements of this code, the frost line depth strength required for weathering shall govern. The weathering column shall be filled in with the weathering index, “negligible,” “moderate,” or “severe” for concrete as determined from Figure R301.2(1). The grade of masonry units shall be determined from ASTM C34, ASTM C55, ASTM C62, ASTM C73, ASTM C90, ASTM C129, ASTM C145, ASTM C216, or ASTM C652.
b. Where the frost line depth requires deeper footings than indicated in Figure R403.1(1), the frost line depth strength required for weathering shall govern. The jurisdiction shall fill in the frost line depth column with the minimum depth of footing below finish grade.
c. The jurisdiction shall fill in this part of the table to indicate the need for protection depending on whether there has been a history of local subterranean termite damage.
d. The jurisdiction shall fill in this part of the table with the wind speed from the ultimate design wind speeds map [Figure R301.2(2)]. Wind exposure category shall be determined on a site-specific basis in accordance with Section R301.2.1.4.
e. The jurisdiction shall fill in this section of the table to establish the design criteria using Table 10A from ACCA Manual J or established criteria determined by the jurisdiction.
f. The jurisdiction shall fill in this part of the table with the seismic design category determined from Section R301.2.2.1.
g. The jurisdiction shall fill in this part of the table with the date of the jurisdiction’s entry into the National Flood Insurance Program (date of adoption of the first code or ordinance for management of flood hazard areas); and the title and date of the currently effective Flood Insurance Study or other flood hazard study.
h. In accordance with Sections R905.1.2, R905.4.3.1, R905.5.3.1, R905.6.3.1, R905.7.3.1, and R905.8.3.1, where there has been a history of local damage from the effects of ice damming, the jurisdiction shall fill in this part of the table with “YES.” Otherwise, the jurisdiction shall fill in this part of the table with “NO.”
i. The jurisdiction shall fill in this part of the table with the 100-year return period air freezing index (BF-days) from Figure R403.3(2) or from the 100-year (99 percent) value on the National Climatic Data Center data table “Air Freezing Index-USA Method (Base 32°F).”
j. The jurisdiction shall fill in this part of the table with the mean annual temperature from the National Climatic Data Center data table “Air Freezing Index-USA Method (Base 32°F).”
k. In accordance with Section R301.2.1.5, where there is local historical data documenting structural damage to buildings due to topographic wind speed-up effects, the jurisdiction shall fill in this part of the table with “YES.” Otherwise, the jurisdiction shall indicate “NO” in this part of the table.
l. In accordance with Figure R301.2(2), where there is local historical data documenting unusual wind conditions, the jurisdiction shall fill in this part of the table with “YES” and identify any specific requirements. Otherwise, the jurisdiction shall indicate “NO” in this part of the table.
m. In accordance with Section R301.2.1.2 the jurisdiction shall indicate the wind-borne debris wind zone(s). Otherwise, the jurisdiction shall indicate “NO” in this part of the table.
n. The jurisdiction shall fill in these sections of the table to establish the design criteria using Table 1a or 1b from ACCA Manual J or established criteria determined by the jurisdiction.
o. The jurisdiction shall fill in this section of the allowable stress design table using the Ground Snow Loads in Figures R301.2(3).
Table R301.5
Minimum Uniformly Distributed Live Loads
(in pounds per square foot)
Use Uniform Load (psf) Concentrated Load (lb)
Uninhabitable attics without storageb 10 —
Uninhabitable attics with limited storageb, g 20 —
Habitable attics and attics served with fixed stairs 30 —
Balconies (exterior) and deckse 40 —
Fire escapes 40 —
Guards — 200h, i
Guard in-fill componentsf — 50h
Handraild — 200h
Passenger vehicle garages 50 2,000a
Rooms 40 —
Stairs 40c 300c
For SI: 1 inch = 25.4 mm, 1 pound per square foot = 0.0479 kPa, 1 square inch = 645 mm2, 1 pound = 4.45N.
a. Elevated garage floors shall be capable of supporting the uniformly distributed live load or a 2,000-pound concentrated load applied on an area of 4 1/2 inches by 4 1/2 inches, whichever produces the greater stresses.
b. Uninhabitable attics without storage are those where the clear height between joists and rafters is not more than 42 inches, or where there are not two or more adjacent trusses with web configurations capable of accommodating an assumed rectangle 42 inches in height by 24 inches in width, or greater, within the plane of the trusses. This live load need not be assumed to act concurrently with any other live load requirements.
c. Individual stair treads shall be capable of supporting the uniformly distributed live load or a 300-pound concentrated load applied on an area of 2 inches by 2 inches, whichever produces the greater stresses.
d. A single concentrated load applied in any direction at any point along the top. For a guard not required to serve as a handrail, the load need not be applied to the top element of the guard in a direction parallel to such element.
e. See Section R507.1 for decks attached to exterior walls.
f. Guard in-fill components (all those except the handrail), balusters, and panel fillers shall be designed to withstand a horizontally applied normal load of 50 pounds on an area equal to 1 square foot. This load need not be assumed to act concurrently with any other live load requirement.
g. Uninhabitable attics with limited storage are those where the clear height between joists and rafters is 42 inches or greater, or where there are two or more adjacent trusses with web configurations capable of accommodating an assumed rectangle 42 inches in height by 24 inches in width, or greater, within the plane of the trusses. The live load need only be applied to those portions of the joists or truss bottom chords where all of the following conditions are met:
1. The attic area is accessed from an opening not less than 20 inches in width by 30 inches in length that is located where the clear height in the attic is not less than 30 inches.
2. The slopes of the joists or truss bottom chords are no greater than 2 inches vertical in 12 units horizontal.
3. Required insulation depth is less than the joist or truss bottom chord member depth.
The remaining portions of the joists or truss bottom chords shall be designed for a uniformly distributed concurrent live load of not less than 10 pounds per square foot.
h. Glazing used in handrail assemblies and guards shall be designed with a load adjustment factor of 4. The load adjustment factor shall be applied to each of the concentrated loads applied to the top of the rail, and to the load on the in-fill components. These loads shall be determined independent of one another, and loads are assumed not to occur with any other live load.
i. Where the top of a guard system is not required to serve as a handrail, the single concentrated load shall be applied at any point along the top in the vertical downward direction and in the horizontal direction away from the walking surface. Where the top of a guard is also serving as the handrail, a single concentrated load shall be applied in any direction at any point along the top. Concentrated loads shall not be applied concurrently.

a. The fire-resistance rating shall be permitted to be reduced to 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 0 hours on the underside of the rake overhang where gable vent openings that communicate with the attic are not installed in the overhang or gable wall.
R302.2.2 Common walls. Common walls separating town house units shall be assigned a fire-resistance rating in accordance with Item 1 or 2 and shall be rated for fire exposure from both sides. Common walls shall extend to and be tight against the exterior sheathing of the exterior walls, or the inside face of exterior walls without stud cavities, and the underside of the roof sheathing. The common wall shared by two town house units shall be constructed without mechanical equipment, ducts or vents, other than water-filled fire sprinkler piping in the cavity of the common wall. Electrical installations shall be in accordance with the National Electric Code. Penetrations of the membrane of common walls for electrical outlet boxes shall be in accordance with Section R302.4. Plumbing installations shall be in accordance with the Uniform Plumbing Code. Membrane or through penetrations of common walls for plumbing systems shall be in accordance with Section 302.4.
1. Where an automatic sprinkler system in accordance with Section P2904 is provided, the common wall shall be not less than a 1-hour fire-resistance-rated wall assembly tested in accordance with ASTM E119, UL 263, or Section 703.2.2 of the International Building Code.
2. Where an automatic sprinkler system in accordance with Section P2904 is not provided, the common wall shall be not less than a 2-hour fire-resistance-rated wall assembly tested in accordance with ASTM E119, UL 263, or Section 703.2.2 of the International Building Code.
Exception: Common walls are permitted to extend to and be tight against the inside of the exterior walls if the cavity between the end of the common wall and the exterior sheathing is filled with a minimum of two 2-inch nominal thickness wood studs.
R302.2.3 Continuity. The fire-resistance-rated wall or assembly separating town house units 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 enclosed accessory structures.
Exterior walls that extend beyond an adjacent structure that has a fire separation distance less than 5 feet (1,523 mm) to a common property line shall have not less than a one-hour fire rating with exposure from both sides with no openings allowed therein.
Projections such as a deck that have a fire separation distance of less than 3 feet (914 mm) to a common property line shall have a 1-hour fire rating with exposure from both sides with no openings allowed therein that extends at least 30 inches (762 mm) above the projection.
R302.3 Two-family dwellings. Dwelling units in two-family dwellings shall be separated from each other by wall and floor assemblies having not less than a 1-hour fire-resistance rating where tested in accordance with ASTM E119, 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.
Exception: 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.
R302.3.3.2 Vertical assemblies. Vertical assemblies separating dwelling units shall extend to and be tight against any combination of the following:
1. The foundation.
2. A horizontal assembly complying with Section R302.3.2.
3. The underside of roof sheathing.
R302.13 Fire protection of floors. Not adopted by the city.
R309.1 Not adopted by the city.
R309.1.1 Design and installation. When an automatic sprinkler systems for town houses are installed, it shall be designed and installed in accordance with Section P2904 or NFPA 13D.
R309.2 One- and two-family dwellings automatic sprinkler systems. Not adopted by the city.
R309.2.1 Design and installation. When automatic sprinkler systems are installed, it shall be designed and installed in accordance with Section P2904 or NFPA 13D.
R310.2.1 Minimum size. Emergency and escape rescue openings shall have a net clear opening of not less than 5.0 square feet (0.465 m2).
R310.2.2 Alterations, repairs and additions. Where alterations, repairs or additions requiring a permit occur with a valuation of more than $1,000, the individual dwelling unit shall be equipped with smoke alarms located as required for new dwellings.
Exceptions:
1. Work involving the exterior surfaces of dwellings, such as the replacement of roofing or siding, the addition or replacement of windows or doors, or the addition of a porch or deck.
2. Installation, alteration or repairs of plumbing or mechanical systems.
R310.3 Location. Smoke alarms shall be installed in the following locations:
1. In each sleeping room.
2. Outside each separate sleeping area in the immediate vicinity of the bedrooms.
3. On each additional story of the dwelling unit, including basements and habitable attics and not including crawl spaces and uninhabitable attics. In dwellings or dwelling units with split levels and without an intervening door between the adjacent levels, a smoke alarm installed on the upper level shall suffice for the adjacent lower level provided that the lower level is less than one full story below the upper level. Smoke alarms shall be installed not less than 3 feet (914 mm) horizontally from the door or opening of a bathroom that contains a bathtub or shower unless this would prevent placement of a smoke alarm required by this section.
4. Not less than 3 feet (914 mm) horizontally from the door or opening of a bathroom that contains a bathtub or shower unless this would prevent placement of a smoke alarm required by this section.
5. In the hallway and in the room open to the hallway in dwelling units where the ceiling height of a room open to a hallway serving bedrooms exceeds that of the hallway by 24 inches (610mm) or more.
Exception. Hallways less than 4 feet (1,220 mm) in length are allowed to omit the smoke detector within the hallway adjacent to the bedrooms.
6. Within the room to which a sleeping loft is open, in the immediate vicinity of the sleeping loft.
R310.4 Interconnection. Where more than one smoke alarm is required to be installed within an individual dwelling unit in accordance with Section R310.3, 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 alterations or repairs do not result in removal of interior wall or ceiling finishes exposing the structure, unless there is an attic, crawl space or basement available that could provide access for interconnection without the removal of interior finishes.
R311.2.2 Alterations, repairs and additions. Where alterations, repairs or additions requiring a permit occur with a valuation of more than $1,000, the individual dwelling unit shall be equipped with carbon monoxide alarms located as required for new dwellings.
Exceptions:
1. Work involving the exterior surfaces of dwellings, such as the replacement of roofing or siding, or the addition or replacement of windows or doors, or the addition of a porch or deck.
2. Installation, alteration or repairs of plumbing systems.
3. Installation, alteration or repairs of mechanical systems that are not fuel fired.
R312.1 Minimum area. Every living room shall contain not less than 120 square feet (11.2 m2) and every bedroom shall have a floor area of not less than 70 square feet (6.5 m2).
R313.1.2 Habitable attics and basements in existing buildings. Where a habitable attic or habitable space in a basement is created in an existing building, ceiling height shall not be less than 6 feet 0 inches (1828 mm). Bathrooms, toilet rooms and laundry rooms shall have a ceiling height of not less than 6 feet 0 inches (1828 mm).
Exceptions:
1. For rooms with sloped ceilings, the required floor area of the room shall have a ceiling height of not less than 5 feet (1524 mm) and not less than 50 percent of the required floor area shall have a ceiling height of not less than 6 feet 0 inches (1828 mm).
2. At beams, girders, ducts or other obstructions, the ceiling height shall be not less than 6 feet 0 inches (1828 mm) from the finished floor.
R317.5 Fire sprinklers. Not adopted by the city.
R318.3.1 Floor elevations at the required egress doors. Landings or finished floors at the required egress door shall be not more than 1 1/2 inches (38 mm) lower than the top of the threshold.
Exception: The landing or floor on the exterior side shall be not more than 8 inches (202 mm) below the top of the threshold provided that the door does not swing over the landing or floor.
Where exterior landings or floors serving the required egress door are not at grade, they shall be provided with access to grade by means of a ramp in accordance with Section R318.8 or a stairway in accordance with Section R318.7.
R318.3.2 Floor elevations at other exterior doors. Doors other than the required egress door shall be provided with landings or floors not more than 8 inches (202 mm) below the top of the threshold.
Exception: A top landing is not required where a stairway of not more than two risers is located on the exterior side of the door, provided that the door does not swing over the stairway.
R318.7.5.1 Risers. The riser height shall be not more than 8 inches (202 mm). The riser 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. Open risers are permitted.
Exceptions:
1. The opening between adjacent treads is not limited on spiral stairways.
2. The riser height of spiral stairways shall be in accordance with Section R318.7.11.1.
R318.7.6 Landings for stairways. There shall be a floor or landing at the top and bottom of each flight of stairs. The width perpendicular to the direction of travel shall be not less than the width of the flight served. For landings of shapes other than square or rectangular, the depth at the walk line and the total area shall be not less than that of a quarter circle with a radius equal to the required landing width. Where the stairway has a straight run, the depth in the direction of travel shall be not less than 36 inches (914 mm).
Exceptions:
1. The top landing of an interior stairway, including those in an enclosed garage, shall be permitted to be on the other side of a door located at the top of the stairway, provided that the door does not swing over the stairs.
2. At an enclosed garage, the top landing at the stair shall be permitted to be not more than 8 inches (202 mm) below the top of the threshold.
3. At exterior doors, a top landing is not required for an exterior stairway of not more than two risers, provided that the door does not swing over the stairway.
4. Exterior stairways to grade with three or fewer risers serving a deck, porch or patio shall have a bottom landing width of not less than 36 inches (914 mm), provided that the stairway is not the required access to grade serving the required egress door.
R318.7.8 Handrails. Handrails shall be provided on not less than one side of each flight of stairs with four or more risers.
Exception: When the total rise from landing to landing is 30 inches or less.
R319.2.1 Minimum size. Emergency escape and rescue openings shall have a net clear opening of not less than 5.7 square feet (0.530 m2).
R319.2.3 Maximum height from floor. Emergency escape and rescue openings shall have the bottom of the clear opening not greater than 48 inches (1219 mm) above the floor.
R319.4.2 Ladder and steps. Area wells with a vertical depth greater than 48 inches (1,219 mm) shall be equipped with an approved, permanently affixed ladder or steps. The ladder or steps shall not be obstructed by the emergency escape and rescue opening where the window or door is in the open position. Ladders or steps required by this section shall not be required to comply with Section R318.7.
R320.5 Continuity. Handrails for stairways shall extend for the full length of the flight, from a point directly above the nosing of the landing at the top of the flight to a point directly above the lowest nosing of the flight. Handrails where required for ramps shall be continuous for the full length of the ramp. A handrail end shall be returned continuous to itself or toward a wall, guard or walking surface or terminate to a post. Handrail returns shall not form a gap more than 1/4 inch (6.4 mm) from the adjacent wall.
Exceptions:
1. Handrail continuity shall be permitted to be interrupted by a newel post.
2. A volute, turnout starting easing or starting newel shall be allowed to terminate over the lowest tread.
R320.6 Grip size. Required handrails shall be of one of the following types or provide equivalent graspability.
1. Type I. Handrails with a circular cross section shall have an outside diameter of not less than 1 1/4 inches (32 mm) and not greater than 2 inches (51 mm). If the handrail is not circular, it shall have a perimeter of not less than 4 inches (102 mm) and not greater than 6 1/4 inches (160 mm) and a cross section of not more than 2 1/4 inches (57 mm). Edges shall have a radius of not less than 0.01 inch (0.25 mm).
2. Type II. Handrails with a perimeter greater than 6 1/4 inches (160 mm) shall have a graspable finger recess area on both sides of the profile. The finger recess shall begin within 3/4 inch (19 mm) measured vertically from the tallest portion of the profile and have a depth of not less than 5/16 inch (8 mm) within 7/8 inch (22 mm) below the widest portion of the profile. This required depth shall continue for not less than 3/8 inch (10 mm) to a level that is not less than 1 3/4 inches (45 mm) below the tallest portion of the profile. The width of the handrail above the recess shall be not less than 1 1/4 inches (32 mm) and not more than 2 3/4 inches (70 mm). Edges shall have a radius of not less than 0.01 inch (0.25 mm).
Exception: Exterior stairs are allowed to have a horizontal 2X member to form a 1 1/2-inch graspable dimension in lieu of the above-referenced perimeter dimensions.
R321.1.3 Opening limitations. Required guards shall not have openings from the walking surface to the required guard height that allow passage of a sphere 5 inches (153 mm) in diameter.
Exception: The triangular openings at the open side of stair, formed by the riser, tread and bottom rail of a guard, shall not allow passage of a sphere 6 inches (153 mm) in diameter.
R321.2.1 Window opening height. In dwelling units, where the bottom of the clear opening of an operable window opening is located less than 24 inches (610 mm) above the finished floor and greater than 72 inches (1829 mm) above the finished grade or other surface below on the exterior of the building, the operable window shall comply with one of the following:
1. Operable window openings will not allow a 5-inch-diameter (102 mm) sphere to pass through where the openings are in their largest opened position.
2. Operable windows are provided with window opening control devices or fall prevention devices that comply with ASTM F2090.
R324.4.2 Glazing adjacent to doors. Glazing in an individual fixed or operable panel adjacent to a door shall be considered to be a hazardous location where the bottom exposed edge of the glazing is less than 60 inches (1524 mm) above the floor or walking surface and it meets either of the following conditions:
1. Where the glazing is within 24 inches (610 mm) of either side of the door in the plane of the door in a closed position.
2. Where the glazing is on a wall perpendicular to the plane of the door in a closed position and within 24 inches (610 mm) of the hinge side of an in-swinging door.
Exceptions:
1. Decorative glazing.
2. Where there is an intervening wall or other permanent barrier between the door and the glazing.
3. Where access through the door is to a closet or storage area 3 feet (914 mm) or less in depth. Glazing in this application shall comply with Section R324.4.3.
4. Glazing that is adjacent to the fixed panel of patio doors.
R325.4.1 Intake openings. Mechanical and gravity outdoor air intake openings shall be located not less than 10 feet (3,048 mm) from any hazardous or noxious contaminant, such as vents, chimneys, plumbing vents, streets, alleys, parking lots, and loading docks.
For the purpose of this section, the exhaust from dwelling unit toilet rooms, bathrooms, and kitchens shall not be considered as hazardous or noxious.
Exceptions:
1. The 10-foot (3,048 mm) separation is not required where the intake opening is located 3 feet (914 mm) or greater below the contaminant source.
2. Vents and chimneys serving fuel-burning appliances shall be terminated in accordance with the applicable provisions of Chapters 18 and 24.
3. Clothes dryer exhaust ducts shall be terminated in accordance with Section M1502.3.
4. For equipment replacements on existing structures, gravity outdoor intake openings for combustion air shall be located a minimum of 3 feet (914 mm) from any hazardous or noxious contaminant.
R327.1 Space required. Fixtures shall be spaced in accordance with Figure R327.1.

Figure R327.1 MINIMUM FIXTURE CLEARANCES
R403.1.4.1 Frost protection. Except where otherwise protected from frost, foundation walls, piers, and other permanent supports of buildings and structures shall be protected from frost by one or more of the following methods:
1. Extended below the frost line specified in Table R301.2.
2. Constructed in accordance with Section R403.3.
3. Constructed in accordance with ASCE 32.
4. Erected on solid rock.
Footings shall not bear on frozen soil unless the frozen condition is permanent.
Exceptions:
1. Protection of freestanding accessory structures with an area of 1,500 square feet (139 m2) or less, of light-frame construction, with an eave height of 10 feet (3,048 mm) or less shall not be required.
2. Protection of freestanding accessory structures with an area of 400 square feet (37 m2) or less, of other than light-frame construction, with an eave height of 10 feet (3,048 mm) or less shall not be required.
R502.3.1 Sleeping areas and attic joists. Table R502.3.1(2) shall be used to determine the maximum allowable span of floor joists that support sleeping areas and attics that are accessed by means of a fixed stairway in accordance with Section R318.7, provided that the design live load does not exceed 40 pounds per square foot (1.92 kPa) and the design dead load does not exceed 20 pounds per square foot (0.96 kPa). The allowable span of ceiling joists that support attics used for limited storage or no storage shall be determined in accordance with Section R802.5.
R502.11 Floor framing supporting guards. Guardrail assemblies are required to be constructed according to section R301.5.
R507.3 Footings. Decks shall be supported on concrete footings or other approved structural systems designed to accommodate all loads in accordance with Section R301. Deck footings shall be sized to carry the imposed loads from the deck structure to the ground as shown in Figure R507.3.
Exception: Decks not supported by a dwelling need not be provided with footings that extend below the frost line.
R602.12 Simplified wall bracing. Buildings meeting all of the following conditions shall be permitted to be braced in accordance with this section as an alternative to the requirements of Section R602.10. The entire building shall be braced in accordance with this section; the use of other bracing provisions of Section R602.10, except as specified herein, shall not be permitted.
1. There shall be not more than three stories above the top of a concrete or masonry foundation or basement wall. Permanent wood foundations shall not be permitted.
2. Floors shall not cantilever more than 24 inches (607 mm) beyond the foundation or bearing wall below.
3. Wall height shall not be greater than 12 feet (3,658 mm).
4. The building shall have a roof eave-to-ridge height of 20 feet (6,096 mm) or less.
5. Exterior walls shall have gypsum board with a minimum thickness of 1/2 inch (12.7 mm) installed on the interior side fastened in accordance with Table R702.3.5.
6. The structure shall be located where the ultimate design wind speed is less than or equal to 130 mph (58 m/s) and the exposure category is B or C.
7. The structure shall be located in Seismic Design Category A, B, or C for detached one- and two-family dwellings or Seismic Design Category A or B for town houses.
8. Cripple walls shall not be permitted in three-story buildings.
R806.2 Minimum vent area. The minimum net free ventilating area shall be 1/150 of the area of the vented space.
Exception: The minimum net free ventilation area shall be 1/300 of the vented space provided one or more of the following conditions are met:
1. In Climate Zones 6, 7, and 8, a Class I or II vapor retarder is installed on the warm-in-winter side of the ceiling.
2. Not less than 40 percent and not more than 50 percent of the required ventilating area is provided by ventilators located in the upper portion of the attic or rafter space. Upper ventilators shall be located not more than 3 feet (914 mm) below the ridge or highest point of the space, measured vertically. The balance of the required ventilation provided shall be located in the bottom one-third of the attic space. Where the location of wall or roof framing members conflicts with the installation of upper ventilators, installation more than 3 feet (914 mm) below the ridge or highest point of the space shall be permitted.
N1101.2 (R101.3) Intent. This chapter shall regulate the design and construction of buildings for the effective use and conservation of energy over the useful life of each new building. Additions, alterations, renovations, or repairs to an existing building, building system, or portion thereof may conform to the provisions of this code as they relate to new construction without requiring the unaltered portion(s) of the existing building or building system to comply with this code. This chapter is intended to provide flexibility to permit the use of innovative approaches and techniques to achieve this objective. This chapter is not intended to abridge safety, health, or environmental requirements contained in other applicable codes or ordinances.
N1101.13 (R401.2) Application. Not adopted by the city.
N1101.14 (R401.3) Certificate. Not adopted by the city.

N1102.2.8.1 (R402.2.8.1) Basement wall insulation installation. Where basement walls are insulated, the insulation shall be installed from the top of the basement wall down to 10 feet (3,048 mm) below grade or to the basement floor, whichever is less.
Exception: Exterior basement walls of enclosed mechanical rooms.
N1102.4.1.2 (R402.4.1.2) Testing. Not adopted by the city.
N1102.4.1.3 (R402.4.1.3) Leakage rate. Not adopted by the city.
N1102.4.4 (R402.4.4) Rooms containing fuel-burning appliances. Not adopted by the city.
N1102.4.6 (R402.4.6) Electrical and communication outlet boxes (air-sealed boxes). Not adopted by the city.
N1103.3.1 (R403.3.1) Ducts located outside conditioned space. Supply and return ducts located outside conditioned space shall be insulated to an R-value of not less than R-8 for ducts 3 inches (76 mm) in diameter and larger and not less than R-6 for ducts smaller than 3 inches (76 mm) in diameter.
N1103.3.5 (R403.3.5) Duct testing. Not adopted by the city.
N1103.5 (R403.5) Service hot water systems. Energy conservation measures for service hot water systems shall be in accordance with the plumbing code.
N1103.6.3 (R403.6.3) Testing. Not adopted by the city.
N1104.1 (R404.1) Lighting equipment (Mandatory). Not adopted by the city.
N1109.2 (R501.2) Compliance. Additions, alterations, repairs or changes of occupancy to, or relocation of, an existing building, building system, or portion thereof may comply with Section N1110, N1111, N1112, or N1113, respectively, in this code. Changes where unconditioned space is changed to conditioned space shall comply with Section N1110.
N1110.1 (R502.1) General. Additions to an existing building, building system, or portion thereof may conform to the provisions of this chapter as they relate to new construction without requiring the unaltered portion of the existing building or building system to comply with this chapter. Additions shall not create an unsafe or hazardous condition or overload existing building systems. An addition shall be deemed to comply with this chapter where the addition alone complies, where the existing building and addition comply with this chapter as a single building, or where the building with the addition does not use more energy than the existing building. Additions shall be in accordance with Section N1110.2 or N1110.3.
N1111.1 (R503.1) General. Alterations to any building or structure may comply with the requirements of the code for new construction, without requiring the unaltered portions of the existing building or building system to comply with this chapter. Alterations shall be such that the existing building or structure is no less conforming with the provisions of this chapter than the existing building or structure was prior to the alteration.
Alterations shall not create an unsafe or hazardous condition or overload existing building systems. Alterations shall be such that the existing building or structure does not use more energy than the existing building or structure prior to the alteration. Alterations to existing buildings shall comply with Sections N1111.1.1 through N1111.1.4.
N1112.1 (R504.1). Buildings, structures, and parts thereof may be repaired in compliance with Section N1109.3 and this section. Work on nondamaged components necessary for the required repair of damaged components shall be considered part of the repair and shall not be subject to the requirements for alterations in this chapter. Routine maintenance required by Section N1109.3, ordinary repairs exempt from permit, and abatement of wear due to normal service conditions shall not be subject to the requirements for repairs in this section.
N1113.1 (R505.1) General. Any space that is converted to a dwelling unit or portion thereof from another use or occupancy may comply with this chapter.
Exception: Where the simulated performance option in Section N1105 is used to comply with this section, the annual energy cost of the proposed design is permitted to be 110 percent of the annual energy cost allowed by Section N1105.2.
M1305.1.3.1 Ground clearance. Equipment and appliances supported from the ground shall be level and firmly supported on a concrete slab or other approved material extending not less than 1 1/2 inches (38 mm) above the adjoining ground. Such support shall be in accordance with the manufacturer’s installation instructions. Appliances suspended from the floor shall have a clearance of not less than 6 inches (152 mm) from the ground.
M1305.1.3.3 Electrical requirements. A luminaire controlled by a switch located at the required passageway opening and a receptacle outlet shall be installed at or near the appliance location in accordance with National Electric Code. Exposed lamps shall be protected from damage by location or lamp guards.
M1502.4.2 Duct installation. Exhaust ducts shall be supported at 4-foot (1,219 mm) intervals 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 M1601.4.1. Ducts shall not be joined with screws or similar fasteners that protrude into the inside of the duct. Where dryer exhaust ducts are enclosed in wall or ceiling cavities, such cavities shall allow the installation of the duct without deformation.
M1504.2 Duct length. The length of exhaust and supply ducts used with ventilating equipment shall not exceed the lengths determined in accordance with Table M1504.2 as revised.
Table M1504.2
Duct Size
Fan airflow rating (CFM) 0-80 81-125 126-200 201-300 Over 300
Minimum duct diameter (inches) 4 5 6 7 8
M1504.3 Exhaust openings. Air exhaust openings shall terminate as follows:
1. Not less than 3 feet (914 mm) from property lines.
2. Not less than 3 feet (914 mm) from gravity air intake openings, operable windows, and doors except where the exhaust opening is located not less than 1 foot (305 mm) above the gravity air intake opening, operable windows and doors.
3. Not less than 10 feet (3048 mm) from mechanical air intake openings except where either of the following apply:
3.1. The exhaust opening is located not less than 3 feet (914 mm) above the air intake opening.
3.2. The exhaust opening is part of a factory-built intake/exhaust combination termination fitting installed in accordance with the fan manufacturer’s instructions, and the exhaust air is drawn from a living space.
4. In accordance with Sections R303.5.2 and R303.6.
5. Minimum clearance between the exhaust and intake openings of an HRV/PRV system shall be in accordance with the manufacturer’s installation instructions.
M1505.4 Whole-house mechanical ventilation system. Whole-house mechanical ventilation systems shall be designed in accordance with Sections M1505.4.1 through M1505.4.4.
Exceptions:
1. A bathroom exhaust fan shall operate continuously at a minimum rate of 20 cfm. A 6-inch-round passive makeup air shall be provided. If opening directly into the occupied space, such opening shall not decrease the comfort conditions of the occupied space. Such opening may also be used to provide combustion air for fuel-fired appliances if sized and designed for combustion air purposes. If opening into the mechanical room, permanent openings shall be provided between the mechanical room and occupied space to provide a path of travel for the air. The exhaust fan shall be located in the bathroom farthest away from the source of makeup air and shall be rated for 0.8 sones or less.
2. A 4-inch-round outdoor air duct connected to the return side of the air handler. The duct shall be insulated to a minimum R-6 and shall connect to the return duct within 8 feet of the air handler connection, not above a finished ceiling.
Table M1505.4.4
Minimum Required Local Exhaust Rates for One- and Two-Family Dwellings
Area to be Exhausted Exhaust Rates
Bathrooms—Toilet Rooms Mechanical exhaust capacity of 50 cfm intermittent or 20 cfm continuous
Section M1506 Subslab Soil Exhaust Systems.
M1506.1 General. When a subslab soil exhaust system is provided, the duct shall conform to the requirements of this section.
M1506.2 Materials. Subslab soil exhaust system duct material shall be air duct material listed and labeled to the requirements of UL 181 for Class 0 air ducts, or any of the following piping materials that comply with the plumbing code as building sanitary drainage and vent pipe: cast iron; galvanized steel; copper or copper-alloy pipe and tube of a weight not less than type DWV; and plastic piping.
M1506.3 Grade. Exhaust system ducts shall not be trapped and shall have a minimum slope of 1/8 unit vertical in 12 units horizontal (1 percent slope).
M1506.4 Termination. Subslab soil exhaust system ducts shall extend through the roof and terminate at least 6 inches (152 mm) above the roof and at least 10 feet (3,048 mm) from any operable openings or air intake.
M1506.5 Identification. Subslab soil exhaust ducts shall be permanently identified within each floor level by means of a tag, stencil or other approved marking.
M1601.1.1 Above-ground duct systems. Above-ground duct systems shall conform to the following:
1. Equipment connected to duct systems shall be designed to limit discharge air temperature to not greater than 250°F (121°C).
2. Factory-made ducts shall be listed and labeled in accordance with UL 181 and installed in accordance with the manufacturer’s instructions. Flexible air ducts shall be limited in length to 14 feet. Flexible air connectors are not allowed.
3. Fibrous glass duct construction shall conform to the SMACNA Fibrous Glass Duct Construction Standards or NAIMA Fibrous Glass Duct Construction Standards.
4. Field-fabricated and shop-fabricated metal and flexible duct constructions shall conform to the SMACNA HVAC Duct Construction Standards—Metal and Flexible except as allowed by Table M1601.1.1. Galvanized steel shall conform to ASTM A 653, except that sheet steel and strip used for duct, connectors, and round duct shall be G40 galvanized steel of lock-forming quality.
5. The use of gypsum products to construct return air ducts or plenums is permitted, provided that the air temperature does not exceed 125°F (52°C) and exposed surfaces are not subject to condensation.
6. Duct systems shall be constructed of materials having a flame spread index of not greater than 200.
7. Stud wall cavities and the spaces between solid floor joists to be used as air plenums shall comply with the following conditions:
7.1. These cavities or spaces shall not be used as a plenum for supply air.
7.2. These cavities or spaces shall not be part of a required fire-resistance-rated assembly.
7.3. Stud wall cavities shall not convey air from more than one floor level.
7.4. Stud wall cavities and joist-space plenums shall be isolated from adjacent concealed spaces by tight-fitting fireblocking in accordance with Section R302.11. Fireblocking materials used for isolation shall comply with Section R302.11.1.
7.5. Stud wall cavities in the outside walls of the building envelope assemblies shall not be utilized as air plenums.
7.6. Building cavities used as plenums shall be sealed.
8. Volume dampers, equipment, and other means of supply, return, and exhaust air adjustment used in system balancing shall be provided with access.
M1601.1.2 Underground duct systems. Underground duct systems shall be constructed of approved concrete, clay, metal, or plastic. The maximum design temperature for systems utilizing plastic duct and fittings shall be 150°F (66°C). Metal ducts shall be protected from corrosion in an approved manner or shall be completely encased in concrete not less than 2 inches (51 mm) thick. Nonmetallic ducts shall be installed in accordance with the manufacturer’s instructions. Plastic pipe and fitting materials shall conform to cell classification 12454-B of ASTM D1248 or ASTM D1784 and external loading properties of ASTM D2412. Ducts shall slope to a drainage point that has access. Ducts shall be sealed and secured prior to encasing the ducts in concrete or direct burial. Metallic ducts having an approved protective coating and nonmetallic ducts shall be installed in accordance with the manufacturer’s instructions.
M1601.4.1 Joints, seams, and connections. Longitudinal and transverse joints, seams, and connections in metallic and nonmetallic ducts shall be constructed as specified in SMACNA HVAC Duct Construction Standards—Metal and Flexible and NAIMA Fibrous Glass Duct Construction Standards. Joints, longitudinal and transverse seams, and connections in ductwork outside the building thermal envelope, all return ducts located within 10 feet (3.05 m) of any appliance or all return ducts within a mechanical room, and all supply main trunk ducts and branch duct connections to the main trunk ducts shall be securely fastened and sealed with welds, gaskets, mastics (adhesives), mastic-plus-embedded-fabric systems, liquid sealants, or tapes. Tapes and mastics used to seal fibrous glass ductwork shall be listed and labeled in accordance with UL 181A and shall be marked “181A-P” for pressure-sensitive tape, “181 A-M” for mastic, or “181 A-H” for heat-sensitive tape.
Tapes and mastics used to seal metallic and flexible air ducts and flexible air connectors shall comply with UL 181B and shall be marked “181 B-FX” for pressure-sensitive tape or “181 B-M” for mastic. Duct connections to flanges of air distribution system equipment shall be sealed and mechanically fastened. Mechanical fasteners for use with flexible nonmetallic air ducts shall comply with UL 181B and shall be marked 181 B-C. Crimp joints for round metallic ducts shall have a contact lap of not less than 1 inch (25 mm) and shall be mechanically fastened by means of not less than three sheet metal screws or rivets equally spaced around the joint.
Closure systems used to seal all ductwork shall be installed in accordance with the manufacturer’s instructions.
Exceptions:
1. Spray polyurethane foam shall be permitted to be applied without additional joint seals.
2. Where a duct connection is made that is partially without access, three screws or rivets shall be equally spaced on the exposed portion of the joint so as to prevent a hinge effect.
3. For ducts having a static pressure classification of less than 2 inches of water column (500 Pa), additional closure systems shall not be required for continuously welded joints and seams and locking-type joints and seams. This exception shall not apply to snap-lock and button-lock type joints and seams that are located outside of conditioned space.
M1601.4.4 Support. Factory-made ducts listed in accordance with UL 181 shall be supported in accordance with the manufacturer’s installation instructions. Field- and shop-fabricated fibrous glass ducts shall be supported in accordance with the SMACNA Fibrous Glass Duct Construction Standards or the NAIMA Fibrous Glass Duct Construction Standards. Field- and shop-fabricated metal and flexible ducts shall be supported in accordance with the SMACNA HVAC Duct Construction Standards—Metal and Flexible. Metal ducts shall be supported by 1/2-inch-wide (13 mm) 18-gage, 1-inch-wide (25 mm) 24-gage, or 1 1/2-inch-wide (39 mm) 26-gage metal straps or 12-gage galvanized wire at intervals not exceeding 10 feet (3,048 mm), or other approved means.
G2402.3 (201.3) Terms defined in other codes. Where terms are not defined in this code and are defined in the International Building Code, International Fire Code, NFPA-70, International Mechanical Code, International Fuel Gas Code, or Uniform Plumbing Code, such terms shall have meanings ascribed to them as in those codes.
G2407.6 (304.6) Outdoor combustion air. Outdoor combustion air shall be provided through opening(s) to the outdoors in accordance with Section G2407.6.1, G2407.6.2, or G2407.6.3. The minimum dimension of air openings shall be not less than 3 inches (76 mm).
Combustion air intake opening shall be located a minimum of 3 feet (914 mm) from a gas meter.
G2407.6.3 Alternate combustion air sizing. As an alternate, the net free area of openings, ducts, or plenums supplying air to an area containing gas- and oil-burning appliances shall be in accordance with CSA B149.1:20, Natural Gas and Propane Installation Code, published by the Canadian Standards Association (CSA).
The combustion air duct is required to be upsized one diameter size when a dryer is installed in the same room as the combustion air.
G2408.1 (305.1) General. Equipment and appliances shall be installed as required by the terms of their approval in accordance with the conditions of listing, the manufacturer’s instructions, and this code. Manufacturer’s installation instructions shall be available on the job site at the time of inspection. Where a code provision is less restrictive than the conditions of the listing of the equipment or appliance or the manufacturer’s installation instructions, the conditions of the listing and the manufacturer’s installation instructions shall apply.
After completion of the installation, all safety and operating controls and venting shall be tested before placing the burner in service in accordance with the manufacturer’s installation instructions. The following requirements need to be recorded and affixed to the inside of the gas train access panel:
1. The rate of flow of the gas or fuel shall be adjusted to within plus or minus 5 percent of the required Btu/hr rating at the manifold pressure specified by the manufacturer. When the prevailing pressure is less than the manifold pressure specified, the rates shall be adjusted at the prevailing pressure.
2. The gas inlet pressure per the manufacturer’s installation settings.
3. The temperature rise across the heat exchanger per the manufacturer’s installation settings.
4. The static pressure of the supply and return ducts per the manufacturer’s installation settings.
Unlisted appliances approved in accordance with Section G2404.3 shall be limited to uses recommended by the manufacturer and shall be installed in accordance with the manufacturer’s instructions, the provisions of this code, and the requirements determined by the code official.
G2408.4 (305.7). Equipment and appliances installed at grade level shall be supported on a level concrete slab or other approved material extending not less than 1 1/2 inches (38 mm) above adjoining grade or shall be suspended not less than 6 inches (152 mm) above adjoining grade. Such supports shall be installed in accordance with the manufacturer’s instructions.
G2410.2 (309.2) Connections. Electrical connections between appliances and the building wiring, including the grounding of the appliances, shall conform to the National Electric Code.
G2415.2 (404.2) CSST. CSST piping systems shall be installed in accordance with the terms of their approval, the conditions of listing, the manufacturer’s instructions, and this code.
The piping located on the exterior extending from the gas meter to the inside of the structure shall be a metallic pipe in compliance with Section G2414.3. The entrance into the structure shall be provided with the appropriate transition flange where an alternate gas piping material is utilized on the inside of the structure.
G2415.3 (404.3) Prohibited locations. Piping shall not be installed in or through a ducted supply, return or exhaust, or a clothes chute, chimney or gas vent, dumbwaiter, or elevator shaft.
G2415.6 (404.6) Piping through foundation walls. Underground piping, where installed through the outer foundation or basement wall of a building, shall be encased in a protective sleeve or protected by an approved device or method. The space between the gas piping and the sleeve and between the sleeve and the wall shall be sealed to prevent the entry of gas and water.
G2415.12 (404.12) Minimum burial depth. Underground piping systems shall be installed a minimum depth of 12 inches (305 mm) below grade. The minimum depth shall be increased to 18 inches (457 mm) if external damage to the piping or tubing from external forces is likely to result. Where a minimum of 12 inches (305 mm) of depth cannot be provided, the pipe shall be installed in conduit or bridged (shielded).
G2415.12.1 (404.12.1). Not adopted by the city.
G2420.1.2 (409.1.2) Prohibited locations. Shutoff valves shall be prohibited in concealed locations, furnace plenums, and accessible spaces between a fixed ceiling and a dropped ceiling unless serving a gas appliance installed in that space.
Part VII—Plumbing. The following chapters are not adopted by the city: Chapter 25—Plumbing Administration; Chapter 26—General Plumbing Requirements; Chapter 27—Plumbing Fixtures; Chapter 28—Water Heaters; Chapter 29—Water Supply and Distribution except Section P2904 Dwelling Unit Fire Sprinkler Systems; Chapter 30—Sanitary Drainage; Chapter 31—Vents; Chapter 32—Traps; and Chapter 33—Storm Drainage.
The provisions of the plumbing code of the city of Sioux Falls or the most current Uniform Plumbing Code adopted by the South Dakota State Plumbing Commission shall apply to the installation, alterations, repairs, and replacement of plumbing systems, including equipment, appliances, fixtures, and appurtenances, and where connected to a water or sewage system for detached one- and two-family dwellings and multiple single-family dwellings (town houses) not more than three stories high with separate means of egress and their accessory structures.
Part VIII—Electrical. The following chapters are not adopted by the city: Chapter 34—General Requirements; Chapter 35—Electrical Definitions; Chapter 36—Services; Chapter 37—Branch Circuit and Feeder Requirements; Chapter 38—Wiring Methods; Chapter 39—Power and Lighting Distribution; Chapter 40—Device and Luminaires; Chapter 41—Appliance Installation; Chapter 42—Swimming Pools; Chapter 43—Class 2 Remote-Control, Signaling and Power-Limited Circuits.
The provisions of the electrical code of the city of Sioux Falls or the most current code adopted National Electrical Code by the South Dakota State Electrical Commission shall apply to the installation, alteration, repair, relocation, replacement, addition to, use, or maintenance of any electrical system, apparatus, wiring, or equipment for electrical, light, heat, power, fire alarms, and associate controls for detached one- and two-family dwellings and multiple single-family dwellings (town houses) not more than three stories high with separate means of egress and their accessory structures.
Date adopted: 09/15/26 .
Christine Erickson, Mayor
ATTEST:
Jermery J. Washington, City Clerk
Published once on Sept. 18, 2026, at the approximate cost of $1,009.38, and may be viewed free of charge at www.sdpublicnotices.com or TheDakotaScout.com.

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PUBLISH: Sept. 18, 2026


ORDINANCE NO. 75-26
AN ORDINANCE OF THE CITY OF SIOUX FALLS, SD, AMENDING THE CODE OF ORDINANCES OF THE CITY BY ADOPTING THE 2024 INTERNATIONAL MECHANICAL CODE AND THE 2024 INTERNATIONAL FUEL GAS CODE AND AMENDMENTS THERETO.
BE IT ORDAINED BY THE CITY OF SIOUX FALLS, SD:
Section 1. That Section 150.030 of the Code of Ordinances of Sioux Falls, SD, is hereby amended to read:
§ 150.001 ADOPTED.
(a) The International Mechanical Code, 2024 edition, including Appendix A, and the International Fuel Gas Code including Appendix A, B, and C, 2024 edition, as amended, are hereby adopted for regulating the design, construction, quality of materials, erection, installation, alteration, repair, location, relocation, replacement, addition to, use, or maintenance of heating, ventilation, cooling, refrigeration, incinerators, or other miscellaneous heat producing appliances in the city, and for providing for performance of inspections and collection of fees therefor.
(b) The adoption of the 2024 International Mechanical Code and the 2024 International Fuel Gas Code will become effective July 1, 2026. The minimum mechanical standards referenced in the International Mechanical Code and the International Fuel Gas Code shall be applied to any permit issued after June 30, 2026.
(c) The city shall publish this ordinance, without attachments, after its passage. The attachments are on file and available for inspection at the office of the city clerk.
Section 2. That Section 150.031 of the Code of Ordinances of Sioux Falls, SD, is hereby amended to read:
§ 150.031 AMENDMENTS, ADDITIONS, AND DELETIONS TO THE 2024 INTERNATIONAL MECHANICAL CODE.
The following sections and subsections of the 2024 International Mechanical Code adopted in this subchapter shall be amended, added, or deleted as follows. All other sections or subsections of the 2024 International Mechanical Code shall remain the same.
[A] 101.1 Title. These regulations shall be known as the Mechanical Code of the city of Sioux Falls, hereinafter referred to as “this code.”
[A] 103.1 Creation of agency. The mechanical division is hereby created and the official in charge thereof shall be known as the code official. The function of the agency shall be the implementation, administration, and enforcement of the provisions of this code.
[A] 103.2 Appointment. Not adopted by the city.
[A] 104.8 Liability. The code official, member of the board of appeals, or employee charged with the enforcement of this code, while acting for the jurisdiction in good faith and without malice in the discharge of the duties required by this code or other pertinent law or ordinance, shall not thereby be rendered civilly or criminally liable personally, and is hereby relieved from personal liability for any damage accruing to persons or property as a result of an act or by reason of an act or omission in the discharge of official duties.
This code shall not be construed to relieve or lessen the responsibility of any person owning, operating, or controlling any building or structure for any damages to persons or property caused by defects, nor shall the city, or its officers and employees, be held as assuming any such liability by reason of the inspections authorized by this code or any permits or certificates issued under this code.
[A] 104.8.1 Legal defense. Any suit or criminal complaint instituted against any officer or employee because of an act or omission performed by that officer or employee in the lawful discharge of duties and under the provisions of this code or other laws or ordinances implemented through the enforcement of the code shall be afforded all the protection provided by the city’s insurance pool and immunities and defenses provided by other applicable state and federal laws and be defended by the legal representatives of the jurisdiction until the final termination of the proceedings. The code official or any subordinate shall not be liable for costs in an action, suit, or proceeding that is instituted in pursuance of the provisions of this code.
[A] 105.4.5 Suspension or revocation of permit. The code official shall have the authority to suspend or revoke a permit issued under the provisions of this code wherever the permit is issued in error, is issued with an agreed upon document with stipulations or on the basis of incorrect, inaccurate or incomplete information, or in violation of any ordinance or regulation or any of the provisions of this code.
The building official is authorized to suspend or revoke a permit when an official court document has been issued.
[A] 108.2 Required inspections and testing. It shall be the duty of the licensed mechanical contractor, or his designated mechanic doing the work authorized by a permit, or the homeowner holding the homeowner’s mechanical permit to notify the mechanical inspector that such work is ready for inspection. The building official may require that every request for inspection be filed at least one working day before such inspection is desired.
The code official, upon notification from the permit holder or the permit holder’s agent, shall make the following inspections and other such inspections as necessary, and shall either release that portion of the construction or shall notify the permit holder or the permit holder’s agent of violations that must be corrected. The holder of the permit shall be responsible for the scheduling of such inspections.
1. Underground inspection shall be made after trenches or ditches are excavated and bedded, piping installed, and before backfill is put in place. Where excavated soil contains rocks, broken concrete, frozen chunks, and other rubble that would damage or break the piping or cause corrosive action, clean backfill shall be on the job site.
2. Rough-in inspection shall be made after the roof, framing, fire blocking, and bracing are in place and all ducting and other components to be concealed are complete, and prior to the installation of wall or ceiling membranes.
3. Final inspection shall be made upon completion of the mechanical system.
Exception: Ground-source heat pump loop systems tested in accordance with Section 1210.10 shall be permitted to be backfilled prior to inspection.
The requirements of this section shall not be considered to prohibit the operation of any heating equipment or appliances installed to replace existing heating equipment or appliances serving an occupied portion of a structure provided that a request for inspection of such heating equipment or appliances has been filed with the department not more than 48 hours after such replacement work is placed into operation or substantially completed, and before any portion of such equipment or appliances is concealed by any permanent portion of the structure.
[A] 108.2.1 Fee schedule. The fees for mechanical work shall be as indicated in the following schedule:
Table No. 1-A. Mechanical Permit Fees*
Total Project Valuation % of Project Mechanical Valuation Fee
$0.01 to $50,000.00 10% $0.01 to $5,000.00 $40
$50,000.01 to $250,000.00 10% $5,000.01 to 25,000.00 $40 for the first $5,000, plus $6 for each additional $1,000 or fraction thereof, to and including $25,000
$250,000.01 to $500,000.00 10% $25,000.01 to $50,000.00 $160 for the first $25,000, plus $5.25 for each additional $1,000 or fraction thereof, to and including $50,000
$500,000.01 to $1,000,000.00 10% $50,000.01 to $100,000.00 $323 for the first $50,000, plus $4.50 for each additional $1,000 or fraction thereof, to and including $100,000
$1,000,000.01 to $2,500,000.00 10% $100,000.01 to $250,000.00 $548 for the first $100,000 plus $4.25 for each additional $1,000 or fraction thereof, to and including $250,000
$2,500,000.01 to $5,000,000.00 10% $250,000.01 to $500,000.00 $1,186 for the first $250,000, plus $4 for each additional $1,000 or fraction thereof, to and including $500,000
$5,000,000.01 to $10,000,000.00 10% $500,000.01 to $1,000,000.00 $2,186 for the first $500,000, plus $3.50 for each additional $1,000 or fraction thereof, to and including $1,000,000
$10,000,000.01 and up 10% $1,000,000.01 and up $3,936 for the first $1,000,000, plus $3 for each additional $1,000 or fraction thereof
Other Inspections and Fees
1. Homeowner’s permit. $25
2. Inspections outside of normal business hours (minimum charge, one hour), per hour. $200**
3. Reinspection fees assessed under provisions of Section 108 of the International Mechanical Code (minimum charge, one hour), per hour. $200**
4. When a plan or other data is required to be submitted by SDCL 36-18A or when the building official requires submittal of plans, computations, or specifications in accordance with Section 110, a plan review fee shall be charged. The plan review fee shall be 25 percent of the mechanical permit fee as shown on Table No. 1-B, Commercial Building Permit Fees, of § 150.017 of the Code of Ordinances of Sioux Falls, South Dakota.
5. Additional plan review required by changes, additions, revisions to approved plans (minimum charge, one hour), per hour. $100**
6. Fee for late corrections. If corrections listed on an inspection report are not completed within the specified time, the inspector shall issue a correction order and assess a $100 administrative fee. The inspector shall also assess a reinspection fee. $100
7. Fee for failure to request a required inspection. Where mechanical or fuel gas work is completed without a request for an inspection, an administrative fee of $250 may be charged. $250
8. Board of appeals fees. Before any action is taken by the board, the party or parties requesting the hearing shall deposit with the secretary of the board or his or her authorized agent, the sum of $100 to cover the approximate cost of the procedure. Under no condition shall the sum or any portion thereof be refunded for failure of the request to be approved. $100
9. Examination fee; per examination $75
10. A mileage fee at the current rate per mile as established by the finance department shall be charged for any inspection occurring outside city limits.
11. Bond claims. An administrative fee shall be charged to cover the administrative cost of filing a claim. $250
*The Total Project Valuation of the project will be used when a building permit is issued.
**Or the total hourly cost to the city, whichever is greater. This cost shall include supervision, overhead, equipment, hourly wages, and fringe benefits of the employees involved.
The building official may refuse to issue permits or conduct inspections for any delinquent account.
[A] 108.6 Refunds. The code official is authorized to establish a refund policy. The refunding of fees shall be as follows:
1. The full amount of any fee paid hereunder which was erroneously paid or collected.
2. Not more than 80 percent of the permit fee paid where work has not been done under a permit issued in accordance with this code.
3. Not more than 80 percent of the plan review fee paid where an application for a permit for which a plan review fee has been paid is withdrawn or canceled before any plan review effort has been expended.
The code official shall not authorize the refunding of any fee paid later than 180 days after the date of fee payment or when the fee is the minimum established fee as established in Table 1-A, 1-B, and 1-C of Section 150.017 of the Code of Ordinance of Sioux Falls, SD.
[A] 111.2 Required inspections and testing. It shall be the duty of the licensed mechanical contractor, or his or her designated mechanic doing the work authorized by a permit, or the homeowner holding the homeowner’s mechanical permit to notify the mechanical inspector that such work is ready for inspection. The building official may require that every request for inspection be filed at least one working day before such inspection is desired.
The code official, upon notification from the permit holder or the permit holder’s agent, shall make the following inspections and other such inspections as necessary, and shall either release that portion of the construction or shall notify the permit holder or the permit holder’s agent of violations that must be corrected. The holder of the permit shall be responsible for the scheduling of such inspections.
1. Underground inspection shall be made after trenches or ditches are excavated and bedded, piping installed, and before backfill is put in place. Where excavated soil contains rocks, broken concrete, frozen chunks and other rubble that would damage or break the piping or cause corrosive action, clean backfill shall be on the job site.
2. Rough-in inspection shall be made after the roof, framing, fire blocking and bracing are in place and all ducting and other components to be concealed are complete, and prior to the installation of wall or ceiling membranes.
3. Final inspection shall be made upon completion of the mechanical system.
Exception: Ground-source heat pump loop systems tested in accordance with Section 1210.10 shall be permitted to be backfilled prior to inspection.
The requirements of this section shall not be considered to prohibit the operation of any heating equipment or appliances installed to replace existing heating equipment or appliances serving an occupied portion of a structure provided that a request for inspection of such heating equipment or appliances has been filed with the department not more than 48 hours after such replacement work is placed into operation or substantially completed, and before any portion of such equipment or appliances is concealed by any permanent portion of the structure.
[A] 112.1 Mechanical board of appeals and examiners. There is hereby created a mechanical board of appeals and examiners to hear and decide appeals of orders, decisions, or determinations made by the building official relative to the application and interpretation of the International Mechanical Code, International Fuel Gas Code, including Part V—Mechanical and Part VI—Fuel Gas of the International Residential Code, to determine that the provisions of these codes do not fully apply, to determine if an equally or better construction is proposed as an alternative, to review all prospective changes to the mechanical and fuel gas codes and to submit recommendations to the responsible official and the city council, to review licensing and test application determinations and to examine applicants for licensing, and to investigate matters brought to the board. It shall consist of five members qualified by experience and training to pass upon matters pertaining to mechanical design, construction, and maintenance and the public health aspects of mechanical systems referenced in the International Mechanical Code and the International Fuel Gas Code. Members shall be appointed by the mayor with the advice and consent of the council and shall hold office for a term of three years. The board shall adopt rules and procedures for conducting its business. All decisions and findings shall be provided in writing to the appellant with a duplicate copy provided to the building services division.
[A] 112.2 Limitation of authority. The mechanical board of appeals and examiners shall not have the authority to waive requirements of this code or interpret the administration of this code.
[A] 112.3 Qualifications. Not adopted by the city.
[A] 112.4 Administration. Not adopted by the city.
[A] 113.1 Membership of board. Not adopted by the city.
[A] 114.3 Prosecution of violation. If the notice of violation is not complied with promptly, the code official shall request the legal counsel of the jurisdiction to deem the violation as a strict liability offense and institute the appropriate proceeding at law or in equity to restrain, correct, or abate such violation, or to require the removal or termination of the unlawful occupancy of the structure in violation of the provisions of this code or of the order or direction made pursuant thereto.
[A] 114.4 Violation penalties. Persons who shall violate a provision of this code or shall fail to comply with any of the requirements thereof or who shall erect, install, alter, or repair mechanical work in violation of the approved construction documents or directive of the code official, or of a permit or certificate issued under the provisions of this code, shall be guilty of an ordinance violation and be subject to administrative citations through the code enforcement process.
[A] 114.1 Mechanical board of appeals and examiners. There is hereby created a mechanical board of appeals and examiners to hear and decide appeals of orders, decisions, or determinations made by the building official relative to the application and interpretation of the International Mechanical Code, International Fuel Gas Code, including Part V—Mechanical and Part VI—Fuel Gas of the International Residential Code, to determine that the provisions of these codes do not fully apply, to determine if an equally or better construction is proposed as an alternative, to review all prospective changes to the mechanical and fuel gas codes and to submit recommendations to the responsible official and the city council, to review licensing and test application determinations and to examine applicants for licensing, and to investigate matters brought to the board. It shall consist of five members qualified by experience and training to pass upon matters pertaining to mechanical design, construction, and maintenance and the public health aspects of mechanical systems referenced in the International Mechanical Code and the International Fuel Gas Code. The building official or mechanical inspector shall be an ex officio member and shall act as secretary of the board, but shall have no vote upon any matter before the board. Members shall be appointed by the mayor with the advice and consent of the council and shall hold office for a term of three years. The board shall adopt rules and procedures for conducting its business. All decisions and findings shall be provided in writing to the appellant with a duplicate copy provided to the building services division.
[A] 114.2 Limitations of authority. The mechanical board of appeals and examiners shall not have authority to waive requirements of this code or interpret the administration of this code.
[A] 114.3 Qualifications. Not adopted by the city.
[A] 114.4 Administration. Not adopted by the city.
201.3 Terms defined in other codes. Where terms are not defined in this code and are defined in the International Building Code, International Residential Code, International Existing Building Code, NFPA 70, International Fire Code, International Fuel Gas Code, or the Uniform Plumbing Code, such terms shall have meanings ascribed to them as in those codes.
Section 202—General Definitions. Add the following definition:
STRICT LIABILITY OFFENSE. An offense in which the prosecution in a legal proceeding is not required to prove criminal intent as a part of its case. It is enough to prove that the defendant either did an act which was prohibited or failed to do an act which the defendant was legally required to do.
301.2 Energy utilization. Heating, ventilating, and air-conditioning systems of all structures may be designed and installed for efficient utilization of energy in accordance with the International Energy Conservation Code.
301.11 Plumbing connections. Potable water supply and building drainage system connections to equipment and appliances regulated by this code shall be in accordance with the Plumbing Code.
304.10 Clearances from grade. Equipment and appliances installed at grade level shall be supported on a level concrete slab or other approved material extending not less than 1 1/2 inches (38 mm) above adjoining grade or shall be suspended not less than 6 inches (152 mm) above adjoining grade. Such support shall be in accordance with the manufacturer’s installation instructions.
304.11 Guards. Guards shall be provided where various components that require service and roof hatch openings are located within 10 feet (3,048 mm) of a roof edge or open side of a walking surface and such edge or open side is located more than 30 inches (762 mm) above the floor, roof, or grade below. The guard shall extend not less than 30 inches (762 mm) beyond each end of components that require service and each end of the roof hatch parallel to the roof edge. The top of the guard shall be located not less than 42 inches (1,067 mm) above the elevated surface adjacent to the guard. The guard shall be constructed so as to prevent the passage of a 21-inch-diameter (533 mm) sphere and shall comply with the loading requirements for guards specified in the International Building Code.
306.2 Appliances in rooms. Rooms containing appliances shall be provided with a door and an unobstructed passageway to the service area of the appliance measuring not less than 36 inches (914 mm) wide and 80 inches (2,032 mm) high.
Exception: Within a dwelling unit, appliances installed in a compartment, alcove, basement, or similar space shall be accessed by an opening or door and an unobstructed passageway measuring not less than 24 inches (610 mm) wide and large enough to allow removal of the largest appliance in the space, provided that a level service space of not less than 30 inches (762 mm) deep and the height of the appliance, but not less than 30 inches (762 mm), is present at the front or service side of the appliance with the door open.
306.5 Equipment and appliances on roofs or elevated structures. Where equipment requiring access or appliances are located on an elevated structure or the roof of a building such that personnel will have to climb higher than 16 feet (4,877 mm) above grade or floor level to access such equipment or appliances, an interior or exterior means of access shall be provided. Such access shall not require climbing over obstructions greater than 30 inches (762 mm) in height or walking on roofs having a slope greater than 4 units vertical in 12 units horizontal (33 percent slope). Such access shall not require the use of portable ladders. Where access involves climbing over parapet walls, the height shall be measured to the top of the parapet wall.
Permanent ladders installed to provide the required access shall comply with the following minimum design criteria:
1. The side railing shall extend above the parapet or roof edge or landing platform not less than 42 inches (1,067 mm).
2. Ladders shall have rung spacing not less than 10 inches (254 mm) and not to exceed 14 inches (356 mm) on center. The uppermost rung shall be not greater than 24 inches (610 mm) below the upper edge of the roof hatch, roof, or parapet, as applicable.
3. Ladders shall have a toe spacing not less than 7 inches (178 mm) and not more than 12 inches (305 mm) deep.
4. There shall be not less than 16 inches (406 mm) between rails.
5. Rungs shall have a diameter not less than 0.75 inch (19.1 mm) and be capable of withstanding a 300-pound (136 kg) load.
6. Ladders over 30 feet (9,144 mm) in height shall be provided with offset sections and landings capable of withstanding 100 pounds per square foot (488 kg/m2). Landing dimensions shall be not less than 18 inches (457 mm) and not less than the width of the ladder served. A guard rail shall be provided on all open sides of the landing.
7. Climbing clearance. The distance from the centerline of the rungs to the nearest permanent object on the climbing side of the ladder shall be not less than 30 inches (762 mm) measured perpendicular to the rungs. This distance shall be maintained from the point of ladder access to the bottom of the roof hatch. A minimum clear width of 15 inches (381 mm) shall be provided on both sides of the ladder measured from the midpoint of and parallel with the rungs except where cages or wells are installed.
8. Landing required. The ladder shall be provided with a clear and unobstructed bottom landing area having a minimum dimension of 30 inches (762 mm) by 30 inches (762 mm) centered in front of the ladder.
9. Ladders shall be protected against corrosion by approved means.
10. Access to ladders shall be provided at all times.
11. Top landing required. The ladder shall be provided with a clear and unobstructed landing on the exit side of the roof hatch, having a minimum space of 30 inches (762 mm) deep and being the same width as the hatch.
12. Exterior access may be by means of a ladder which need not extend closer than 8 feet (2,438 mm) to finished grade.
13. When a new hatch is being used to access equipment or appliances on a roof or elevated structure, the handle or release must be on the same side of the roof hatch as the ladder or within 18 inches of the ladder.
Catwalks installed to provide the required access shall be not less than 24 inches (610 mm) wide and shall have railings as required for service platforms.
Exception: This section shall not apply to Group R-3 occupancies.
306.5.1 Sloped roofs. Where appliances, equipment, fans, or other components that require service are installed on a roof having a slope of greater than 3 units vertical in 12 units horizontal (25 percent slope) and having an edge more than 30 inches (762 mm) above grade at such edge, a level platform shall be provided on each side of the appliance or equipment to which access is required for service, repair, or maintenance. The platform shall be not less than 30 inches (762 mm) in any dimension and shall be provided with guards. The guards shall extend not less than 42 inches (1,067 mm) above the platform, shall be constructed so as to prevent the passage of a 21-inch-diameter (533 mm) sphere, and shall comply with the loading requirements for guards specified in the International Building Code. Access shall not require walking on roofs having a slope greater than 4 units vertical in 12 units horizontal (33 percent slope).
Where access involves obstructions greater than 30 inches (762 mm) in height, such obstructions shall be provided with ladders installed in accordance with Section 306.5 or stairways installed in accordance with the requirements specified in the International Building Code in the path of travel to and from appliances, fans, or equipment requiring service.
307.2.2 Drain pipe materials and sizes. Components of the condensate disposal system shall be ABS, cast iron, copper and copper alloy, CPVC, cross-linked polyethylene, galvanized steel, PE-RT, polyethylene, polypropylene, PVC or PVDF pipe or tubing. Components shall be selected for the pressure and temperature rating of the installation. Joints and connections shall be made in accordance with the applicable provisions of Chapter 7 of the Plumbing Code relative to the material type. Condensate waste and drain line size shall be not less than 3/4-inch pipe size and shall not decrease in size from the drain pan connection to the place of condensate disposal. Where the drain pipes from more than one unit are manifolded together for condensate drainage, the pipe or tubing shall be sized in accordance with Table 307.2.2.
312.1 Load calculations. When deemed necessary by the mechanical inspector, heating and cooling system design loads for the purpose of sizing systems, appliances, and equipment shall be determined in accordance with the procedures described in the ASHRAE/ACCA Standard 183. Alternatively, design loads shall be determined by an approved equivalent computation procedure, using the design parameters specified in Chapter 3 [CE] of the International Energy Conservation Code.
401.2 Ventilation required. Every occupied space shall be ventilated by natural means in accordance with Section 402 or by mechanical means in accordance with Section 403. Where the air infiltration rate in a dwelling unit is less than 5 air changes per hour when tested with a blower door at a pressure of 0.2-inch water column (50 Pa) in accordance with Section 402.4.1.2 of the International Energy Conservation Code, the dwelling unit shall be ventilated by mechanical means in accordance with section 403.
401.4 Intake opening location. Air intake openings shall comply with all of the following:
1. Intake openings shall be located not less than 10 feet (3,048 mm) from lot lines or buildings on the same lot.
2. Mechanical and gravity outdoor air intake openings shall be located not less than 10 feet (3,048 mm) horizontally from any hazardous or noxious contaminant source, such as vents, streets, alleys, parking lots, and loading docks, except as specified in Item 3 or Section 501.3.1. Outdoor air intake openings shall be permitted to be located less than 10 feet (3,048 mm) horizontally from streets, alleys, parking lots, and loading docks provided that the openings are located not less than 25 feet (7,620 mm) vertically above such locations. Where openings front on a street or public way, the distance shall be measured from the centerline of the street or public way.
3. Intake openings shall be located not less than 3 feet (914 mm) below contaminant sources where such sources are located within 10 feet (3,048 mm) of the opening. Separation is not required between intake air openings and living space exhaust air openings of an individual dwelling unit or sleeping unit where an approved factory-built intake/exhaust combination fitting is used to separate the air streams in accordance with the manufacturer’s instructions.
4. Intake openings on structures in flood hazard areas shall be at or above the elevation required by Section 1612 of the International Building Code for utilities and attendant equipment.
403.3.2 Group R-2, R-3, and R-4 occupancies. The design of local exhaust systems and ventilation systems for outdoor air in Group R-2, R-3, and R-4 occupancies shall comply with Sections 403.3.2.1 through 403.3.2.5.
Exceptions:
1. A bathroom exhaust fan shall operate continuously at a minimum rate of 20 cfm. A 6-inch-round passive makeup air shall be provided. If opening directly into the occupied space, such opening shall not decrease the comfort conditions of the occupied space. Such opening may also be used to provide combustion air for fuel-fired appliances if sized and designed for combustion air purposes. If opening into the mechanical room, permanent openings shall be provided between the mechanical room and occupied space to provide a path of travel for the air. The exhaust fan shall be located in the bathroom farthest away from the source of makeup air and shall be rated for 0.8 sones or less.
2. A 4-inch-round fresh air duct connected to the return side of the air handler. The duct shall be insulated to a minimum R-6 and shall connect to the return trunk duct within 8 feet of the air handler duct connection, not above a finished ceiling.
Table 403.3.2.3
MINIMUM REQUIRED LOCAL EXHAUST RATES FOR GROUP R-2, R-3, AND R-4 OCCUPANCIES
AREA TO BE EXHAUSTED EXHAUST RATES
Bathrooms—Toilet Rooms 50 cfm intermittent or 20 cfm continuous
501.3.1 Location of exhaust outlets. The termination point of exhaust outlets and ducts discharging to the outdoors shall be located with the following minimum distances:
1. For ducts conveying explosive or flammable vapors, fumes, or dusts: 30 feet (9,144 mm) from property lines; 10 feet (3,048 mm) from operable openings into buildings; 6 feet (1,829 mm) from exterior walls and roofs; 30 feet (9,144 mm) from combustible walls and operable openings into buildings that are in the direction of the exhaust discharge; 10 feet (3,048 mm) above adjoining grade.
2. For other product-conveying outlets: 10 feet (3,048 mm) from the property lines; 3 feet (914 mm) from exterior walls and roofs; 10 feet (3,048 mm) from operable openings into buildings; 10 feet (3,048 mm) above adjoining grade.
3. For all environmental air exhaust: 3 feet (914 mm) from property lines; 3 feet (914 mm) from operable openings, except where the exhaust opening is located not less than 1 foot (305 mm) above the gravity air intake opening into buildings for all occupancies other than Group U; and 10 feet (3,048 mm) from mechanical air intakes. Such exhaust shall not be considered hazardous or noxious. Separation is not required between intake air openings and living space exhaust air openings of an individual dwelling unit or sleeping unit where an approved factory-built intake/exhaust combination termination fitting is used to separate the air streams in accordance with the manufacturer’s instructions.
Exceptions:
1. Bathroom exhaust fans serving individual dwelling units or sleeping units in Group R occupancies may be 3 feet from property lines, operable openings, and mechanical air intakes.
2. Minimum clearances between the exhaust and intake openings of an HRV/ERV system shall be in accordance with the manufacturer’s installation instructions.
3. Exhaust outlets serving structures in flood hazard areas shall be installed at or above the elevation required by Section 1612 of the International Building Code for utilities and attendant equipment.
4. For specific systems, see the following sections:
4.1. Clothes dryer exhaust, Section 504.4.
4.2. Kitchen hoods and other kitchen exhaust equipment, Sections 506.3.13, 506.4, and 506.5.
4.3. Dust stock and refuse conveying systems, Section 511.2.
4.4. Subslab soil exhaust systems, Section 512.4.
4.5. Smoke control systems, Section 513.10.3.
4.6. Refrigerant discharge, Section 1105.7.
4.7. Machinery room discharge, Section 1105.6.1.
504.4 Exhaust installation. Dryer exhaust ducts for clothes dryers shall terminate on the outside of the building not less than 5 feet (1524 mm) from any intake opening and shall be equipped with a backdraft damper. Screens shall not be installed at the duct termination. Ducts shall not be connected or installed with sheet metal screws or other fasteners that will obstruct the exhaust flow. Clothes dryer exhaust ducts shall not be connected to a vent connector, vent, or chimney. Clothes dryer exhaust ducts shall not extend into or through ducts or plenums. Clothes dryer exhaust ducts shall be sealed in accordance with Section 603.9.
508.1.1 Makeup air temperature. The temperature of makeup air shall not be more than 10ºF (-12ºC) below the temperature of the air in the conditioned space.
Exceptions:
1. Makeup air that is part of the air-conditioning system.
2. Makeup air that does not decrease the comfort conditions of the occupied space.
511.2 Materials. Subslab soil exhaust system duct material shall be air duct material listed and labeled to the requirements of UL 181 for Class 0 air ducts, or any of the following piping materials that comply with the plumbing code as building sanitary drainage and vent pipe: cast iron; galvanized steel; copper or copper-alloy pipe and tube of a weight not less than Type DWV; and plastic piping.
512.5 Identification. Not adopted by the city.
602.3.3 Wiring. Combustible electrical wires and cables and optical fiber cables exposed within a plenum shall be listed and labeled as having a peak optical density not greater than 0.50, an average optical density not greater than 0.15, and a flame spread distance not greater than 5 feet (1,524 mm) when tested in accordance with NFPA 262 or shall be installed in metal raceways or metal sheathed cable. Combustible optical fiber and communication raceways exposed within a plenum shall be listed and labeled as having a peak optical density not greater than 0.5, an average optical density not greater than 0.15, and a flame spread distance not greater than 5 feet (1,524 mm) when tested in accordance with UL 2024. Only plenum-rated wires and cables shall be installed in plenum-rated raceways.
Exception: Alternate wiring systems located within a plenum serving an information technology equipment room are allowed per NFPA 70.
603.2 Duct sizing. Ducts installed within a single dwelling unit shall be sized in accordance with ACCA Manual D, the appliance manufacturer’s installation instructions, or other approved methods. Ducts installed within all other buildings may be sized in accordance with the ASHRAE Handbook of Fundamentals or other equivalent computation procedure.
603.6.1.1 Duct length. Flexible air ducts shall be limited to 14 feet (4.3 m) in length.
603.6.2 Flexible air connectors. Not adopted by city.
603.6.2.1 Connector length. Not adopted by city.
603.6.2.2 Connector penetration limitations. Not adopted by city.
603.6.3 Air temperature. The design temperature of air to be conveyed in flexible air ducts shall be less than 250ºF (121ºC).
603.6.4 Flexible air duct clearance. Flexible air ducts shall be installed with a minimum clearance to an appliance as specified in the appliance manufacturer’s installation instructions.
603.8.2 Sealing. Ducts shall be sealed, secured, and tested prior to concrete encasement or direct burial.
603.9 Joints, seams, and connections. All longitudinal and transverse joints, seams, and connections in metallic and nonmetallic ducts shall be constructed as specified in SMACNA HVAC Duct Construction Standards—Metal and Flexible and NAIMA Fibrous Glass Duct Construction Standards. All joints, longitudinal and transverse seams, and connections in ductwork outside the building thermal envelope, all return ducts located within 10 feet (3.05 m) of any appliance or all return ducts within a mechanical room, and all supply main trunk ducts and branch duct connections to the main trunk ducts shall be securely fastened and sealed with welds, gaskets, mastics (adhesives), mastic-plus-embedded-fabric systems, liquid sealants, or tapes. Tapes and mastics used to seal fibrous glass ductwork shall be listed and labeled in accordance with UL 181A and shall be marked “181 A-P” for pressure-sensitive tape, “181 A M” for mastic or “181 A-H” for heat-sensitive tape. Tapes and mastics used to seal metallic and flexible air ducts and flexible air connectors shall comply with UL 181B and shall be marked “181 B-FX” for pressure-sensitive tape or “181 B-M” for mastic. Duct connections to flanges of air distribution system equipment shall be sealed and mechanically fastened. Mechanical fasteners for use with flexible nonmetallic air ducts shall comply with UL 181B and shall be marked “181 B-C.” Closure systems used to seal all ductwork shall be installed in accordance with the manufacturer’s instructions.
Exception: For ducts having a static pressure classification of less than 2 inches of water column (500 Pa), additional closure systems shall not be required for continuously welded joints and seams and locking-type joints and seams. This exception shall not apply to snap-lock and button-lock type joints and seams located outside the conditioned spaces.
[F] 606.4.1 Supervision. The duct smoke detectors shall be connected to a fire alarm system where a fire alarm system is required by Section 907.2 of the International Fire Code. The actuation of a duct smoke detector shall activate a visible and audible supervisory signal at a constantly attended location. In facilities that are required to be monitored by a supervising station, duct smoke detectors shall report only as a supervisory signal, not as a fire alarm. Duct smoke detectors installed more than 10 feet (3.1 m) above a finished floor, above a ceiling, or on a rooftop shall be installed with remote test/indicators in an approved location below and in proximity to the unit served.
Exceptions:
1. The supervisory signal at a constantly attended location is not required where the duct smoke detector activates the building’s alarm-indicating appliances.
2. In occupancies not required to be equipped with a fire alarm system, actuation of a smoke detector shall activate a visible and audible signal in an approved location. Duct smoke detector trouble conditions shall activate a visible or audible signal in an approved location and shall be identified as air duct detector trouble.
[BF] 607.5.2 Fire barriers. Ducts and air transfer openings that penetrate fire barriers shall be protected with listed fire dampers installed in accordance with their listing. Ducts and air transfer openings shall not penetrate enclosures for interior exit stairways and ramps and exit passageways except as permitted by Sections 1023.5 and 1024.6, respectively, of the International Building Code.
Exception: Fire dampers are not required at penetrations of fire barriers where any of the following apply:
1. Penetrations are tested in accordance with ASTM E119 or UL 263 as part of the fire-resistance-rated assembly.
2. Ducts are used as part of an approved smoke control system in accordance with Section 513 and where the fire damper would interfere with the operation of the smoke control system.
3. Such walls are penetrated by fully ducted HVAC systems, have a required fire-resistance rating of 1 hour or less, are in areas of other than Group H and are in buildings equipped throughout with an automatic sprinkler system in accordance with Section 903.3.1.1 or 903.3.1.2 of the International Building Code. For the purposes of this exception, a fully ducted HVAC system shall be a duct system for the structure’s HVAC system. Such a duct system shall be constructed of sheet steel not less than 26 gage [0.0217 inch (0.55 mm)] thickness and shall be continuous from the air-handling appliance or equipment to the air outlet and inlet terminals. Flexible air ducts shall be permitted in a fully ducted system, limited to the following installations:
3.1 Nonmetallic flexible ducts that connect a duct to an air handling unit or equipment located within a mechanical room in accordance with Section 603.9.
3.2 Nonmetallic flexible air ducts in accordance with Section 603.6.1 that connect an overhead metal duct to a ceiling diffuser where the metal duct and ceiling diffuser are located within the same room.
[BF] 607.5.3 Fire partitions.
Ducts and air transfer openings that penetrate fire partitions shall be protected with listed fire dampers installed in accordance with their listing.
Exception: In occupancies other than Group H, fire dampers are not required where any of the following apply:
1. Corridor walls in buildings equipped throughout with an automatic sprinkler system in accordance with Section 903.3.1.1 or 903.3.1.2 of the International Building Code and the duct is protected as a through penetration in accordance with Section 714 of the International Building Code.
2. The partitions are tenant partitions in covered and open mall buildings where the walls are not required by provisions elsewhere in the International Building Code to extend to the underside of the floor or roof sheathing, slab, or deck above.
3. The duct system is constructed of approved materials in accordance with Section 603 and the duct penetrating the wall complies with all of the following requirements:
3.1. The duct shall not exceed 100 square inches (0.06 m2).
3.2. The duct shall be constructed of steel not less than 0.0217 inch (0.55 mm) in thickness.
3.3. The duct shall not have openings that communicate the corridor with adjacent spaces or rooms.
3.4. The duct shall be installed above a ceiling.
3.5. The duct shall not terminate at a wall register in the fire-resistance-rated wall.
3.6. A minimum 12-inch-long (305 mm) by 0.060-inch-thick (1.52 mm) steel sleeve shall be centered in each duct opening. The sleeve shall be secured to both sides of the wall and all four sides of the sleeve with minimum 1 1/2-inch by 1 1/2-inch by 0.060-inch (38 mm by 38 mm by 1.52 mm) steel retaining angles. The retaining angles shall be secured to the sleeve and the wall with No. 10 (M5) screws. The annular space between the steel sleeve and the wall opening shall be filled with rock (mineral) wool batting on all sides.
4. Such walls are penetrated by ducted HVAC systems, have a required fire-resistance rating of 1 hour or less, and are in areas of other than Group H and are in buildings equipped throughout with an automatic sprinkler system in accordance with Section 903.3.1.1 or 903.3.1.2 of the International Building Code. For the purposes of this exception, a ducted HVAC system shall be a duct system for conveying supply, return, or exhaust air as part of the structure’s HVAC system. Such a duct system shall be constructed of sheet steel not less than 26 gage in thickness and shall be continuous from the air-handling appliance or equipment to the air outlet and inlet terminals. Flexible air ducts shall be permitted in a fully ducted system, limited to the following installations:
4.1. Nonmetallic flexible connectors that connect a duct to an air handling unit or equipment located within a mechanical room in accordance with Section 603.9.
4.2. Nonmetallic flexible air ducts in accordance with 603.6.1 that connect an overhead metal duct to a ceiling diffuser where the metal duct and ceiling diffuser are located within the same room.
1109.2.5 Refrigerant pipe shafts. Refrigerant piping that penetrates two or more floor/ceiling assemblies shall be enclosed in a fire-resistance-rated shaft enclosure. The fire-resistance-rated shaft enclosure shall comply with Section 713 of the International Building Code.
Exceptions:
1. Refrigeration systems using R-718 refrigerant (water).
2. Piping in a direct refrigeration system where the refrigerant quantity does not exceed the limits of Table 1103.1 for the smallest occupied space through which the piping passes.
3. Piping located on the exterior of the building where vented to the outdoors.
1209.5 Insulation and thermal break required. Radiant floor heating systems shall be provided with insulation and a thermal break in accordance with Sections 1209.5.1 and 1209.5.2.
1209.5.1 Slab-on-grade installation. Radiant piping utilized in slab-on-grade applications shall be provided with insulating materials installed beneath the piping having a minimum R-value of 5.
1209.5.2 Suspended floor installation. In suspended floor applications, insulation shall be installed in the joist bay cavity serving the heating space above and shall consist of materials having a minimum R-value of 11.
Exception: Insulation shall not be required in engineered systems where it can be demonstrated that the insulation will decrease the efficiency or have a negative effect on the installation.
Section 3. That Section 150.032 of the Code of Ordinances of Sioux Falls, SD, is hereby amended to read:
§ 150.032 AMENDMENTS, ADDITIONS, AND DELETIONS TO THE INTERNATIONAL FUEL GAS CODE.
The following sections of the 2024 International Fuel Gas Code shall be amended, added, or deleted as follows. All other sections or subsections of the 2024 International Fuel Gas Code as published shall remain the same.
[A] 101.1 Title. These regulations shall be known as the fuel gas code of the city of Sioux Falls, hereinafter referred to as “this code.”
[A] 101.2 Scope. This code shall apply to the installation of fuel-gas piping systems, fuel gas appliances, gaseous hydrogen systems, and related accessories in accordance with Sections 101.2.1 through 101.2.5.
Exceptions:
1. Detached one- and two-family dwellings and town houses not more than three stories above grade plane in height with separate means of egress and their accessory structures not more than three stories above grade plane in height, shall comply with this code or the International Residential Code.
2. Fuel gas systems in existing buildings undergoing repair, alterations or additions, and change of occupancy shall be permitted to comply with the International Existing Building Code.
[A] 103.1 Creation of agency. The mechanical division is hereby created and the official in charge thereof shall be known as the code official. The function of the agency shall be the implementation, administration, and enforcement of the provisions of this code.
[A] 103.2 Appointment. Not adopted by the city.
[A] 104.8 Liability. The code official, member of the board of appeals, or employee charged with the enforcement of this code, while acting for the jurisdiction in good faith and without malice in the discharge of the duties required by this code or other pertinent law or ordinance, shall not thereby be rendered civilly or criminally liable personally, and is hereby relieved from all personal liability for any damage accruing to persons or property as a result of an act or by reason of an act or omission in the discharge of official duties.
This code shall not be construed to relieve or lessen the responsibility of any person owning, operating, or controlling any building or structure for any damages to persons or property caused by defects, nor shall the city, or its officers and employees, be held as assuming any such liability by reason of the inspections authorized by this code or any permits or certificates issued under this code.
[A] 104.8.1 Legal defense. Any suit or criminal complaint instituted against any officer or employee because of an act or omission performed by that officer or employee in the lawful discharge of duties and under the provisions of this code or other laws or ordinances implemented through the enforcement of this code shall be afforded all the protection provided by the city’s insurance pool and immunities and defenses provided by other applicable state and federal laws and be defended by the legal representatives of the jurisdiction until the final termination of the proceedings. The code official or any subordinate shall not be liable for costs in an action, suit, or proceeding that is instituted in pursuance of the provisions of this code.
[A] 105.5.5 Suspension or revocation of permit. The code official shall have the authority to suspend or revoke a permit issued under the provisions of this code wherever the permit is issued in error, is issued with an agreed upon document with stipulations or on the basis of incorrect, inaccurate or incomplete information, or in violation of any ordinance or regulation or any of the provisions of this code.
The building official is authorized to suspend or revoke a permit when an official court document has been issued.
[A] 108.2.1 Fee schedule. The fees for work shall be as indicated in Table No. 1-A, Mechanical Permit Fees in this code.
[A] 108.6 Refunds. The code official is authorized to establish a refund policy. The refunding of fees shall be as follows:
1. The full amount of any fee paid hereunder that was erroneously paid or collected.
2. Not more than 80 percent of the permit fee paid where work has not been done under a permit issued in accordance with this code.
3. Not more than 80 percent of the plan review fee paid where an application for a permit for which a plan review fee has been paid is withdrawn or canceled before any plan review effort has been expended.
The code official shall not authorize the refunding of any fee paid later than 180 days after the date of fee payment or when the fee is the minimum established fee as established in Tables 1-A, 1-B, and 1-C of Section 150.017 of the Code of Ordinances of Sioux Falls, SD.
[A] 111.2 Required inspections and testing. It shall be the duty of the licensed mechanical contractor, or his or her designated mechanic, doing the work authorized by a permit, or the homeowner holding the homeowner’s mechanical permit to notify the mechanical inspector that such work is ready for inspection. The building official may require that every request for inspection be filed at least one working day before such inspection is desired.
The code official, on notification from the permit holder or the permit holder’s agent, shall make the following inspections and other such inspections as necessary, and shall either release that portion of the construction or notify the permit holder or the permit holder’s agent of violations that are required to be corrected. The holder of the permit shall be responsible for scheduling such inspections.
1. Underground inspection shall be made after trenches or ditches are excavated and bedded, piping is installed, and before backfill is put in place. Where excavated soil contains rocks, broken concrete, frozen chunks, and other rubble that would damage or break the piping or cause corrosive action, clean backfill shall be on the job site.
2. Rough-in inspection shall be made after the roof, framing, fire blocking, and bracing are in place and all ducting and other components to be concealed are complete and prior to the installation of wall or ceiling membranes.
3. Final inspection shall be made upon completion of the mechanical system.
The requirements of this section shall not be considered to prohibit the operation of any heating appliance installed to replace an existing heating appliance serving an occupied portion of a structure provided that a request for inspection of such heating equipment or appliance has been filed with the department not more than 48 hours after replacement work is placed into operation or substantially completed, and before any portion of such equipment or appliance is concealed by any permanent portion of the structure.
[A] 112.1 General. There is hereby created a mechanical board of appeals and examiners to hear and decide appeals of orders, decisions, or determinations made by the building official relative to the application and interpretation of the International Mechanical Code, International Fuel Gas Code, including Part V—Mechanical and Part VI—Fuel Gas of the International Residential Code, to determine that the provisions of these codes do not fully apply, to determine if an equally or better construction is proposed as an alternative, to review all prospective changes to the mechanical and fuel gas codes and to submit recommendations to the responsible official and the city council, to review licensing and test application determinations and to examine applicants for licensing, and to investigate matters brought to the board. It shall consist of five members qualified by experience and training to pass upon matters pertaining to mechanical design, construction, and maintenance and the public health aspects of mechanical systems referenced in the International Mechanical Code and the International Fuel Gas Code. The building official or mechanical inspector shall be an ex officio member and shall act as secretary of the board but shall have no vote upon any matter before the board. Members shall be appointed by the mayor with the advice and consent of the council and shall hold office for a term of three years. The board shall adopt rules and procedures for conducting its business. All decisions and findings shall be provided in writing to the appellant with a duplicate copy provided to the building services division.
[A] 112.2 Limitation of authority. The mechanical board of appeals and examiners shall have no authority to waive requirements of this code or interpret the administration of this code.
[A] 113.3 Prosecution of violation. If the notice of violation is not complied with promptly, the code official shall request the legal counsel of the jurisdiction to deem the violation as a strict liability offense and institute the appropriate proceeding at law or in equity to restrain, correct, or abate such violation, or to require the removal or termination of the unlawful occupancy of the structure in violation of the provisions of this code or of the order or direction made pursuant thereto.
[A] 113.4 Violation penalties. Persons who shall violate a provision of this code, fail to comply with any of the requirements thereof, or erect, install, alter, or repair work in violation of the approved construction documents or directive of the code official, or of a permit or certificate issued under the provisions of this code, shall be guilty of an ordinance violation and be subject to administrative citations through the code enforcement process.
201.3 Terms defined in other codes. Where terms are not defined in this code and are defined in the International Building Code, International Residential Code, International Existing Building Code, NFPA 70, International Fire Code, International Mechanical Code, or the Uniform Plumbing Code, such terms shall have meanings ascribed to them as in those codes.
Section 202—General Definitions. Add the following definition:
STRICT LIABILITY OFFENSE. An offense in which the prosecution in a legal proceeding is not required to prove criminal intent as a part of its case. It is enough to prove that the defendant either did an act which was prohibited or failed to do an act which the defendant was legally required to do.
301.6 Plumbing connections. Potable water supply and building drainage system connections to appliances regulated by this code shall be in accordance with the plumbing code.
304.6 Outdoor combustion air. Outdoor combustion air shall be provided through opening(s) to the outdoors in accordance with Section 304.6.1, 304.6.2, or 304.6.3. The minimum dimension of air openings shall be not less than 3 inches (76 mm).
304.6.3 Alternate combustion air sizing (IFGC). As an alternate, the net free area of openings, ducts, or plenums supplying air to an area containing gas- and oil-burning appliances shall be in accordance with CSA B149.1:20, Natural Gas and Propane Installation Code, published by the Canadian Standards Association (CSA).
The combustion air duct is required to be upsized one diameter size when a dryer is installed in the same room as the combustion air.
305.1 General. Equipment and appliances shall be installed as required by the terms of their approval in accordance with the conditions of listing, the manufacturer’s instructions, and this code. Manufacturers’ installation instructions shall be available on the job site at the time of inspection. Where a code provision is less restrictive than the conditions of the listing of the equipment or appliance or the manufacturer’s installation instructions, the conditions of the listing and the manufacturer’s installation instructions shall apply.
After completion of the installation, all safety and operating controls and venting shall be tested before placing the burner in service in accordance with the manufacturer’s installation instructions. The following requirements need to be recorded and affixed to the inside of the gas train access panel:
1. The rate of flow of the gas or fuel shall be adjusted to within plus or minus 5 percent of the required Btu/hr rating at the manifold pressure specified by the manufacturer. When the prevailing pressure is less than the manifold pressure specified, the rates shall be adjusted at the prevailing pressure.
2. The gas inlet pressure per the manufacturer’s installation settings.
3. The temperature rise across the heat exchanger per the manufacturer’s installation settings.
4. The static pressure of the supply and return ducts per the manufacturer’s installation settings.
Unlisted appliances approved in accordance with Section 301.3 shall be limited to uses recommended by the manufacturer and shall be installed in accordance with the manufacturer’s instructions, the provisions of this code, and the requirements determined by the code official.
305.7 Clearances from grade. Equipment and appliances installed at grade level shall be supported on a level concrete slab or other approved material extending not less than 1 1/2 inches (38 mm) above adjoining grade or shall be suspended not less than 6 inches (152 mm) above adjoining grade. Such supports shall be installed in accordance with the manufacturer’s instructions.
[M] 306.2 Appliances in rooms. Rooms containing appliances shall be provided with a door and an unobstructed passageway to the service area of the appliance measuring not less than 36 inches (914 mm) wide and 80 inches (2,032 mm) high.
Exception: Within a dwelling unit, appliances installed in a compartment, alcove, basement, or similar space shall be provided with access by an opening or door and an unobstructed passageway measuring not less than 24 inches (610 mm) wide and large enough to allow removal of the largest appliance in the space, provided that a level service space of not less than 30 inches (762 mm) deep and the height of the appliance, but not less than 30 inches (762 mm), is present at the front or service side of the appliance with the door open.
[M] 306.5 Equipment and appliances on roofs or elevated structures. Where equipment requiring access or appliances are located on an elevated structure or the roof of a building such that personnel will have to climb higher than 16 feet (4,877 mm) above grade or to access such equipment or appliances, an interior or exterior means of access shall be provided. Such access shall not require climbing over obstructions greater than 30 inches (762 mm) in height or walking on roofs having a slope greater than 4 units vertical in 12 units horizontal (33 percent slope). Such access shall not require the use of portable ladders. Where access involves climbing over parapet walls, the height shall be measured to the top of the parapet wall.
Permanent ladders installed to provide the required access shall comply with the following minimum design criteria:
1. The side railing shall extend above the parapet, roof edge or landing platform not less than 42 inches (1,067 mm).
2. Ladders shall have rung spacing not less than 10 inches (254 mm) and not to exceed 14 inches (356 mm) on center. The upper-most rung shall be not more than 24 inches (610 mm) below the upper edge of the roof hatch, roof, or parapet, as applicable.
3. Ladders shall have a toe spacing not less than 7 inches (178 mm) and not more than 12 inches (305 mm) deep.
4. There shall be not less than 16 inches (406 mm) between rails.
5. Rungs shall have a diameter not less than 0.75 inch (19.1 mm) and be capable of withstanding a 300-pound (136 kg) load.
6. Ladders over 30 feet (9,144 mm) in height shall be provided with offset sections and landings capable of withstanding 100 pounds per square foot (488 kg/m2). Landing dimensions shall be not less than 18 inches (457 mm) and not less than the width of the ladder served. A guard rail shall be provided on all open sides of the landing.
7. Climbing clearance. The distance from the centerline of the rungs to the nearest permanent object on the climbing side of the ladder shall be not less than 30 inches (762 mm) measured perpendicular to the rungs. This distance shall be maintained from the point of ladder access to the bottom of the roof hatch. A minimum clear width of 15 inches (381 mm) shall be provided on both sides of the ladder measured from the midpoint of and parallel with the rungs, except where cages or wells are installed.
8. Landing required. The ladder shall be provided with a clear and unobstructed bottom landing area having a minimum dimension of 30 inches by 30 inches (762 mm by 762 mm) centered in front of the ladder.
9. Ladders shall be protected against corrosion by approved means.
10. Access to ladders shall be provided at all times.
11. Top landing required. The ladder shall be provided with a clear and unobstructed landing on the exit side of the roof hatch having a minimum space of 30 inches (762 mm) deep and be of the same width as the hatch.
12. Exterior access may be by means of a ladder which need not extend closer than 8 feet (2,438 mm) to finished grade.
13. When a new hatch is being used to access equipment or appliances on a roof or elevated structure, the handle or release must be on the same side of the roof hatch as the ladder or within 18 inches of the ladder.
Catwalks installed to provide the required access shall be not less than 24 inches (610 mm) wide and shall have railings as required for service platforms.
Exception: This section shall not apply to Group R-3 occupancies.
[M] 306.5.1 Sloped roofs. Where appliances, equipment, fans, or other components that require service are installed on a roof having a slope of greater than 3 units vertical in 12 units horizontal (25-percent slope) and having an edge more than 30 inches (762 mm) above grade at such edge, a level platform shall be provided on each side of the appliance or equipment to which access is required for service, repair, or maintenance. The platform shall be not less than 30 inches (762 mm) in any dimension and shall be provided with guards. The guards shall extend not less than 42 inches (1067 mm) above the platform, shall be constructed so as to prevent the passage of a 21-inch-diameter (533 mm) sphere, and shall comply with the loading requirements for guards specified in the International Building Code. Access shall not require walking on roofs having a slope greater than 4 units vertical in 12 units horizontal (33-percent slope). Where access involves obstructions greater than 30 inches (762 mm) in height, such obstructions shall be provided with ladders installed in accordance with Section 306.5 or stairways installed in accordance with the requirements specified in the International Building Code in the path of travel to and from appliances, fans, or equipment requiring service.
[M] 306.6 Guards. Guards shall be provided where various components that require service and roof hatch openings are located within 10 feet (3,048 mm) of a roof edge or open side of a walking surface and such edge or open side is located more than 30 inches (762 mm) above the floor, roof, or grade below. The guard shall extend not less than 30 inches (762 mm) beyond each end of components that require service and each end of the roof hatch parallel to the roof edge. The top of the guard shall be located not less than 42 inches (1,067 mm) above the elevated surface adjacent to the guard. The guard shall be constructed so as to prevent the passage of a 21 inch-diameter (533 mm) sphere and shall comply with the loading requirements for guards specified in the International Building Code.
404.2 CSST. CSST piping systems shall be installed in accordance with the terms of their approval, the conditions of listing, the manufacturer’s instructions and this code.
The piping located on the exterior extending from the gas meter to the inside of the structure shall be a metallic pipe in compliance with Section 403.3. The entrance into the structure shall be provided with the appropriate transition flange where an alternate gas piping material is utilized on the inside of the structure.
404.3 Prohibited locations. Piping shall not be installed in or through a ducted supply, return or exhaust, or a clothes chute, chimney or gas vent, dumbwaiter, or elevator shaft.
404.6 Piping through foundation walls. Underground piping, where installed through the outer foundation or basement wall of a building, shall be encased in a protective sleeve or protected by an approved device or method. The space between the gas piping and the sleeve and between the sleeve and the wall shall be sealed to prevent the entry of gas and water.
404.12 Minimum burial depth. Underground piping systems shall be installed a minimum depth of 12 inches (305 mm) below grade. The minimum depth shall be increased to 18 inches (457 mm) if external damage to the piping or tubing from external forces is likely to result. Where a minimum of 12 inches of depth cannot be provided, the pipe shall be installed in conduit or bridged (shielded).
409.1.2 Prohibited locations. Shutoff valves shall be prohibited in concealed locations, furnace plenums, and accessible spaces between a fixed ceiling and a dropped ceiling, unless serving a gas appliance installed in that space.
Date adopted: 09/15/26 .
Christine Erickson, Mayor
ATTEST:
Jermery J. Washington, City Clerk
Published once on Sept. 18, 2026, at the approximate cost of $781.49, and may be viewed free of charge at www.sdpublicnotices.com or TheDakotaScout.com.

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PUBLISH: Sept. 18, 2026


ORDINANCE NO. 76-26
AN ORDINANCE OF THE CITY OF SIOUX FALLS, SD, AMENDING THE CODE OF ORDINANCES OF THE CITY BY ADOPTING THE 2024 INTERNATIONAL EXISTING BUILDING CODE AND AMENDMENTS THERETO.
BE IT ORDAINED BY THE CITY OF SIOUX FALLS, SD:
Section 1. That Section 150.060 of the Code of Ordinances of Sioux Falls, SD, is hereby amended to read:
§ 150.060 ADOPTED.
(a) The International Existing Building Code, 2024 edition, including Resource A, Guidelines on Fire Ratings of Archaic Materials and Assemblies, as published by the International Code Council Inc., and amendments and additions thereto as provided in this article, are hereby adopted as the existing building code by the city for regulating and governing the repair, alteration, change of occupancy, addition, and relocation of existing buildings, including historic buildings, as herein provided and provides for the issuance of permits and the collection of fees therefor.
(b) The adoption of the International Existing Building Code, 2024 edition, will become effective July 1, 2026. The minimum building standards in the 2024 edition of the International Existing Building Code and amendments thereto shall be applied to any building permit issued after June 30, 2026.
(c) The city shall publish this ordinance, without attachments, after its passage. The attachments are on file and available for inspection at the office of the city clerk.
Section 2. That Section 150.061 of the Code of Ordinances of Sioux Falls, SD, is hereby amended to read:
§ 150.061 AMENDMENTS, ADDITIONS, AND DELETIONS TO THE 2024 INTERNATIONAL EXISTING BUILDING CODE.
The following sections and subsections of the existing building code adopted in this subchapter shall be amended, added, or deleted as follows. All other sections or subsections of the 2024 International Existing Building Code shall remain the same.
[A] 101.1 Title. These regulations shall be known as the existing building code of the city of Sioux Falls, hereinafter referred to as “this code.”
[A] 103.1 Creation of enforcement agency. Building services is hereby created, and the official in charge thereof shall be known as the code official. The function of the agency shall be the implementation, administration, and enforcement of the provisions of this code.
[A] 103.2 Appointment. Not adopted by the city.
[A] 104.8 Liability. The code official, member of the board of appeals, officer or employee charged with the enforcement of this code, while acting for the jurisdiction in good faith and without malice in the discharge of the duties required by this code or other pertinent law or ordinance, shall not thereby be rendered personally liable, either civilly or criminally, and is hereby relieved from personal liability for any damage accruing to persons or property as a result of any act or by reason of an act or omission in the discharge of official duties.
This code shall not be construed to relieve from or lessen the responsibility of any person owning, operating, or controlling any building or structure for any damages to persons or property caused by defects, nor shall the code enforcement agency or the city be held as assuming any such liability by reason of the inspection authorized by this code or any permits or certificates issued under this code.
[A] 104.8.1 Legal defense. Any suit or criminal complaint instituted against an officer or employee because of an act performed by that officer or employee in the lawful discharge of duties and under the provisions of this code shall be afforded all the protection provided by the city’s insurance pool and immunities and defenses provided by other applicable state and federal laws and shall be defended by legal representatives of the jurisdiction until the final termination of the proceedings. The code official or any subordinate shall not be liable for cost in any action, suit, or proceeding that is instituted in pursuance of the provisions of this code.
[A] 104.11 Alternative materials, design and methods of construction, and equipment. The provisions of this 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 shall be approved where the code official 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, not less than the equivalent of that prescribed in this code in quality, strength, effectiveness, fire resistance, durability and safety.
[A] 105.1 Required. Any owner or owner’s authorized agent who intends to repair, add to, alter, relocate, demolish, or change the occupancy of a building or to repair, install, add, alter, remove, convert, or replace any electrical, gas, mechanical, or plumbing system, the installation of which is regulated by this code, or to cause any such work to be performed, shall first make application to the code official and obtain the required permit. The code official may exempt permits for minor work.
[A] 105.1.1 Annual permit. Not adopted by the city.
[A] 105.1.2 Annual permit records. Not adopted by the city.
[A] 105.6 Suspension or revocation. The code official shall have the authority to suspend or revoke a permit issued under the provisions of this code wherever the permit is issued in error, is issued with an agreed upon document with stipulations or on the basis of incorrect, inaccurate or incomplete information, or in violation of any ordinance or regulation or any of the provisions of this code.
The building official is authorized to suspend or revoke a permit when an official court document has been issued.
108.7 Delinquent accounts. The city may refuse to issue permits or conduct inspections for any person or business whose account is delinquent.
[A] 109.3.1 Footing or foundation inspection. Footing and foundation inspections shall be made after excavations for footings are complete and any required reinforcing steel is in place. If an inspection is required for concrete foundations, any required forms shall be in place prior to inspection. Materials for the foundation shall be on the job, except where concrete is ready-mixed in accordance with ASTM C 94, the concrete need not be on the job.
[A] 109.3.3 Lowest floor elevation. For additions and substantial improvements to existing buildings in flood hazard areas, on placement of the lowest floor, including basement, and prior to further vertical construction, the elevation documentation required in City of Sioux Falls Code of Ordinance Chapter 156, Floodplain Management, as applicable, shall be submitted to the code official.
[A] 109.3.10 Flood hazard documentation. Where a building is located in a flood hazard area, documentation of the elevation of the lowest floor or the elevation of dry floodproofing, if applicable, as required in City if Sioux Falls Code of Ordinance Chapter 156, Floodplain Management, as applicable, shall be submitted to the code official prior to the final inspection.
[A] 110.2 Certificate issued. After the code official inspects the structure and does not find violations of the provisions of this code or other laws that are enforced by the department, the code official shall issue a certificate of occupancy that shall contain the following:
1. The building permit number.
2. The address of the structure.
3. A statement that the described portion of the structure has been inspected for compliance with the requirements of this code for the occupancy and division of occupancy and the use for which the proposed occupancy is classified.
4. The name of the code official.
5. The edition of the code under which the permit was issued.
6. The use and occupancy in accordance with the provisions of the International Building Code.
7. The type of construction as defined in the International Building Code.
8. The design occupant load in assembly occupancies only.
9. Where an automatic sprinkler system is provided, and whether an automatic sprinkler system is required.
10. Any special stipulations and conditions of the building permit.
[A] 112.1 General. In order to hear and decide appeals of orders, decisions, or determinations made by the building and fire code officials relative to the application and interpretation of this code and the fire code, to review all prospective changes to the respective codes and to submit recommendations to the responsible official and the city council, to approve permits for house moves, and to examine applicants for licensing and to investigate matters brought to the board, there shall be and is hereby created a board of appeals. Members shall be appointed by the mayor with the advice and consent of the city council and shall hold office at its pleasure. The board shall adopt rules of procedure for conducting its business and shall render all decisions and findings in writing to the appellant with a duplicate copy to the code official.
[A] 113.3 Prosecution of violation. If the notice of violation is not complied with promptly, the code official is authorized to request the legal counsel of the jurisdiction to deem the violation as a strict liability offense and institute the appropriate proceeding at law or in equity to restrain, correct, or abate such violation or to require the removal or termination of the unlawful occupancy of the building or structure in violation of the provisions of this code or of the order or direction made pursuant thereto.
Section 202—General Definitions. Add the following definition:
STRICT LIABILITY OFFENSE. An offense, in which the prosecution in a legal proceeding, is not required to prove criminal intent as a part of its case. It is enough to prove that the defendant either did an act which was prohibited, or failed to do an act which the defendant was legally required to do.
302.2 Additional codes. Alterations, repairs, additions and changes of occupancy to, or relocation of, existing buildings and structures shall comply with the provisions for alterations, repairs, additions and changes of occupancy, or relocation, respectively, in this code and the International Energy Conservation Code, International Fire Code, International Fuel Gas Code, International Mechanical Code, Uniform Plumbing Code, International Property Maintenance Code, International Residential Code, and NFPA 70. Where provisions of the other codes conflict with provisions of this code, the provisions of this code shall take precedence.
Section 303 Storm shelters. Not adopted by the city.
406.1 Material. Existing electrical wiring and equipment undergoing repair shall be allowed to be repaired or replaced with like material. Minor additions, alterations, and repairs to existing electrical systems or equipment may be installed in accordance with the law in effect at the time the original installation was made, when approved by the electrical inspector.
406.1.3 New electrical service entrances in existing single-family and multiple-family dwellings. When adding a new service entrance with increased amperage, the existing electrical system shall, at a minimum, comply with the following:
(1) Kitchens. Each kitchen shall have a minimum of one 20-ampere circuit serving a countertop receptacle and a grounded receptacle serving a refrigerator.
(2) Overcurrent device location. Each occupant shall have access to his or her branch circuit overcurrent devices without going outdoors or through another occupancy.
(3) Habitable areas. All habitable areas, other than closets, kitchens, basements, garages, hallways, laundry areas, utility areas, storage areas, and bathrooms, shall have a minimum of two duplex receptacle outlets, or one duplex receptacle outlet and one ceiling or wall-type lighting outlet.
(4) Minimum lighting outlets. At least one lighting fixture shall be provided in every habitable room, bathroom, hallway, stairway, attached garage, and detached garage with electrical power, in utility rooms and basements where such spaces are used for storage or contain equipment requiring service, and to illuminate outdoor entrances and exits. A switched receptacle is allowed in lieu of a lighting fixture in habitable rooms only.
(5) Ground fault circuit interrupters. Ground fault circuit interrupter protection shall be provided for all receptacles in bathrooms, above kitchen counters, attached and detached garages provided with power, at readily accessible receptacles within 6 feet of sinks, basements, and at outdoor locations. The exceptions of the National Electrical Code 210.8(A) 3 and 5 shall apply.
(6) Laundries. Each laundry shall be provided with at least one separate 20-ampere circuit.
(7) Heat sources. The primary heat source shall be provided with a separate circuit.
(8) Exposed wiring methods. All exposed wiring methods shall be installed in accordance with the applicable National Electrical Code article.
(9) Bathrooms. Each bathroom shall have one receptacle outlet located within 3 feet of the basin. Any bathroom receptacle outlet shall have ground fault circuit interrupter protection.
(10) Emergency disconnect. An emergency disconnect shall be provided as required in Section 230.85 of the National Electric Code for one- and two-family dwelling units and townhomes.
406.1.4 Health care facilities. Portions of electrical systems being repaired in Group I-2, ambulatory care facilities and outpatient clinics, shall comply with NFPA 99 requirements for repairs and Article 517 of NFPA 70.
408.1 Materials. Plumbing materials and supplies shall not be used for repairs that are prohibited in the Uniform Plumbing Code.
702.7 Materials and methods. New work shall comply with the materials and methods requirements in the International Building Code, International Residential Code, International Mechanical Code, NFPA 70, and the Uniform Plumbing Code, as applicable, that specify material standards, detail of installation and connection, joints, penetrations, and continuity of any element, component, or system in the building.
804.5.1.2.1 Fire escape access and details. Fire escapes shall comply with all of the following requirements:
1. Occupants shall have unobstructed access to the fire escape without having to pass through a room subject to locking.
2. Access to a new fire escape shall be through a door, except that windows shall be permitted to provide access from single dwelling units or sleeping units in Group R-1, R-2, and I-1 occupancies or to provide access from spaces having a maximum occupant load of 10 in other occupancy classifications.
2.1. The window shall have a minimum net clear opening of 5 square feet (0.46 m2).
2.2. The minimum net clear opening height shall be 24 inches (610 mm) and net clear opening width shall be 20 inches (508 mm).
2.3. The bottom of the clear opening shall not be greater than 48 inches (1,219 mm) above the floor.
2.4. The operation of the window shall comply with the operational constraints of the International Building Code.
3. Newly constructed fire escapes shall be permitted only where exterior stairways cannot be utilized because of lot lines limiting the stairway size or because of the sidewalks, alleys, or roads at grade level.
4. Openings within 10 feet (3,048 mm) of fire escape stairways shall be protected by fire assemblies having minimum 3/4-hour fire resistance ratings.
Exception: Opening protection shall not be required in buildings equipped throughout with an approved automatic sprinkler system.
5. In all buildings of Group E occupancy, up to and including the 12th grade, buildings of Group I occupancy, rooming houses, and child care centers, ladders of any type are prohibited on fire escapes used as a required means of egress.
1009.1 Increased demand. Where the occupancy of an existing building or part of an existing building is changed such that the new occupancy is subject to increased or different plumbing fixture requirements or to increased water supply requirements in accordance with the Uniform Plumbing Code, the new occupancy shall comply with the intent of the respective Uniform Plumbing Code provisions.
Exception: Only where the occupant load of the story is increased by more than 20 percent, plumbing fixtures for the story shall be provided in quantities specified in the International Building Code based on the increased occupant load.
1009.2 Food-handling occupancies. If the new occupancy is a food-handling establishment, all existing sanitary waste lines above the food or drink preparation or storage areas shall be panned or otherwise protected to prevent leaking pipes or condensation on pipes from contaminating food or drink. New drainage lines shall not be installed above such areas and shall be protected in accordance with the Uniform Plumbing Code.
1009.3 Interceptor required. If the new occupancy will produce grease or oil-laden wastes, interceptors shall be provided as required in the Uniform Plumbing Code.
1009.5 Group I-2. If the occupancy group is changed to Group I-2, the plumbing system shall comply with the applicable requirements of the Uniform Plumbing Code.
TABLE 1011.5
Means of Egress Hazard Categories
Relative Hazard Occupancy Classifications
1 (Highest Hazard) H; I-2; I-3; I-4
2 I-1; R-1; R-2; R-4, Condition 2
3 A; E; M; R-4, Condition 1
4 B; F-1; R-3; S-1
5 (Lowest Hazard) F-2; S-2; U
1011.5.6 Existing emergency escape and rescue openings. Where a change of occupancy would require an emergency escape and rescue opening in accordance with Section 1031 of the International Building Code, operable windows serving as the emergency escape and rescue opening shall comply with the following:
1. An existing operable window shall provide a minimum net clear opening of 4 square feet (0.38 m2) with a minimum net clear opening height of 22 inches (559 mm) and a minimum net clear opening width of 20 inches (508 mm), provided the operable window has a sill height of not more than 48 inches (1,219 mm) above the floor.
2. A replacement window where such window complies with both of the following:
2.1. The replacement window meets the size requirements in Item 1.
2.2. The replacement window is the manufacturer’s largest standard size window that will fit within the existing frame or existing rough opening. The replacement window shall be permitted to be of the same operating style as the existing window or a style that provides for an equal or greater window opening area than the existing window.
TABLE 1011.6
Heights and Areas Hazard Categories
Relative Hazard Occupancy Classifications
1 (Highest Hazard) H; I-2; I-3; I-4
2 A-1; A-2; A-3; A-4; I-1; R-1; R-2; R-4, Condition 2
3 E; F-1; S-1; M
4 (Lowest Hazard) B; F-2; S-2; A-5; R-3; R-4, Condition 1; U
1302.1.6 Plumbing fixtures. Plumbing fixtures shall be provided in accordance with Section 1009 for a change of occupancy and Section 808 for alterations. Plumbing fixtures for additions shall be in accordance with the International Building Code.
1401.2 Conformance. The building shall be safe for human occupancy as determined by the International Fire Code and the International Property Maintenance Code. Any repair, alteration, or change of occupancy undertaken within the moved structure shall comply with the requirements of this code applicable to the work being performed. Any field-fabricated elements shall comply with the requirements of the International Building Code or the International Residential Code as applicable.
Exceptions:
1. Manufactured homes used as a dwelling and located in a licensed manufactured home park.
2. Structures used as a temporary office or shelter on a construction or development site when approved by the building official.
3. Structures used as a temporary business office for a period as specified in Section [A] 108.1 of the International Building Code when approved by the building official and provided it meets the applicable accessibility requirements of this code.
4. Manufactured homes used as a sales office at a location where such homes are offered for sale, provided it meets the applicable accessibility requirements of this code.
1401.3 Definitions. For the purpose of this section, the following words and phrases mean:
1. Building mover. Any person, firm, partnership, corporation, or association who engages in the business or work of moving a building across public property within the city.
2. Building moving. The moving of any house, building, structure, or any part or parts thereof, except structures or parts of structures less than 12 feet wide and 13.5 feet high when loaded, from one location to another when moving requires traveling upon, across, along, or over any street, avenue, highway, thoroughfare, alley, sidewalk, or other public ground in the city. This term does not apply to manufactured or modular structures or assemblies that do not exceed 15 feet in height and 16.6 feet in width including all nonstructural appendages, or a length of 80.6 feet including all nonstructural appendages.
3. Agency. The planning and building services department, police department, city forester, city light and power, and city engineering department.
1401.4 License required. No person except a building mover licensed by the city shall move any building, house, or structure, or part thereof, across, along, or over any public property.
1401.5 License application. Any person desiring to engage in the business of building moving must file an application for the building mover’s license in the city engineering department.
1401.6 Bonding. The applicant for a building mover’s license shall file with the application a bond running to the city in the penal sum of $10,000.00 with sufficient sureties and conditioned that the license will comply with all city requirements to the satisfaction of the city engineering department and shall encompass repairs due to any damage to any sidewalk, crosswalk, hydrant, street, alley, or other property done or caused by himself, his servants, or employees in connection with moving any building.
The bond will guarantee payment for damages to property and payment to the city for services provided by the city. The license will indemnify and save harmless the city against any and all liability for damages, costs, or expenses arising out of any negligence on his or her part or on the part of his or her servants or employees in connection with the moving of any building or the use of any public street or ground for that purpose.
1401.7 Revocation. A building mover’s license may be revoked at any time if the mover violates the provisions of this chapter or rules established by the agency, or conducts his or her business in a careless or reckless manner, or refuses to make prompt payment of any sums due the city from him or her under any of the provisions of this chapter, or whose bond or insurance as required herein has been canceled or otherwise terminated.
1401.8 Transferability. No license or permit issued pursuant to this chapter shall be transferable.
1401.9 Permits required. No person shall engage in building moving unless and until he or she has obtained a building moving permit, which will not be issued to anyone except a person licensed as the building mover. Such permit shall be obtained not less than seven days prior to the move.
1401.10 Prerequisites to a permit. No permit to move a building shall be issued as hereunder provided until the following conditions have been satisfied:
1. A permit for capping the sanitary sewer service and/or water service shall be obtained pursuant to Section 50.020: Permit To Raze or Remove Building Required and Section 50.021: Disconnection, of the Code of Ordinances of Sioux Falls, SD.
2. A building permit is required to place a one- or two-family dwelling in a residential zoning district on the property described on the application if located in the city. Before a city building permit can be issued for a one- or two-family dwelling to be moved in a residential zoning district, the applicant shall post the property. A hearing before the building board of appeals will be required prior to the issuance of the building permit upon request from the public. A hearing will be initiated and scheduled at the request of the public within the time period of posting the signs per Item 1 below. The request shall be in writing on forms provided by building services.
Before any action can be taken by the board, the applicant shall:
1. Post the property where the dwelling is to be moved for a continuous period of not less than five working days with signs furnished by the building official. At least two signs shall be posted. The applicant shall submit a written oath that the signs were properly posted.
2. Submit one certified copy of the restrictions and covenants of the property where the dwelling is proposed to be moved. Those portions applicable to the dwelling shall be highlighted. If the property contains no restrictions or covenants, a statement to that fact shall be submitted.
3. Submit a proposed site plan containing the legal description where the dwelling is proposed to be moved.
4. Submit the inspection report from the building inspector.
5. Submit original clear photographs of the front, rear, and side elevations of the dwelling to be moved.
3. Any person filing an application for a moving permit shall file with the city engineer a liability insurance policy issued by the insurance company authorized to do business in this state and approved as to form by the city attorney in the following amounts: $250,000.00 per person, $500,000.00 per accident, $500,000.00 property damage.
4. When required by the building official, satisfactory evidence from a licensed pest control company that all nuisance pests have been exterminated from the structure.
5. Approval of the route and time of move by the city police, city light and power, city traffic engineer, and city forester.
6. Approval from planning and building services concerning the moving of any building or structure in the historic district.
1401.11 Permit application. The application shall contain the date or dates of the moving of the building, house, or structure; a detailed statement setting forth the proposed route to be followed; the name of the person in charge of the move; the location of the premises to which the structure or building is to be moved; and an agreement that the applicant will immediately report any damage done by the moving operation to any public property and will indemnify and hold the city harmless from any claims or damages for injuries to persons or property resulting from the moving of the building or structure.
1401.12 Fees.
1. The fee for a permit for a house shall be $75.00.
2. The fee for a permit for all other structures shall be $50.00.
3. The following fees shall be paid for services provided by city departments:
3.1. Street department/traffic device service worker or vehicle:
3.1.1. $20.00 per hour for each traffic service worker.
3.1.2. $15.00 per hour for each pickup.
3.1.3. $15.00 per hour for a one-half-ton utility pickup.
3.1.4. $25.00 per hour for each aerial.
3.2. Police department/police officer and vehicle:
3.2.1. $50.00 per hour for each police officer.
3.2.2. $75.00 per overtime hour for each police officer.
3.3. Light department/line worker and vehicle:
3.3.1. $30.00 per hour for each line worker.
3.3.2. $25.00 per hour for truck and tool.
Expenses shall be calculated from the date and hour the move will commence until the move is actually completed. Overtime expense will be computed at one and one-half times the hourly rate.
1401.13 Denial. If the applicant fails to agree or comply with the conditions as set forth herein or if in the judgment of the building official the building or structure is in such a state of disrepair that it would not be safe to move the building, or if in the judgment of the traffic engineer or the city forester the proposed move would result in an undue hazard to public traffic or undue damage to streets, sidewalks, trees, or other public property, the permit will be denied and reasons therefor endorsed upon the application.
1401.14 Restrictions on moving through streets. All moving of the building once started shall continue until completed, and no building shall be parked along the route unless deemed an emergency and approved by the traffic engineer. The traffic engineer may require police escorts, temporary removal of traffic devices, or may restrict or specify the day and hours during which the moving operation must be accomplished.
1401.15 Posting. Two moving placards must be posted on a visible location on opposite ends of the building being moved during the entire move, and the person moving the building must carry a signed duplicate of the permit.
1401.16 Escorts. Movers shall provide a front and rear escort for all movements.
1401.17 Flags. Red and orange flags, 12 inches by 12 inches, must be fastened to the rear corners of the moving structure.
1401.18 Notice to public service companies, cable TV operations, and the city of Sioux Falls. Before moving any building, the building mover shall notify Metro Communications (911) immediately prior to entering public property. The mover shall make arrangements with the police department and traffic engineers seven days prior to the move if a police escort is required. The mover shall also give seven days’ notice to all city departments, public service operations, and cable TV operators whose wires, traffic control devices, or other appliances which affect the moving of such building of the time when the move is to take place and request and arrange for the passage of such building. Such building mover shall pay to the city and said corporation and operators the reasonable cost and expense of the work required to be done.
1401.19 Tampering with private property. The mover during all moves shall obey all laws pertaining to tampering with private property and vehicles on the street. Tampering with any wires or facilities belonging to private or public service companies is prohibited.
1401.20 Reporting damage. The building mover shall immediately report any damage done by the moving operation to any street, sidewalk, curb, utility equipment, tree sign, or other public or private property to the city engineer.
[BG] 1503.1 Facilities required. Sanitary facilities shall be provided during construction or demolition activities in accordance with the Uniform Plumbing Code.
Date adopted: 09/15/26 .
Christine Erickson, Mayor
ATTEST:
Jermery J. Washington, City Clerk
Published once on Sept. 18, 2026, at the approximate cost of $364.50, and may be viewed free of charge at www.sdpublicnotices.com or TheDakotaScout.com.

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PUBLISH: Sept. 18, 2026


ORDINANCE NO. 77-26
AN ORDINANCE OF THE CITY OF SIOUX FALLS, SD, AMENDING THE CODE OF ORDINANCES OF THE CITY BY ADOPTING THE 2024 INTERNATIONAL BUILDING CODE AND THE 2024 INTERNATIONAL MECHANICAL CODE AND AMENDMENTS THERETO.
BE IT ORDAINED BY THE CITY OF SIOUX FALLS, SD:
Section 1. That Section 150.015 of the Code of Ordinances of Sioux Falls, SD, is hereby amended to read:
§ 150.015 ADOPTED.
(a) The International Building Code, 2024 edition, including Appendix C, Appendix I, Appendix O, and Appendix P as published by the International Code Council Inc., and amendments and additions thereto as provided in this article are hereby adopted as the building code by the city for regulating the erection, construction, enlargement, alteration, repair, moving, removal, demolition, conversion, occupancy, equipment, use, height, area, and maintenance of all buildings and structures in the city providing for the issuance of permits and collection of fees therefor.
(b) The adoption of the International Building Code, 2024 edition, will become effective July 1, 2026. The minimum building standards in the 2024 edition of the International Building Code and amendments thereto shall be applied to any building permit issued after June 30, 2026.
(c) The city shall publish this ordinance, without attachments, after its passage. The attachments are on file and available for inspection at the office of the city clerk.
Section 2. That Section 150.016 of the Code of Ordinances of Sioux Falls, SD, is hereby amended to read:
§ 150.016 CONFLICTS.
In the event of any conflict between the provisions of the code adopted by this subchapter and applicable provisions of this Code of Ordinances, state law or city ordinance, rule or regulation, the provisions of this Code of Ordinances, state law or city ordinance, rule or regulation shall prevail and be controlling.
Section 3. That Section 150.017 of the Code of Ordinances of Sioux Falls, SD, is hereby amended to read:
§ 150.017 AMENDMENTS, ADDITIONS, AND DELETIONS TO THE 2024 INTERNATIONAL BUILDING CODE.
The following sections and subsections of the 2024 International Building Code adopted in this subchapter shall be amended, added, or not adopted by the city as follows. All other sections or subsections of the 2024 International Building Code as published shall remain the same.
[A] 101.1 Title. These regulations shall be known as the building code of the city of Sioux Falls, hereinafter referred to as “this code.”
[A] 101.4.1 Gas. The provisions of the International Fuel Gas Code or the plumbing code shall apply to the installation of gas piping from the point of delivery, gas appliances and related accessories as covered in this code. These requirements apply to gas piping systems extending from the point of delivery to the inlet connections of appliances and the installation and operation of residential and commercial gas appliances and related accessories.
[A] 101.4.3 Plumbing. The provisions of the plumbing code shall apply to the installation, alteration, repair, and replacement of plumbing systems, including equipment, appliances, fixtures, fittings, and appurtenances, and where connected to a water or sewage system and all aspects of a medical gas system.
101.4.8 Electrical. The provisions of the NFPA 70 shall apply to the installation of electrical systems, including alterations, repairs, replacement, equipment, appliances, fixtures, fittings, and appurtenances thereto.
[A] 103.1 Creation of enforcement agency. Building services is hereby created and the official in charge thereof shall be known as the building official. The function of the agency shall be the implementation, administration, and enforcement of the provisions of this code.
[A] 103.2 Appointment. Not adopted by the city.
[A] 104.2.4.1 Flood hazard areas. The floodplain administrator shall not grant modifications to any provision required in flood hazard areas as established by Chapter 156: Floodplain Management, unless a determination has been made that:
1. A showing of good and sufficient cause that the unique characteristics of the size, configuration or topography of the site render the elevation standards of Chapter 156; Floodplain Management, inappropriate.
2. A determination that failure to grant the variance would result in exceptional hardship by rendering the lot undevelopable.
3. A determination that the granting of a variance will not result in increased flood heights, additional threats to public safety or extraordinary public expense, cause fraud on or victimization of the public, or conflict with existing laws or ordinances.
4. A determination that the variance is the minimum necessary to afford relief, considering the flood hazard.
5. Submission to the applicant of written notice specifying the difference between the design flood elevation and the elevation to which the building is to be built, stating that the cost of flood insurance will be commensurate with the increased risk resulting from the reduced floor elevation, and stating that construction below the design flood elevation increases risks to life and property.
[A] 104.8 Liability. The building official, member of the board of appeals or employee charged with the enforcement of this code, while acting for the jurisdiction in good faith and without malice in the discharge of the duties required by this code or other pertinent law or ordinance, shall not thereby be civilly or criminally rendered liable personally and is hereby relieved from personal liability for any damage accruing to persons or property as a result of any act or by reason of an act or omission in the discharge of official duties.
This code shall not be construed to relieve or lessen the responsibility of any person owning, operating, or controlling any building or structure for any damages to persons or property caused by defects, nor shall the city, or its officers and employees, be held as assuming any such liability by reason of the inspections authorized by this code or any permits or certificates issued under this code.
[A] 104.8.1 Legal defense. Any suit or criminal complaint instituted against an officer or employee because of an act performed by that officer or employee in the lawful discharge of duties and under the provisions of this code or other laws or ordinances implemented through the enforcement of this code shall be afforded all the protection provided by the city’s insurance pool and any immunities and defenses provided by other applicable state and federal law and defended by legal representatives of the jurisdiction until the final termination of the proceedings. The building official or any subordinate shall not be liable for cost in any action, suit, or proceeding that is instituted in pursuance of the provisions of this code.
[A] 105.1 Required. 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 electrical, gas, mechanical, or plumbing system, the installation of which is regulated by this code, or to cause any such work to be performed, shall first make application to the building official and obtain the required permit. The building official may exempt permits for minor work.
[A] 105.2 Work exempt from permit. Exemptions 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:
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 (18.6 m2). A placement permit is required by the zoning division.
2. Fences, other than swimming pool barriers, not over 7 feet (2,134 mm) high. A fence permit is required by the zoning division.
3. Oil derricks.
4. Retaining walls that are not over 4 feet (1,219 mm) in height measured from the bottom grade elevation 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. A driveway permit is required by the zoning division. A sidewalk permit is required by the engineering division.
7. Painting, papering, tiling, carpeting, cabinets, countertops, 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.
10. Shade cloth structures constructed for nursery or agricultural purposes, not including service systems.
11. Swings and other playground equipment accessory to detached one- and two-family dwellings.
12. Window awnings in Group R-3 and U occupancies, supported by an exterior wall that do not project more than 54 inches (1,372 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 (1,753 mm) in height.
Electrical:
1. Repairs and maintenance: Minor repair work, including the replacement of lamps or the connection of approved portable electrical equipment to approved permanently installed receptacles.
2. Radio and television transmitting stations: The provisions of this code shall not apply to electrical equipment used for radio and television transmissions, but do apply to equipment and wiring for a power supply and the installations of towers and antennas.
3. Temporary testing systems: A permit shall not be required for the installation of any temporary system required for the testing or servicing of electrical equipment or apparatus.
Gas:
1. Portable heating appliance.
2. Replacement of any minor part that does not alter approval of equipment or make such equipment unsafe.
Mechanical:
1. Portable heating appliance.
2. Portable ventilation equipment.
3. Portable cooling unit.
4. Steam, hot, or chilled water piping within any heating or cooling equipment regulated by this code.
5. Replacement of any part that does not alter its approval or make it unsafe.
6. Portable evaporative cooler.
7. Self-contained refrigeration system containing 10 pounds (4.54 kg) or less of refrigerant and actuated by motors of 1 horsepower (0.75 kW) or less.
Plumbing:
1. The stopping of leaks in drains, water, soil, waste or vent pipe, provided, however, that if any concealed trap, drain pipe, water, soil, waste or vent pipe becomes defective and it becomes necessary to remove and replace the same with new material, such work shall be considered as new work and a permit shall be obtained and inspection made as provided in this code.
2. The clearing of stoppages or the repairing of leaks in pipes, valves, or fixtures and the removal and reinstallation of water closets, provided such repairs do not involve or require the replacement or rearrangement of valves, pipes, or fixtures.
105.3 Application for permit. To obtain a permit, the applicant shall first file an application therefor in writing on a form for that purpose. Such application shall:
1. Identify and describe the work to be covered by the permit for which application is made.
2. Describe the land on which the proposed work is to be done by legal description, street address, or similar description that will readily identify and definitely locate the proposed building or work.
3. Indicate the use and occupancy for which the proposed work is intended.
4. Be accompanied by construction documents and other information as required in Section 107.
5. State the valuation of the proposed work.
6. Be signed by the applicant, or the applicant’s authorized agent.
7. Give such other data and information as required by the building official.
[A] 105.6 Suspension or revocation. The code official shall have the authority to suspend or revoke a permit issued under the provisions of this code wherever the permit is issued in error, is issued with an agreed upon document with stipulations or on the basis of incorrect, inaccurate or incomplete information, or in violation of any ordinance or regulation or any of the provisions of this code.
The building official is authorized to suspend or revoke a permit when an official court document has been issued.
[A] 107.1 General. Submittal documents consisting of one complete set of plans in an electronic submittal in PDF format along with other construction documents, statement of special inspections, geotechnical report, and other data shall be submitted 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.
Exception: The building official is authorized to waive the submission of construction documents and other data not required to be prepared by a registered design professional if it is found that the nature of the work applied for is such that review of construction documents is not necessary to obtain compliance with this code.
[A] 107.3.1 Approval of construction documents. When the building official issues a permit, the construction documents shall be reviewed for compliance. One set of construction documents so reviewed shall be retained by the building official.
[A] 109.2 Schedule of permit fees. On buildings, structures, electrical, gas, mechanical, and plumbing systems or alterations requiring a permit, a fee for each permit shall be paid as required in accordance with the schedule as established by the applicable governing authority.
The fee schedules for the issuance of a building permit shall be as follows:
Table No. A109.2-A. Commercial Building Permit Fees
Commercial Building Permit Fees Groups A, B, E, F, H, I, M, S, R* and U** Occupancies
Total Valuation Fee
$0.00 to $4,000.00 $40.00
$4,000.01 to $25,000.00 $40.00 for the first $4,000.00 plus $9.00 for each additional $1,000.00 or fraction thereof, to and including $25,000.00
$25,000.01 to $50,000.00 $252.00 for the first $25,000.00 plus $6.50 for each additional $1,000.00 or fraction thereof, to and including $50,000.00
$50,000.01 to $100,000.00 $414.50 for the first $50,000.00 plus $4.50 for each additional $1,000.00 or fraction thereof, to and including $100,000.00
$100,000.01 to $500,000.00 $639.50 for the first $100,000.00 plus $3.50 for each additional $1,000.00 or fraction thereof, to and including $500,000.00
Greater than $500,000.00 $2,039.50 for the first $500,000.00, plus $3.00 for each additional $1,000.00 or fraction thereof
*Excludes R-3 occupancies allowed to be regulated under the IRC as defined in the IBC.
**Excludes U occupancies that are accessory to the detached one- and two-family dwellings.
Table No. A109.2-B. Other Fees
1. Inspection outside of normal business hours, per hour* (minimum charge—one hour) $200
2. Reinspection fees. $200
3. Additional plan review required by changes, additions, or revisions to approved plans, per hour* (minimum charge—one hour)
*Or the total hourly cost to the jurisdiction, whichever is the greatest. This cost shall include supervision, overhead, equipment, hourly wages, and fringe benefits of the employees involved. $100
4. Plan review third-review fee—assessed if an examiner needs to send back plans after initial round of comments and a third review needs to be done by examiner. $200
5. Razing permit fees $40
6. Board of appeals fees: Before any action is taken by the board, the party or parties requesting such hearing shall deposit with the secretary of the board, or his or her authorized agent, the sum of $100 to cover the approximate cost of the procedure. Under no condition shall the sum or any part thereof be refunded for failure of the request to be approved.
Exception. Appeals referred to the board from the International Property Maintenance Code. $100
7. A mileage fee at the current rate per mile as established by the City of Sioux Falls finance department shall be charged for any inspection occurring outside city limits.
8. Residential Building Contractor and Residential Roofing and Repair Contractor $75
9. When submittal documents are required by Section 107, a plan review fee shall be paid when it is deemed that a plan review is required. Said plan review fee shall be 25 percent of the commercial building permit fee as specified on Table A109.2-B. The plan review fee specified herein is a separate fee from the building permit fee and is in addition to the building permit fee. When submittal documents are incomplete or changed so as to require additional plan reviews or when a project involves deferred submittals as defined in Section 107.3.4.1 of the International Building Code, an additional plan review fee may be charged at 25% of the building permit fee specified on Table A109.2-B.
10. Fee for late corrections. If corrections listed on an inspection report are not completed within the specified time, the inspector shall issue a correction order and assess a $100 administrative fee in addition to a reinspection fee. $100
11. Fee for failure to request a required inspection. Where building construction work is completed without a request for an inspection, an administrative fee of $1,000 may be charged. $1,000
12. Temporary certificate of occupancy—fee is not charged if exterior work is not completed due to environmental factors. $75
109.7 Delinquent accounts. The city may refuse to issue permits or conduct inspections for any person or business whose account is delinquent.
[A] 110.3.1 Footing inspection. Footing inspections shall be made after excavations for footings are complete and any required reinforcing steel is in place. For concrete foundations, any required forms shall be in place prior to inspection. Materials for the foundation shall be on the job, except where concrete is ready mixed in accordance with ASTM C 94, the concrete need not be on the job.
[A] 111.2 Certificate issued. After the building official inspects the building or structure and does not find violations of the provisions of this code or other laws that are enforced by the department of building safety, the building official shall issue a certificate of occupancy that contains the following:
1. The building permit number.
2. The address of the structure.
3. A statement that the described portion of the structure has been inspected for compliance with the requirements of this code for the occupancy and division of occupancy and the use for which the proposed occupancy is classified.
4. The name of the building official.
5. The edition of the code under which the permit was issued.
6. The use and occupancy, in accordance with the provisions of Chapter 3.
7. The type of construction as defined in Chapter 6.
8. The design occupant load.
9. If an automatic sprinkler system is provided, whether the sprinkler system is required.
10. Any special stipulations and conditions of the building permit.
[A] 113.1 General. In order to hear and decide appeals of orders, decisions, or determinations made by the building official relative to the application and interpretation of this code and the fire code, to review all prospective changes to the respective codes and to submit recommendations to the responsible official and the city council, to review requests for house moves, and to examine applicants for licensing and to investigate matters brought before the board, there shall be and is hereby created a building board of appeals and examiners. The building official shall be an ex officio member of said board but shall not have a vote on any matter before the board. The board of appeals shall be appointed by the mayor with consent of the city council and shall hold office at its pleasure. The board shall adopt rules of procedure for conducting its business and shall render all decisions in writing to the appellant with a duplicate copy to the building and/or fire official.
[A] 114.3 Prosecution of violation. If the notice of violation is not complied with promptly, the building official is authorized to request the legal counsel of the jurisdiction to deem the violation as a strict liability offense and institute the appropriate proceeding at law or in equity to restrain, correct, or abate such violation, or to require the removal or termination of the unlawful occupancy of the building or structure in violation of the provisions of this code or of the order or direction made pursuant thereto.
201.1 Scope. Unless otherwise expressly stated, the following words and terms shall, for the purposes of this code, have the meanings shown in this chapter. In addition, the following words and terms are being added and/or modified to the defined terms already incorporated by reference in Section 150.017 of this code.
STRICT LIABILITY OFFENSE. An offense in which the prosecution in a legal proceeding is not required to prove criminal intent as a part of its case. It is enough to prove that the defendant either did an act which was prohibited or failed to do an act which the defendant was legally required to do.
305.2.2 Twelve or fewer children. A facility having twelve or fewer children receiving such day care shall be classified as part of the primary occupancy.
305.2.3 Twelve or fewer children in a dwelling unit. A facility such as the above within a dwelling unit and having twelve or fewer children receiving such day care shall be classified as a Group R-3 occupancy or shall comply with the International Residential Code.
308.5.4 Twelve or fewer persons receiving care in a dwelling unit. A facility such as the above within a dwelling unit and having twelve or fewer persons receiving custodial care shall be classified as a Group R-3 occupancy or shall comply with the International Residential Code.
310.4.2 Lodging houses. Owner-occupied lodging houses with five or fewer guest rooms and 10 or fewer total occupants shall be permitted to be constructed in accordance with the International Residential Code.
423.5 Group E occupancies. All Group E occupancies with an occupant load of 50 or more shall have a storm shelter constructed to withstand a wind of 200 mph in accordance to the ICC 500.
Exceptions:
1. Group E day care facilities.
2. Group E occupancies accessory to places of religious worship.
3. Buildings meeting the requirements for shelter design in ICC 500.
[F] 501.2 Address identification. New and existing buildings shall be provided with approved address identification. The address identification shall be legible and placed in a position that is visible from the street or road fronting the property. Address identification characters shall contrast with their background. Address numbers shall be Arabic numbers or alphabetical letters. Numbers shall not be spelled out. Each character shall be a minimum of 4 inches (102 mm) high with a minimum stroke width of 1/2 inch (12.7 mm). Where required by the fire code official, address identification shall be provided in additional approved locations to facilitate emergency response. Multi-building campus/complex developments addressed on private or public streets shall be provided with signage at the entrance to the campus/complex indicative of the address ranges within. Where access is by means of a private road and the building address cannot be viewed from the public way, a monument, pole, or other approved sign or means shall be used to identify the structure. Address identification shall be maintained.
[F] 508.5.7 Fire protection. Live/work units in buildings constructed in accordance with this code shall be provided with all of the following:
1. An automatic sprinkler system in accordance with Section 903.3.1.1 or 903.3.1.2.
2. Smoke alarms in accordance with Section 907.2.11.
3. Where required by Section 907.2.9.2, a manual fire alarm system.
Live/work units in buildings constructed in accordance with the International Residential Code shall be provided with smoke alarms. The smoke alarms shall comply with International Residential Code Section R310.
603.1.2 Piping. The use of combustible piping materials shall be permitted where installed in accordance with the limitations of the International Mechanical Code and the Plumbing Code.
706.6.2 Buildings with sloped roofs. Where a fire wall serves as an interior wall for a building, and the roof on one side or both sides of the fire wall slopes toward the fire wall at a slope greater than 2 units vertical in 12 units horizontal (2:12), the fire wall shall extend to a height equal to the height of the roof located 4 feet (1,219 mm) from the fire wall plus 30 inches (762 mm). The extension of the fire wall shall be not less than 30 inches (762 mm).
Exception: The fire wall may terminate at the underside of the roof sheathing, deck, or slab of the lower roof, provided all of the following criteria are met:
1. The roof assemblies within 10 feet (3,048 mm) of the wall has not less than a 1-hour fire-resistance rating.
2. The entire length and span of supporting elements for the rated roof assembly has a fire-resistance rating of not less than 1 hour.
3. Openings in the roof on each side of the fire wall shall not be located within 10 feet (3,048 mm) of the fire wall.
714.5.1.2 Through-penetration firestop system. Through penetrations of the fire-resistive membrane shall be protected by an approved through-penetration fire-stop system installed and tested in accordance with ASTM E 814 or UL 1479, with a minimum positive pressure differential of 0.01 inch of water (2.49 Pa). The system shall have an F rating/T rating of not less than 1 hour but not less than the required rating of the floor penetrated.
Exceptions:
1. Penetrations by steel, ferrous or copper conduits, pipes, tubes or vents or concrete or masonry items through a single fire-resistance-rated floor assembly where the annular space is protected with materials that prevent the passage of flame and hot gases sufficient to ignite cotton waste when subjected to ASTM E119 or UL 263 time-temperature fire conditions under a minimum positive pressure differential of 0.01 inch of water (2.49 Pa) at the location of the penetration for the time period equivalent to the fire-resistance rating of the construction penetrated. Penetrating items with a maximum 6-inch (152 mm) nominal diameter shall not be limited to the penetration of a single fire-resistance-rated floor assembly, provided that the aggregate area of the openings through the assembly does not exceed 144 square inches (92,900 mm2) in any 100 square feet (9.3 m2) of floor area.
2. .Penetrations in a single concrete floor by steel, ferrous or copper conduits, pipes, tubes or vents with a maximum 6-inch (152 mm) nominal diameter, provided that the concrete, grout or mortar is installed the full thickness of the floor or the thickness required to maintain the fire-resistance rating. The penetrating items shall not be limited to the penetration of a single concrete floor, provided that the area of the opening through each floor does not exceed 144 square inches (92,900 mm2).
3. Penetrations by listed electrical boxes of any material, provided that such boxes have been tested for use in fire-resistance-rated assemblies and installed in accordance with the instructions included in the listing.
4. Penetrations of concrete floors or ramps within parking garages or structures constructed in accordance with Sections 406.5 and 406.6 where the areas above and below the penetrations are parking areas.
5. Penetrations of horizontal assemblies for a roof drain piping are allowed provided a tested listed firestop assembly is installed on both the top and bottom of the horizontal assembly, and the building is not a high-rise building.
716.2.6.1 Door closing. Fire doors shall be latching and self- or automatic-closing in accordance with this section.
Exceptions:
1. Fire doors located in common walls separating sleeping units in Group R-1 shall be permitted without automatic- or self-closing devices.
2. The elevator car doors and the associated hoistway enclosure doors at the floor level designated for recall in accordance with Section 3003.2 shall be permitted to remain open during Phase I emergency recall operation.
3. Fire doors required solely for compliance with ICC 500 shall not be required to be self-closing or automatic-closing.
4. Interior doors located in exit enclosures, smokeproof enclosures, and exit passageways in Group R and I-1 occupancies shall be automatic-closing fire door assemblies in accordance with NFPA 80 and controlled in accordance with NFPA 72.
717.5.2 Fire barriers. Ducts and air transfer openings of fire barriers shall be protected with listed fire dampers installed in accordance with their listing. Ducts and air transfer openings shall not penetrate enclosures for interior exit stairways and ramps and exit passageways, except as permitted by Sections 1023.5 and 1024.6, respectively.
Exceptions: Fire dampers are not required at penetrations of fire barriers where any of the following apply:
1. Penetrations are tested in accordance with ASTM E119 or UL 263 as part of the fire-resistance-rated assembly.
2. Ducts are used as part of an approved smoke control system in accordance with Section 909 and where the use of a fire damper would interfere with the operation of a smoke control system.
3. Such walls are penetrated by fully ducted HVAC systems, have a required fire-resistance rating of 1 hour or less, are in areas of other than Group H, and are in buildings equipped throughout with an automatic sprinkler system in accordance with Section 903.3.1.1 or 903.3.1.2. For the purposes of this exception, a fully ducted HVAC system shall be a duct system for conveying supply, return, or exhaust air as part of the structure’s HVAC system. Such a duct system shall be constructed of sheet steel not less than No. 26 gage thickness and shall be continuous from the air-handling appliance or equipment to the air outlet and inlet terminals. Nonmetal flexible air ducts shall be permitted in the following locations:
3.1 At the duct connection to the air handling unit or equipment located within the mechanical room in accordance with Section 603.9 of the International Mechanical Code.
3.2 From an overhead metal duct to a ceiling diffuser within the same room in accordance with Section 603.6.2 of the International Mechanical Code.
718.5 Combustible materials in concealed spaces in Type I or II construction. Combustible materials shall not be permitted in concealed spaces of buildings of Type I or II construction.
Exceptions:
1. Combustible materials in accordance with Section 603.
2. Combustible materials exposed within plenums complying with Section 602 of the International Mechanical Code.
3. Class A interior finish materials classified in accordance with Section 803.
4. Combustible piping within partitions or shaft enclosures installed in accordance with the provisions of this code.
5. Combustible piping within concealed ceiling spaces installed in accordance with the International Mechanical Code and the Plumbing Code.
6. Combustible insulation and covering on pipe and tubing, installed in concealed spaces other than plenums, complying with Section 720.7.
[F] 903.2.6 Group I. An automatic sprinkler system shall be provided throughout buildings with a Group I fire area.
Exceptions:
1. An automatic sprinkler system installed in accordance with Section 903.3.1.1 is required in Group I-1 Condition 1 or 2 facilities.
2. An automatic sprinkler system is not required where Group I-4 day care facilities are at the level of exit discharge and where every room where care is provided has not fewer than one exterior exit door.
3. In buildings where Group I-4 day care is provided on levels other than the level of exit discharge, an automatic sprinkler system in accordance with Section 903.3.1.1 shall be installed on the entire floor where care is provided, all floors between the level of care and the level of exit discharge, and all floors below the level of exit discharge other than areas classified as an open parking garage.
[F] 903.2.8 Group R. An automatic sprinkler system installed in accordance with Section 903.3 shall be provided throughout all buildings with Groups R-1 and R-4 fire areas and Group R-2 multifamily residences having six or more dwelling units.
ARSD 61:15:01:19. Automatic sprinkler system requirements. An automatic sprinkler system shall be installed throughout any new hotel, motel, and multifamily residence housing six or more families as specified in Section 903 of the International Building Code, 2015 edition.
[F] 903.2.10 Group S-2 parking garages. An automatic sprinkler system shall be provided throughout buildings classified as parking garages where any of the following conditions exist:
1. Where the fire area of the enclosed parking garage in accordance with Section 406.6 exceeds 12,000 square feet (1,115 m2).
2. Where the enclosed parking garage in accordance with Section 406.6 is located beneath other groups.
Exception: Enclosed parking garages located beneath Group R-3 occupancies.
[F] 903.3.1.1.1 Exempt locations. Automatic sprinklers shall not be required in the following rooms or areas where such rooms or areas are protected with an approved automatic fire detection system in accordance with Section 907.2 that will respond to visible or invisible particles of combustion. Sprinklers shall not be omitted from a room merely because it is damp, of fire-resistance-rated construction, or contains electrical equipment.
1. A room or space where sprinklers constitute a serious life or fire hazard because of the nature of the contents, where approved by the fire code official. Such rooms shall be separated from the remainder of the building by fire barrier walls and horizontal assemblies having a fire-resistance rating of not less than two hours..
2. Generator and transformer rooms separated from the remainder of the building by walls and floor/ceiling or roof/ceiling assemblies having a fire-resistance rating of not less than two hours.
3. Rooms or areas that are of noncombustible construction with wholly noncombustible contents.
4. Fire service access elevator machine rooms and machinery spaces.
5. Machine rooms, machinery spaces, control rooms, and control spaces associated with occupant evacuation elevators designed in accordance with Section 3008.
[F] 903.3.1.2 NFPA 13R sprinkler systems. Automatic sprinkler systems in Group R occupancies shall be permitted to be installed throughout in accordance with NFPA 13R where the Group R occupancy meets all of the following conditions:
1. Four stories or fewer above grade plane.
2. For other than Group R-2 occupancies, the floor level of the highest story is 30 feet (9,144 mm) or less above the lowest level of fire department vehicle access.
3. For Group R-2 occupancies, the roof assembly is less than 60 feet (18,288 mm) above the lowest level of fire department vehicle access. The height of the roof assembly shall be determined by measuring the distance from the lowest required fire vehicle access road surface adjacent to the building to the eave of the highest pitched roof, the intersection of the highest roof to the exterior wall, or the top of the highest parapet, whichever yields the greatest distance.
4. The floor level of the lowest story is 60 feet (18,288 mm) or less below the lowest level of fire department vehicle access.
The number of stories of Group R occupancies constructed in accordance with Sections 510.2 and 510.4 shall be measured from grade plane.
[F] 903.3.5 Water supplies. Water supplies for automatic sprinkler systems shall comply with this section and the standards referenced in Section 903.3.1. The potable water supply shall be protected against backflow in accordance with the requirements of this section and the Plumbing Code. For connections to public waterworks systems, the water supply test used for design of fire protection systems shall be adjusted to account for seasonal and daily pressure fluctuations based on information from the water supply authority and as approved by the fire code official.
[F] 904.14.2 System interconnection. The actuation of the fire suppression system shall automatically shut down the fuel and/or electrical power supply to the cooking equipment and all electrical receptacles located beneath the hood. The fuel and electrical supply reset shall be manual.
[F] 907.2.1.1 System initiation in Group A occupancies with an occupant load of 1,000 or more. Activation of the fire alarm in Group A occupancies with an occupant load of 1,000 or more shall initiate a signal using an emergency voice/alarm communications system in accordance with Section 907.5.2.2.
Exceptions:
1. Group A-3 occupancies used for religious worship.
2. Where approved, the prerecorded announcement is allowed to be manually deactivated for a period of time, not to exceed three minutes, for the sole purpose of allowing a live voice announcement from an approved, constantly attended location.
[F] 907.2.2 Group B. A manual fire alarm system, which activates the occupant notification system in accordance with Section 907.5, shall be installed in Group B occupancies where one of the following conditions exists:
1. The combined Group B occupant load of all floors is 500 or more.
2. The Group B occupant load is more than 100 persons above or below the lowest level of exit discharge.
3. The fire area contains an ambulatory care facility.
4. The Group B occupancy has more than two occupied levels.
Exception: Manual fire alarm boxes are not required where the building is equipped throughout with an automatic sprinkler system installed in accordance with Section 903.3.1.1 and the occupant notification appliances will activate throughout the notification zones upon sprinkler water flow.
[F] 907.2.6.2 Group I-2. An automatic smoke detection system shall be installed in corridors in Group I-2 Condition 1 facilities and spaces permitted to be open to the corridors by Section 407.2. The system shall be activated in accordance with Section 907.4. Group I-2 Condition 2 occupancies shall be equipped with an automatic smoke detection system as required in Section 407.
Exception: Corridor smoke detection is not required in smoke compartments that contain sleeping units where such units are provided with smoke detectors that comply with UL 268. Such detectors shall provide a visual display on the corridor side of each sleeping unit and shall provide an audible and visual alarm at the care providers’ station attending each unit. Smoke detectors installed as part of an intelligent or addressable fire alarm system capable of annunciation of room origin at a constantly attended location shall be acceptable.
[F] 907.2.8.2 Automatic smoke detection system. An automatic smoke detection system that activates the occupant notification system in accordance with Section 907.5 shall be installed throughout all interior corridors serving sleeping units and at the top of each stairwell.
Exception: An automatic smoke detection system is not required in buildings that do not have interior corridors serving sleeping units and where each sleeping unit has a means of egress door opening directly to an exit or to an exterior exit access that leads directly to an exit.
[F] 907.2.9 Group R-2. Fire alarm systems and smoke alarms shall be installed in Group R-2 occupancies as required in Sections 907.2.9.1 through 907.2.9.4.
[F] 907.2.9.1 Manual fire alarm system. A manual fire alarm system that activates the occupant notification system in accordance with Section 907.5 shall be installed in Group R-2 occupancies where any of the following conditions apply:
1. Any dwelling unit or sleeping unit is located three or more stories above the lowest level of exit discharge.
2. Any dwelling unit or sleeping unit is located more than one story below the highest level of exit discharge of exits serving the dwelling unit or sleeping unit.
3. The building contains more than 16 dwelling units or sleeping units.
4. The building contains four or more dwelling units or sleeping units above the level of exit discharge.
Exceptions:
1. A fire alarm system is not required in buildings not more than two stories in height where all dwelling units or sleeping units and contiguous attic and crawl spaces are separated from each other and public or common areas by not less than 1-hour fire partitions and each dwelling unit or sleeping unit has an exit directly to a public way, egress court, or yard.
2. Manual fire alarm boxes are not required where the building is equipped throughout with an automatic sprinkler system installed in accordance with Section 903.3.1.1 or 903.3.1.2 and the occupant notification appliances will automatically activate throughout the notification zones upon a sprinkler water flow.
3. A fire alarm system is not required in buildings that do not have interior corridors serving dwelling units and are protected by an approved automatic sprinkler system installed in accordance with Section 903.3.1.1 or 903.3.1.2, provided that dwelling units either have a means of egress door opening directly to an exterior exit access that leads directly to the exits or are served by open-ended corridors designed in accordance with Section 1027.6, Exception 3.
907.2.9.4 Smoke detectors. Automatic smoke detection shall be provided in each stairway and all exit corridors.
[F] 907.3.1 Duct smoke detectors. Smoke detectors installed in ducts shall be listed for the air velocity, temperature and humidity present in the duct. Duct smoke detectors shall be connected to the building’s fire alarm control unit where a fire alarm system is required by Section 907.2. Duct smoke detectors installed more than 10 feet above a finished floor, above a ceiling, or on a rooftop shall be installed with remote test/indicators in an approved location below and in proximity to the unit served. Activation of a duct smoke detector shall initiate a visible and audible supervisory signal at a constantly attended location and shall perform the intended fire safety function in accordance with this code and the International Mechanical Code. In facilities that are required to be monitored by a supervising station, duct smoke detectors shall report only as a supervisory signal and not as a fire alarm. They shall not be used as a substitute for required open area detection.
Exceptions:
1. The supervisory signal at a constantly attended location is not required where duct smoke detectors activate the building’s alarm notification appliances.
2. In occupancies not required to be equipped with a fire alarm system, actuation of a smoke detector shall activate a visible and an audible signal in an approved location. Smoke detector trouble conditions shall activate a visible or audible signal in an approved location and shall be identified as air duct detector trouble.
[F] 912.2.1 Visible location. Fire department connections shall be located on the street side of buildings or facing approved fire apparatus access roads, fully visible and recognizable from the street, fire apparatus access road or nearest point of fire department vehicle access, or as otherwise approved by the fire code official. A weather-rated horn/strobe connected to the fire detection or sprinkler system shall be located not lower than 8 feet above the fire department connection and within 10 feet horizontally of the connection. The weather-rated horn/strobe must be visible from the fire lane or street.
[F] 917.2 Group E occupancies. Not Adopted by the City.
Table 1004.5
Maximum Floor Area Allowances Per Occupant
Function of Space Occupant Load Factora
Accessory storage areas, mechanical equipment room 300 gross
Agricultural building 300 gross
Aircraft hangars 500 gross
Airport terminal
Baggage claim 20 gross
Baggage handling 300 gross
Waiting areas 15 gross
Assembly
Gaming floors (keno, slots, etc.) 11 gross
Exhibit gallery and museum 30 net
Assembly with fixed seats See Section 1004.6
Assembly without fixed seats
Concentrated (chairs only—not fixed) 7 net
Standing space 7 net
Unconcentrated (tables and chairs) 15 net
Bowling centers, allow 5 persons for each lane including 15 feet of runway, and for additional areas 7 net
Business areas 150 gross
Concentrated business use areas See Section 1004.8
Courtrooms—other than fixed seating areas 40 net
Day care 35 net
Dormitories 50 gross
Educational
Classroom area 25 net
Shops and other vocational room areas 50 net
Exercise rooms 50 gross
Group H-5 fabrication and manufacturing areas 200 gross
Industrial areas 100 gross
Institutional areas
Inpatient treatment areas 240 gross
Outpatient areas 100 gross
Sleeping areas 120 gross
Kitchens, commercial 200 gross
Library
Reading rooms 50 net
Stack area 100 gross
Locker rooms 50 gross
Mall buildings—covered and open See Section 402.8.2
Mercantile 60 gross
Storage, stock, shipping areas 300 gross
Parking garages 200 gross
Residential 200 gross
Skating rinks, swimming pools
Rink and pool 50 gross
Decks 15 gross
Stages and platforms 15 net
Warehouses 500 gross
For SI: 1 foot = 304.8 mm, 1 square foot = 0.0929 m2
a. Floor area in square feet per occupant
1005.3.1 Stairways. The capacity, in inches, of means of egress stairways shall be calculated by multiplying the occupant load served by such stairways by a means of egress capacity factor of 0.3 inch (7.6 mm) per occupant. Where stairways serve more than one story, only the occupant load of each story considered individually shall be used in calculating the required capacity of the stairways serving that story.
Exceptions:
1. For other than Group H and I-2 occupancies, the capacity, in inches, of means of egress stairways shall be calculated by multiplying the occupant load served by such stairways by a means of egress capacity factor of 0.2 inch (5.1 mm) per occupant in buildings equipped throughout with an automatic sprinkler system installed in accordance with Section 903.3.1.1 or 903.3.1.2
2. Facilities with smoke-protected assembly seating shall be permitted to use the capacity factors in Table 1030.6.2 indicated for stepped aisles for exit access or exit stairways where the entire path for means of egress from the seating to the exit discharge is provided with a smoke control system complying with Section 909.
3. Facilities with open-air assembly seating shall be permitted to the capacity factors in Section 1030.6.3 indicated for stepped aisles for exit access or exit stairways where the entire path for means of egress from the seating to the exit discharge is open to the outdoors.
1005.3.2 Other egress components. The capacity, in inches, of means of egress components other than stairways shall be calculated by multiplying the occupant load served by such component by a means of egress capacity factor of 0.2 inch (5.1 mm) per occupant.
Exceptions:
1. For other than Group H and I-2 occupancies, the capacity, in inches, of means of egress components other than stairways shall be calculated by multiplying the occupant load served by such component by a means of egress capacity factor of 0.15 inch (3.8 mm) per occupant in buildings equipped throughout with an automatic sprinkler system installed in accordance with Section 903.3.1.1 or 903.3.1.2.
2. Facilities with smoke-protected assembly seating shall be permitted to use the capacity factors in Table 1030.6.2 indicated for level or ramped aisles for means of egress components other than stairways where the entire path for means of egress from the seating to the exit discharge is provided with a smoke control system complying with Section 909.
Facilities with open-air assembly seating shall be permitted to the capacity factors in Section 1030.6.3 indicated for level or ramped aisles for means of egress components other than stairways where the entire path for means of egress from the seating to the exit discharge is open to the outdoors.
Table 1006.2.1
Spaces With One Exit or Exit Access Doorway

1008.2 Illumination required. The means of egress serving a room or space shall be illuminated at all times that the room or space is occupied.
Exceptions:
1. Occupancies in Group U.
2. Self-service storage units accessed directly from the exterior of the building.
3. Aisle accessways in Group A.
4. Dwelling units and sleeping units in Groups R-1, R-2 and R-3.
5. Sleeping units of Group I occupancies.
1010.1.1 Size of doors. The required capacity of each door opening shall be sufficient for the occupant load thereof and shall provide a minimum clear opening width of 32 inches (813 mm). The clear opening width of doorways with swinging doors shall be measured between the face of the door and the frame stop, with the door open 90 degrees (1.57 rad). Where this section requires a minimum clear opening width of 32 inches (813 mm) and a door opening includes two door leaves without a mullion, one leaf shall provide a minimum clear opening width of 32 inches (813 mm). In Group I-2, doors serving as means of egress doors where used for the movement of beds shall provide a minimum clear opening width of 41 1/2 inches (1,054 mm). The minimum clear opening height of doors shall be not less than 80 inches (2,032 mm).
Exceptions:
1. In Group R-2 and R-3 dwelling and sleeping units that are not required to be an Accessible unit, Type A unit or Type B unit, the minimum width shall not apply to door openings that are not part of the required means of egress.
2. In Group I-3, door openings to resident sleeping units that are not required to be an Accessible unit shall have a minimum clear opening width of 28 inches (711 mm).
3. Door openings to storage closets less than 10 square feet (0.93 m2) in area shall not be limited by the minimum clear opening width.
4. Door openings within a dwelling unit or sleeping unit shall have a minimum clear opening height of 78 inches (1,981 mm).
5. In dwelling and sleeping units that are not required to be Accessible, Type A or Type B units, exterior door openings other than the required exit door shall have a minimum clear opening height of 76 inches (1,930 mm).
6. In Groups I-1, R-2, R-3 and R-4, in dwelling and sleeping units that are not required to be Accessible, Type A or Type B units, the minimum clear opening widths shall not apply to interior egress doors.
7. Door openings required to be accessible within Type B units intended for user passage shall have a minimum clear opening width of 31.75 inches (806 mm).
8. Doors serving sauna compartments, toilet compartments or dressing, fitting or changing compartments that are not required to be accessible shall have a minimum clear opening width of 20 inches (508 mm).
9. Doors serving shower compartments shall comply with the Plumbing Code.
1010.1.2 Egress door types. Egress doors shall be of the side-hinged swinging door, pivoted door, or balanced door types.
Exceptions:
1. Private garages, office areas, factory and storage areas with an occupant load of 10 or less.
2. Group I-3 occupancies used as a place of detention.
3. Critical or intensive care patient rooms within suites of health care facilities.
4. Doors within or serving a single dwelling unit in Groups R-2 and R-3.
5. In other than Group H occupancies, revolving doors complying with Section 1010.3.1.
6. In other than Group H occupancies, special purpose horizontal sliding, accordion or folding door assemblies complying with Section 1010.3.3.
7. Power-operated doors in accordance with Section 1010.3.2.
8. Doors serving a bathroom within an individual dwelling unit or sleeping unit in Group R-1.
9. In other than Group H occupancies, manually operated horizontal sliding doors are permitted in a means of egress from spaces with an occupant load of 30 or less.
1010.1.6 Thresholds. Thresholds at doorways shall not exceed 3/4 inch (19.1 mm) in height above the finished floor or landing for sliding doors serving dwelling units or 1/2½ inch (12.7 mm) above the finished floor or landing for other doors. Raised thresholds and floor level changes greater than 1/4 inch (6.4 mm) at doorways shall be beveled with a slope not greater than one unit vertical in two units horizontal (50 percent slope).
Exceptions:
1. In occupancy Group R-2 or R-3, threshold heights for sliding and side hinged exterior doors shall be permitted to be up to 8 inches (203 mm) in height if all of the following apply:
1.1. The door is not part of the required means of egress.
1.2. The door is not part of an accessible route as required by Chapter 11.
1.3. The door is not part of an accessible unit, Type A unit or Type B unit.
2. In Type B units, where Exception 5 to Section 1010.1.5 permits a 4-inch (102 mm) elevation change at the door, the threshold height on the exterior side of the door shall not exceed 4 3/4 inches (120 mm) in height above the exterior deck, patio or balcony for sliding doors or 4 1/2 inches (114 mm) above the exterior deck, patio or balcony for other doors.
1010.2.4 Locks and latches. Locks and latches shall be permitted to prevent operation of doors where any of the following exist:
1. Places of detention or restraint.
2. In Group I-1, Condition 2 and Group I-2 occupancies where the clinical needs of persons receiving care require containment or where persons receiving care pose a security threat, provided that all clinical staff can readily unlock doors at all times, and all such locks are keyed to keys carried by all clinical staff at all times or all clinical staff have the codes or other means necessary to operate the locks at all times.
3. In buildings in occupancy Group A having an occupant load of 300 or less, Groups B, F, M and S, and in places of religious worship, the main door or doors are permitted to be equipped with key-operated locking devices from the egress side provided that:
3.1. The doors are the main exterior doors to the building, or the doors are the main doors to the tenant space.
3.2. The locking device is readily distinguishable as locked.
3.3. A readily visible durable sign is posted on the egress side on or adjacent to the door stating: “THIS DOOR TO REMAIN UNLOCKED WHEN THIS SPACE IS OCCUPIED.” The sign shall be in letters 1 inch (25 mm) high on a contrasting background.
3.4. The use of the key-operated locking device is revocable by the building official for due cause.
4. Manual bolts, automatic flush bolts and constant latching bolts on the inactive leaf of a pair of doors in accordance with Table 1010.2.4, provided that the inactive leaf does not have a doorknob, panic hardware, or similar operating hardware.
5. Single exit doors complying with Section 1006.2.1 or 1006.3.4 from individual dwelling or sleeping units of Group R occupancies and equipped with a night latch, dead bolt or security chain that requires a second releasing motion, provided that such devices are openable from the inside without the use of a key or tool.
6. Fire doors after the minimum elevated temperature has disabled the unlatching mechanism in accordance with listed fire door test procedures.
7. Doors serving roofs not intended to be occupied shall be permitted to be locked preventing entry to the building from the roof.
8. Other than egress courts, where occupants must egress from an exterior space through the building for means of egress, exit access doors shall be permitted to be equipped with an approved locking device where installed and operated in accordance with all of the following:
8.1. The maximum occupant load shall be posted where required by Section 1004.9. Such signage shall be permanently affixed inside the building and shall be posted in a conspicuous space near all the exit access doorways.
8.2. A weatherproof telephone or two-way communication system installed in accordance with Sections 1009.8.1 and 1009.8.2 shall be located adjacent to not less than one required exit access door on the exterior side when the occupant load from the exterior space is greater than 50.
8.3. The egress door locking device is readily distinguishable as locked and shall be a key-operated locking device.
8.4. A clear window or glazed door opening, not less than 5 square feet (0.46 m2) in area, shall be provided at each exit access door to determine if there are occupants using the outdoor area.
8.5. A readily visible, durable sign shall be posted on the interior side on or adjacent to each locked required exit access door serving the exterior area stating, “THIS DOOR TO REMAIN UNLOCKED WHEN THE OUTDOOR AREA IS OCCUPIED.” The letters on the sign shall be not less than 1 inch (25.4 mm) high on a contrasting background.
8.6. The occupant load of the occupied exterior area shall not exceed 300 occupants in accordance with Section 1004.
9. Locking devices are permitted on doors to balconies, decks or other exterior spaces serving individual dwelling or sleeping units.
10. Locking devices are permitted on doors to balconies, decks or other exterior spaces of 250 square feet (23.23 m2) or less serving a private office space.
1011.5.2 Riser height and tread depth. Stair riser heights shall be 7 inches (178 mm) maximum and 4 inches (102 mm) minimum or between the stairway landing and the adjacent tread. The riser height shall be measured vertically between the nosings of adjacent treads or between the stairway and the adjacent tread. Rectangular tread depths shall be 11 inches (279 mm) minimum measured horizontally between the vertical planes of the foremost projection of adjacent treads and at a right angle to the tread’s nosing. Winder treads shall have a minimum tread depth of 11 inches (279 mm) between the vertical planes of the foremost projection of adjacent treads at the intersections with the walkline and a minimum tread depth of 10 inches (254 mm) within the clear width of the stair.
Exceptions:
1. Spiral stairways in accordance with Section 1011.10.
2. Stairways connecting stepped aisles to cross aisles or concourses shall be permitted to use the riser/tread dimension in Section 1029.14.2.
3. In Group R-3 occupancies, within dwelling units in Group R-2 occupancies not required by Chapter 11 to be Accessible or Type A dwelling or sleeping units; and in Group U occupancies that are accessory to a Group R-3 occupancy or accessory to individual dwelling units in Group R-2 occupancies, the maximum riser height shall be 8 inches (203 mm), the minimum tread depth shall be 10 inches (254 mm); the minimum winder tread depth at the walkline shall be 10 inches (254 mm); and the minimum winder tread depth shall be 6 inches (152 mm). A nosing projection not less than 3/4 inch (19.1 mm) but not more than 1 1/4 inches (32 mm) shall be provided on stairways with solid risers where the tread depth is less than 11 inches (279 mm).
4. See Section 503.1 of the International Existing Building Code for the replacement of existing stairways.
5. In Group I-3 facilities, stairways providing access to guard towers, observation stations, and control rooms, not more than 250 square feet (23 m2) in area, shall be permitted to have a maximum riser height of 8 inches (203 mm) and a minimum tread depth of 9 inches (229 mm).
1011.5.5.3 Solid risers. Risers shall be solid.
Exceptions:
1. Solid risers are not required for stairways that are not required to comply with Section 1009.3, provided that the opening between treads does not permit the passage of a sphere with a diameter of 5 inches (127 mm).
2. Solid risers are not required for occupancies in Group I-3 or in Group F, H and S occupancies other than areas accessible to the public. The size of the opening in the riser is not restricted.
3. Solid risers are not required for spiral stairways constructed in accordance with Section 1011.10.
1015.4 Opening limitations. Required guards shall not have openings that allow passage of a sphere 5 inches (127 mm) in diameter from the walking surface to the required guard height.
Exceptions:
1. The triangular openings at the open sides of a stair, formed by the riser, tread, and bottom rail shall not allow passage of a sphere 6 inches (152 mm) in diameter.
2. At elevated walking surfaces for access to and use of electrical, mechanical, or plumbing systems or equipment, guards shall not have openings that allow passage of a sphere 21 inches (533 mm) in diameter.
3. In areas that are not open to the public within occupancies in Group B, I-3, F, H, M, or S, and for alternating tread devices and ships ladders, guards shall not have openings that allow passage of a sphere 21 inches (533 mm) in diameter.
4. In assembly seating areas, guards required at the end of aisles in accordance with Section 1029.17.4 shall not have openings that allow passage of a sphere 5 inches (127 mm) in diameter up to a height of 26 inches (660 mm). From a height of 26 inches (660 mm) to 42 inches (1,067 mm) above the adjacent walking surfaces, guards shall not have openings that allow passage of a sphere 8 inches (203 mm) in diameter.
5. Within individual dwelling units and sleeping units in Group R-2 and R-3 occupancies, guards on the open sides of stairs shall not have openings that allow passage of a sphere 5 inches (127 mm) in diameter.
TABLE 1020.2 CORRIDOR FIRE-RESISTANCE RATING

a. For requirements for occupancies in Group I-2, see Sections 407.2 and 407.3.
b. For a reduction in the fire-resistance rating for occupancies in Group I-3, see Section 408.8.
c. Buildings equipped throughout with an automatic sprinkler system in accordance with Section 903.3.1.1 or 903.3.1.2 where allowed.
d. Group R-3 and R-4 buildings equipped throughout with an automatic sprinkler system in accordance with Section 903.3.1.3. See Section 903.2.8 for occupancies where automatic sprinkler systems are permitted in accordance with Section 903.3.1.3.
1020.5 Dead ends. Where more than one exit or exit access doorway is required, the exit access shall be arranged such that dead-end corridors do not exceed 20 feet (6,096 mm) in length.
Exceptions:
1. In Group I-3, Condition 2, 3, or 4, occupancies, the dead end in a corridor shall not exceed 50 feet (15,240 mm).
2. In occupancies in Groups B, E, F, M, R-1, R-2, S, and U, where the building is equipped throughout with an automatic sprinkler system in accordance with Section 903.3.1.1, the length of the dead-end corridors shall not exceed 50 feet (15,240 mm).
3. In occupancies in Group I-1 where the building is equipped throughout with an automatic sprinkler system in accordance with Section 903.3.1.1, the length of the dead-end corridors shall not exceed 30 feet (9,144 mm).
4. A dead-end corridor shall not be limited in length where the length of the dead-end corridor is less than 2.5 times the least width of the dead-end corridor.
5. In Group I-2, Condition 2 occupancies, the length of dead-end corridors that do not serve patient rooms or patient treatment spaces shall not exceed 30 feet (9,144 mm).
1023.8 Barrier at level of exit discharge. An interior exit stairway and ramp shall not continue below its level of exit discharge unless an approved barrier or a directional exit sign is provided at the level of exit discharge to prevent persons from unintentionally continuing into levels below. Directional exit signs shall be provided as specified in Section 1013.
1031.3.1 Minimum size. Emergency escape and rescue openings shall have a minimum net clear opening of 5.0 square feet (0.46 m2).
1031.3.3 Maximum height from floor. Emergency escape and rescue openings shall have the bottom of the clear opening not greater than 48 inches (1,219 mm) measured from the floor.
1031.5.2 Ladders or steps. Area wells with a vertical depth of more than 48 inches (1,219 mm) shall be equipped with an approved permanently affixed ladder or steps. The ladder or steps shall not be obstructed by the emergency escape and rescue opening when the window or door is in the open position. Ladders or steps required by this section shall not be required to comply with Section 1011.
1104.4 Multistory buildings and facilities. At least one accessible route shall connect each accessible story, mezzanine and occupiable roofs in multilevel buildings and facilities.
Exceptions:
1. An accessible route from an accessible level is not required in facilities that are less than three stories in height or have less than 3,000 square feet (279 m2) per story. This exception shall not apply to:
1.1. Multiple tenant facilities of Group M occupancies containing five or more tenant spaces used for the sales or rental of goods and where at least one such tenant space is located on a floor level above or below the accessible levels;
1.2. Stories or mezzanines containing offices of health care providers (Group B or I);
1.3. Passenger transportation facilities and airports (Group A-3 or B);
1.4. Government buildings; or
1.5. Structures with four or more dwelling units.
2. Stories, mezzanines, or occupiable roofs that do not contain accessible elements or other spaces as determined by Section 1107 or 1108 are not required to be served by an accessible route from an accessible level.
3. In air traffic control towers, an accessible route is not required to serve the cab and the floor immediately below the cab.
4. Where a two-story building or facility has one story or mezzanine with an occupant load of five or fewer persons that does not contain public use space, that story or mezzanine shall not be required to be connected by an accessible route to the story above or below.
1106.10 Signage. Accessible parking spaces and access aisles are required to be identified by signs. Signs shall be located at the head of accessible parking stalls and access aisles. The bottom of the lowest signs shall be located at least 60 inches above the pavement.
As referenced below, standard and van accessible parking space signs shall state, “RESERVED PARKING” and include the International Symbol of Accessibility; supplemental signage must additionally state, “STATE PERMIT OR LICENSE REQUIRED. $100 MINIMUM FINE AND CLASS 2 MISDEMEANOR FOR VIOLATORS.” A van accessible parking space must have additional signage stating, “VAN ACCESSIBLE.” A van accessible access aisle must be provided with signage including the International Symbol of Accessibility which states, “WHEELCHAIR ACCESS AISLE. ABSOLUTELY NO PARKING.”
1106.11 Access aisles and markings. Each access that is part of an accessible route shall extend the full length of the parking space it serves. The aisle must have diagonally striped markings spaced every 4 feet (1,219 mm). Boundaries of the access aisle must be marked. The end may be a squared or curved shape. Two parking spaces may share an access aisle.
Access aisles shall be placed on a level surface with a slope not to exceed 1:48.
Where an access aisle is located immediately adjacent to a sidewalk that provides the closest accessible route, the sidewalk must be provided with a curb ramp access to serve the access aisle.

1108.6.2.2.1 Type A units. In Group R-2 occupancies containing more than 20 dwelling units or sleeping units, at least 2 percent but not less than one of the units shall be a Type A unit. All Group R-2 units on a site shall be considered to determine the total number of units and the required number of Type A units. Type A units shall be dispersed among the various classes of units. Where two or more Type A units are provided, at least 5 percent but not less than one Type A unit shall include a bathroom with a shower complying with ICC A117.1 for Type A units.
Exceptions:
1. The number of Type A units is permitted to be reduced in accordance with Section 1108.7.
2. Existing structures on a site shall not contribute to the total number of units on a site.
3. The following provisions of the 2017 ICC/ANSI A117.1-2017 referenced in Section 1103 Type A Dwelling are applicable.
3.1 A work surface in the kitchen referenced in Section 1103.12.3 Clear Floor Space of ICC/ANSI A117.1-2017 is not required.
3.2 The reduced work height of the kitchen sink at 34 inches referenced in Section 1103.12.4.2 ICC/ANSI A117.1-2017 is not required.
3.3 Appliances referenced in Section 1103.12.5 Appliances ICC/ANSI A117.1-2017 and Laundry Equipment requires only the clear floor space referenced in Section 305 Clear Floor Space of ICC/ANSI A117.1-2017.
1110.2 Toilet and bathing facilities. Each toilet room and bathing room shall be accessible. Where a floor level is not required to be connected by an accessible route, the only toilet rooms or bathing rooms provided within the facility shall not be located on the inaccessible floor. Except as provided for in Sections 1110.2.4 and 1110.2.5, at least one of each type of fixture, element, control or dispenser in each accessible toilet room and bathing room shall be accessible.
Exceptions:
1. Toilet rooms or bathing rooms accessed only through a private office, not for common or public use and intended for use by a single occupant, shall be permitted to comply with the specific exceptions in ICC A117.1.
2. This section is not applicable to toilet and bathing rooms located within dwelling units or sleeping units that are not required to be accessible by Section 1108.
3. Where multiple single-user toilet rooms or bathing rooms are clustered at a single location, at least 20 percent but not less than one room for each use at each cluster shall be accessible.
4. Where no more than one urinal is provided in a toilet room or bathing room, the urinal is not required to be accessible.
5. Toilet rooms or bathing rooms that are part of critical care or intensive care patient sleeping rooms serving Accessible units are not required to be accessible.
6. Toilet rooms or bathing rooms designed for bariatrics patients are not required to comply with the toilet room and bathing room requirement in ICC A117.1. The sleeping units served by bariatrics toilet or bathing rooms shall not count toward the required number of Accessible sleeping units.
7. Where permitted in Section 1108, in toilet rooms or bathrooms serving Accessible units, water closets designed for assisted toileting shall comply with Section 1110.2.2.
8. Where permitted in Section 1108, in bathrooms serving Accessible units, showers designed for assisted bathing shall comply with Section 1110.2.3.
9. Where toilet facilities are primarily for children’s use, required accessible water closets, toilet compartments and lavatories shall be permitted to comply with children’s provision of ICC A117.1.
1112.2 Signs identifying toilet or bathing rooms. Signs required in the Plumbing Code identifying toilet rooms and bathing rooms shall be visual characters, raised characters and braille complying with ICC A117.1. Where pictograms are provided as designations for toilet rooms and bathing rooms, the pictograms shall have visual characters, raised characters and braille complying with ICC A117.1.
1205.3.3 Court drainage. The bottom of every court shall be properly graded and drained to a public sewer or other approved disposal system complying with the plumbing code.
1208.4 Room area. Every dwelling unit shall have not less than one room that shall have not less than 120 square feet (11.2 m2) of net floor area. Sleeping units and other habitable rooms of a dwelling unit shall have a net floor area of not less than 70 square feet (6.5 m2). Bedrooms 100 square feet (9.33 m2) or less are allowed two occupants and every bedroom occupied by more than two persons shall contain not less than 50 additional square feet (4.6 m2) of floor area for each occupant thereof.
Exception: Kitchens are not required to be of a minimum floor area.
[E] 1301.1.1 Criteria. Buildings shall be designed and constructed in accordance with the 2009 International Energy Conservation Code.
[P] 1502.1 General. Design and installation of roof drainage systems shall comply with this section, Section 1611 of this code, and shall be sized and discharge in accordance with the Plumbing Code. Unless roofs are sloped to drain over roof edges, roof drains or scuppers shall be installed at each low point of the roof.
Roofs shall be sloped a minimum of 1 unit vertical in 48 units horizontal (2 percent slope) for drainage unless designed for water accumulation in accordance with Section 1611.2 Ponding instability.
Roof drainage water from a building shall not be allowed to flow over public property.
[P] 1502.2 Secondary (emergency overflow) drains or scuppers. Where roof drains are required, secondary (emergency overflow) roof drains or scuppers shall be provided where the roof perimeter construction extends above the roof in such a manner that water will be entrapped if the primary drains allow buildup for any reason. The installation and sizing of secondary emergency overflow drains, leaders, and conductors shall comply with Section 1611 of this code and the Plumbing Code.
[BG] 1511.9.5 Roof drainage. The raised-deck system, including the wall or enclosure between the roof assembly and the raised deck, shall be designed and installed to allow for the operation of the roof drainage system as required by Section 1502 and the Plumbing Code. The roof structure shall be designed to support any standing water resulting from the installation of the raised-deck system.
1601.1 Scope. The provisions of this chapter shall govern the structural design of buildings, structures, and portions thereof regulated by this code.
It shall not be the responsibility of the building official to determine engineering requirements of this code. Exclusive of conventional light-frame wood construction provisions referenced in Section 2308, the method to resist loads as referenced in this chapter is the responsibility of a structural engineer or other qualified design professional.
1612.3 Establishment of flood hazard areas. To establish flood hazard areas, the applicable governing authority shall adopt a flood hazard map and supporting data. The flood hazard map shall include, at a minimum, areas of special flood hazard as identified by the Federal Emergency Management Agency in an engineering report entitled “The Flood Insurance Study for the City of Sioux Falls” dated September 17, 1979, as amended or revised with the accompanying Flood Insurance Rate Map (FIRM) and Flood Boundary and Floodway Map (FBFM) and related supporting data along with any revisions thereto. The adopted flood hazard map and supporting data are hereby adopted by reference and declared to be part of this section. If there is a conflict between the provisions of this code and the city’s floodplain management ordinance, the provisions of Chapter 156: Floodplain Management, shall prevail.
1703.1 Approved agency. An approved agency or the design professional of record shall provide all information as necessary for the building official to determine that the agency meets the applicable requirements specified in Sections 1703.1.1 through 1703.1.3.
1704.2 Special inspections and tests. Where application is made to the building official for construction as specified in Section 105, the owner or the owner’s authorized agent, other than the contractor, shall employ one or more approved agencies to provide special inspections and tests during construction on the types of work specified in Section 1705 and identify the approved agencies to the building official. These special inspections and tests are in addition to the inspections by the building official that are identified in Section 110.
Exceptions:
1. Special inspections and tests are not required for construction of a minor nature or as warranted by conditions in the jurisdiction as approved by the building official.
2. Unless otherwise required by the building official, special inspections and tests are not required for Group U occupancies that are accessory to a residential occupancy including, but not limited to, those listed in Section 312.1.
3. Special inspections and tests are not required for portions of structures designed and constructed in accordance with the cold-formed steel light-frame construction provisions of Section 2211.1.2 or the conventional light-frame construction provisions of Section 2308.
4. The contractor is permitted to employ the approved agencies where the contractor is also the owner.
5. The frequency and amount of special inspections shall be as determined by the design professional of record. The continuous and periodic inspections referenced in Tables 1705.2.3, 1705.3, 1705.5.3, 1705.6, 1705.7, 1705.8, and 1705.13.7 are considered as guidelines.
1705.3 Concrete construction. Special inspections and tests of concrete construction shall be performed in accordance with this section and Table 1705.3.
Exception: Special inspections and tests shall not be required for:
1. Isolated spread concrete footings of buildings three stories or less above grade plane that are fully supported on earth or rock.
2. Continuous concrete footings supporting walls of buildings three stories or less above grade plane that are fully supported on earth or rock where:
2.1. The footings and foundation walls support walls of light-frame construction.
2.2. The footings are designed in accordance with Table 1809.7.
2.3. The structural design of the footing is based on a specified compressive strength, f’c, not more than 3,000 pounds per square inch (psi) (20.6 MPa), regardless of the compressive strength specified in the approved construction documents or used in the footing construction.
3. Nonstructural concrete slabs supported directly on the ground, including prestressed slabs on grade, where the effective prestress in the concrete is less than 150 psi (1.03 MPa).
4. Concrete foundation walls constructed in accordance with Table 1807.1.6.2.
5. Concrete patios, driveways, and sidewalks on grade.
[BF] 1705.18 Fire-resistant penetrations and joints. In high-rise buildings or in buildings assigned to Risk Category III or IV, special inspections for through-penetrations, membrane penetration fire-stops, fire-resistant joint systems, and perimeter fire containment systems that are tested and listed in accordance with Sections 714.4.1.2, 714.5.1.2, 715.3.1, and 715.4 shall be in accordance with Section 1705.18.1 or 1705.18.2.
1804.8 Grading permits required. No person shall excavate or grade without first obtaining a permit from the city engineer. If a building permit is not obtained, a separate grading permit must be obtained from the city engineer for each site and may cover both excavations and fills.
Exceptions:
1. A separate grading permit is not required from the city engineer where a site plan for a new building, structure, or addition is submitted for plan review where an excavation below finished grade for basements, footings, and foundations of a building, retaining wall, or other structure is authorized by a valid building permit.
2. A fill of less than 1 foot in depth and placed on natural terrain with a slope flatter than one unit vertical to five units horizontal (20 percent slope), or less than 3 feet (914 mm) in depth not intended to support structures, which does not exceed 300 cubic yards (229 m3) on any one lot and does not obstruct a drainage course.
3. Excavation, removal, or stockpiling of rock, sand, dirt, clay, or other like material as may be required by the state, county, or city authorities in connection with the construction or maintenance of roads and highways. This shall not exempt work for street construction when such work is performed by private developers. When the private developer has obtained a permit to perform site grading, a second permit will not be required for street grading.
4. When approved by the city engineer, grading in an isolated, self-contained area if there is no danger to public or private property.
5. Cemetery graves.
6. Refuse disposal sites controlled by other regulations.
7. Excavations for wells, tunnels, or utilities.
8. Mining, quarrying, excavating, processing, or stockpiling of rock, sand, gravel, aggregate, or clay where established and provided for by law, provided such operations do not affect the lateral support or increase the stresses in or pressure upon any adjacent or contiguous property.
9. Exploratory excavations under the direction of soils engineers or engineering geologists.
10. An excavation that (1) is less than 2 feet (610 mm) in depth; or (2) does not create a cut slope of less than 5 feet (1,524 mm) in height and steeper than 1 unit vertical in 1 1/2 units horizontal (66.7 percent slope).
Exemptions from the permit requirements of this chapter shall not be deemed to grant authorization for any work to be done in any manner in violation of the provisions of this chapter or any other laws or ordinances of this jurisdiction.
1804.8.1 Grading permit requirements. Grading shall be performed in accordance with a grading plan approved by the city engineer. Submitted plans shall indicate existing elevations, proposed elevations, method of erosion control, and shall include the legal description.
1806.2 Presumptive load-bearing values. The load-bearing values used in design for supporting soils and rock near the surface shall not exceed the values specified in Table 1806.2 unless data to substantiate the use of higher values are submitted and approved. Where the building official has reason to doubt the classification, strength, or compressibility of the soil or rock, the requirements of Section 1803.5.2 shall be satisfied.
Presumptive load-bearing values shall apply to materials with similar physical and engineering characteristics and dispositions. Where a presumed soil-bearing capacity is in excess of 3,000 psf (471 kPa/m), data to substantiate the use of the presumed higher value must be submitted from a soils engineer for approval from the building official. Mud, organic silt, organic clays, peat, or unprepared fill shall not be assumed to have a presumptive load-bearing capacity unless data to substantiate the use of such a value are submitted.
Exception: A presumptive load-bearing capacity shall be permitted to be used where the building official deems the load-bearing capacity of mud, organic silt, or unprepared fill is adequate for the support of lightweight or temporary structures.
1809.5 Frost protection. Except where otherwise protected from frost, foundations and other permanent supports of buildings and structures shall be protected from frost by one or more of the following methods:
1. Extending below the frost line of the locality.
2. Constructing in accordance with ASCE 32.
3. Erecting on solid rock.
Exception: Free-standing buildings meeting all of the following conditions shall not be required to be protected:
1. Assigned to Risk Category I or II.
2. Area of 1,500 square feet (139 m2) or less for light frame construction or 400 square feet (37 m2) or less for other than light-frame construction.
3. Eave height of 10 feet (3,048 mm) or less.
Shallow foundations shall not bear on frozen soil unless such frozen condition is of a permanent character.
[P] 2901.1 Scope. The provisions of this chapter and the Plumbing Code shall govern the design, construction, erection, and installation of plumbing components, appliances, equipment, and systems used in buildings and structures covered by this code. Toilet and bathing rooms shall be constructed in accordance with Section 1209. Private sewage disposal systems shall conform to the Plumbing Code. The International Fire Code, the International Property Maintenance Code and the Plumbing Code shall govern the use and maintenance of plumbing components, appliances, equipment, and systems. The International Existing Building Code and the Plumbing Code shall govern the alteration, repair, relocation, replacement, and addition of plumbing components, appliances, equipment, and systems.
[P] Table 2902.1
Minimum Number of Required Plumbing Fixturesa
(See Sections 2902.1.1 and 2902.2)
a. The fixtures shown are based on one fixture being the minimum required for the number of persons indicated or any fraction of the number of persons indicated. The number of occupants shall be determined by this code.
b. Toilet facilities for employees shall be separate from facilities for inmates or care recipients.
c. A single-occupant toilet room with one water closet and one lavatory serving not more than two adjacent patient sleeping units shall be permitted, provided that each patient sleeping unit has direct access to the toilet room and provisions for privacy for the toilet room user are provided.
d. The occupant load for seasonal outdoor seating and entertainment areas shall be included when determining the minimum number of facilities required.
e. For business and mercantile classifications with an occupant load of 25 or fewer, a service sink shall not be required.
f. The required number and type of plumbing fixtures for outdoor swimming pools shall be in accordance with Section 609 of the International Swimming Pool and Spa Code.
2902.1.4 Substitution for water closets. In a toilet room or bathroom, urinals shall not be substituted for more than 67 percent of the required water closets.
2902.1.5 Drinking fountains. Where water is served in restaurants or where bottled water is served in other occupancies, drinking fountains shall not be required. Drinking fountains shall not be installed in public restrooms.
[P] 2902.2 Separate facilities. Where plumbing fixtures are required, separate facilities shall be provided for each sex.
Exceptions:

1. Separate facilities shall not be required for dwelling units and sleeping units.
2. Separate facilities shall not be required in structures or tenant spaces with a total occupant load, including both employees and customers, of 15 or fewer.
3. Separate facilities shall not be required in mercantile occupancies in which the maximum occupant load is 100 or fewer.
4. Separate facilities shall not be required in business or storage occupancies in which the maximum occupant load is 25 or fewer.
5. Separate facilities shall not be required to be designated by sex where single-user toilets rooms are provided in accordance with Section 2902.1.2.
6. Separate toilet facilities shall not be required where rooms having both water closets and lavatory fixtures are designed for use by all persons regardless of sex and privacy is provided for water closets in accordance with Section 2903.1.4 and for urinals in accordance with Section 2903.1.5.
[P] 2902.3 Employee and public toilet facilities. For structures and tenant spaces intended for public utilization, customers, patrons and visitors shall be provided with public toilet facilities. Employees associated with structures and tenant spaces shall be provided with toilet facilities. The number of plumbing fixtures located within the required toilet facilities shall be provided in accordance with Section 2902 for all users. Employee toilet facilities shall be either separate or combined employee and public toilet facilities.
Exception: Public toilet facilities shall not be required for:
1. Parking garages where operated without parking attendants.
2. Structures and tenant spaces intended for quick transactions, including takeout, pickup and drop-off, having a public access area less than or equal to 300 square feet (28 m2).
3. Self-service storage buildings where the access to the storage units is from the exterior only.
[P] 2902.6 Small occupancies. Drinking fountains and service sinks shall not be required for an occupant load of 25 or fewer.
2903.1.4 Water closet compartment. Each water closet utilized by the public or employees shall occupy a separate compartment with walls or partitions and a door enclosing the fixtures to ensure privacy.
Exceptions:
1. Water closet compartments shall not be required in a single-occupant toilet room with a lockable door.
2. Toilet facilities located in child day care facilities and containing two or more water closets shall be permitted to have one water closet without an enclosing compartment.
3. This provision is not applicable to toilet areas located within Group I-3 housing areas.
2903.1.5 Urinal partitions. Each urinal utilized by the public or employees shall occupy a separate area with walls or partitions to provide privacy. The horizontal dimension between walls or partitions at each urinal shall be not less than 30 inches (762 mm). The walls or partitions shall begin at a height not greater than 12 inches (305 mm) from and extend not less than 60 inches (1,524 mm) above the finished floor surface. The walls or partitions shall extend from the wall surface at each side of the urinal not less than 18 inches (457 mm) or to a point not less than 6 inches (152 mm) beyond the outermost front lip of the urinal measured from the finished backwall surface, whichever is greater.
Exceptions:
1. Urinal partitions shall not be required in a single occupant or family/assisted-use toilet room with a lockable door.
2. Toilet facilities located in child day care facilities and containing two or more urinals shall be permitted to have one urinal without partitions.
3101.1.1 Conformance. Temporary structures and uses shall conform to the structural strength, fire safety, means of egress, accessibility, light, ventilation, and sanitary requirements of this code as necessary to ensure public health, safety and general welfare. Temporary structures erected from May 1 through October 27 shall be exempt from snow load provisions.
3111.2 Solar thermal systems. Solar thermal systems shall be designed and installed in accordance with this section, the International Mechanical Code, and the International Fire Code. Where light-transmitting plastic covers are used, solar thermal collectors shall be designed in accordance with Section 2606.12.
Section 3115 Prefabricated construction.
3115.1 General.
3115.1.1 Purpose. The purpose of this section is to regulate materials and establish methods of safe construction where any structure or portion thereof is wholly or partially prefabricated.
3115.1.2 Scope. Unless otherwise specifically stated in this section, all prefabricated construction and materials used therein shall conform to all the requirements of this code.
3115.1.3 Definitions.
Prefabricated assembly is a structural unit, the integral parts of which have been built or assembled prior to incorporation in the building.
Prefabricated structures are structures, the parts of which are fabricated and assembled in a central assembly point, where on-site building, electrical, plumbing, and mechanical rough-in inspections occur at the assembly location.
3115.2 Tests of materials. Every approval of a material not specifically mentioned in this code shall incorporate as a proviso the kind and number of nationally recognized tests to be made.
3115.3 Tests of assemblies. The building official may require special tests to be made on assemblies to determine their durability and weather resistance.
3115.4 Connections. Every device used to connect prefabricated assemblies shall be designed as required by this code and shall be capable of developing the strength of the members connected, except in the case of members forming part of a structural frame as specified in Chapter 16. Connections shall be capable of withstanding uplift forces as specified in this code and in Chapter 16.
3115.5 Pipes and conduits. In structural design, due allowance shall be made for any material to be removed for the installation of pipes, conduit, and other equipment.
3115.6 Permits, materials, plans, fees, certificate, and inspections.
3115.6.1 Materials. Materials and the assembly thereof shall be inspected to determine compliance with this code. Every material shall be graded, marked, or labeled as required elsewhere in this code.
3115.6.2 Plans. One complete set of plans and specifications shall be submitted to the building inspection division of planning and development services for approval prior to issuing a building permit for a prefabricated structure. Plans shall be of sufficient detail and clarity to indicate compliance with all applicable codes (electrical, plumbing, building, mechanical, and zoning).
3115.6.3 Permits and fees. Permit fees shall be as follows:
1. The fee for a building permit shall conform to Tables 1-A and 1-B, and the plan review fee, if applicable, shall be in accordance with Table 1-C.
2. Electrical, plumbing, and mechanical permits and fees shall conform to the respective permit requirements and fee schedules.
3115.6.4 Certificate. A certificate of approval shall be furnished with every prefabricated assembly and prefabricated structure, except where the assembly is readily accessible to inspection at the site. The certificate of approval shall certify that the assembly in question has been inspected and meets all the requirements of this code. When mechanical equipment is installed so that it cannot be inspected at the site, the certificate of approval shall certify that such equipment complies with the laws applying thereto.
3115.6.5 Certifying agency. To be acceptable under this code, every certificate of approval shall be made by the approved agency.
3115.6.6 Field erection. The building official shall inspect placement of prefabricated assemblies at the building site to determine compliance with this code. Installation and finishing work at the building site must be performed by locally licensed contractors where required. Final inspections are to be made after the installation and finishing work has been completed and the building is ready for occupancy.
3115.6.7 Continuous inspection. If continuous inspection is required for certain materials where construction takes place on the site, it shall also be required where the same materials are used in prefabricated construction.
Exception: Continuous inspection will not be required during prefabrication if the approved agency certifies to the construction and furnishes evidence of compliance.
3115.6.8 Moving permits. A moving permit shall be obtained for each prefabricated structure being moved within the city in accordance with Section 3404 Moved Buildings. No person except a building mover licensed pursuant to subsection 3404.2 of Section 150.017 of the Code of Ordinances of Sioux Falls shall move a prefabricated structure or part thereof across, along, or over public property.
3303.1 Construction documents. No person shall demolish or wreck a building or structure without first obtaining a razing permit. Permit fees shall be paid in accordance with Item 5 of Table 1-C. Construction documents and a schedule for demolition shall be submitted where required by the building official. Where such information is required, work shall not be done until such construction documents or schedule, or both, are approved. The applicant shall secure insurance covering any possible liability that could incur during demolition.
3303.6 Utility connections. Service utility connections shall be discontinued and capped in accordance with the approved rules and the requirements of the applicable governing authority.
Before a razing permit can be issued, the applicant must furnish approval from the city engineering division that applicable permits have been secured to ensure that all utilities will be properly disconnected and inspected as per city engineer’s specifications. The applicant shall be responsible for notifying other utilities of such anticipated demolition.
Date adopted: 09/15/26 .
Christine Erickson, Mayor
ATTEST:
Jermery J. Washington, City Clerk
Published once on Sept. 18, 2026, at the approximate cost of $1,232.37, and may be viewed free of charge at www.sdpublicnotices.com or TheDakotaScout.com.

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PUBLISH: Sept. 18, 2026


MINUTES
City Council Meeting
Tuesday, September 15, 2026, at 6:00 PM
Carnegie Town Hall, 235 West 10th St., Sioux Falls, South Dakota 57104
CALL TO ORDER
1. MEETING ROLL CALL
Present: Council Member Ryan Spellerberg, Council Member Richard L. Thomason, Council Member Miranda Basye, Council Member Rich Merkouris, Council Member Zak Okuwe, Council Member James Oppenheimer, Council Member Jennifer Sigette, Mayor Christine Erickson
Absent: Council Member Sara Pankonin
2. INVOCATION
• The Rev. Dr. Christina O’Hara, Rector of the Episcopal Church of the Good Shepherd
3. PLEDGE OF ALLEGIANCE
CONSENT AGENDA
4. APPROVAL OF THE CONSENT AGENDA
A motion was made by Council Member Basye and seconded by Council Member Merkouris to approve the Consent Agenda.
Roll call vote to approve. 7 Yes: Spellerberg, Thomason, Basye, Merkouris, Okuwe, Oppenheimer, Sigette; 0 No: (None). Motion Passed.
5. APPROVAL OF MINUTES
• Informational Meeting of Tuesday, September 8, 2026
• City Council Meeting of Tuesday, September 8, 2026
COMMUNICATIONS
6. Approval of contracts/agreements over $100K on the memorandum dated September 11, 2026.
7. Approval of a request pursuant to SDCL 35-1-5.5 from Breanna Bethke to consume, but not sell, alcoholic beverages at the History Club, 758 S. Phillips Ave., on September 18, 2026.
8. Approval of surplus property disposition on the memorandum dated August 31, 2026.
APPLICATIONS
9. Special One-Day Malt Beverage Licenses for Sodexo America LLC to be operated at the Kirkeby-Over Stadium, 2700 South Lake Avenue, for football games on September 19, October 3, 24 and November 14, 2026.
10. Special One-Day Liquor License for T Slat Inc., to be operated at Canfield, 402 West 9th Street, for a birthday party on September 17, 2026.
11. Special One-Day Liquor License for T Slat Inc., to be operated at Montgomery’s Furniture, 1725 West 41st Street, for a board meeting on September 17, 2026.
12. Special One-Day Liquor License for T Slat Inc., to be operated at Cherapa Interconnect, 300 North Cherapa Place, for a meeting on September 25, 2026.
13. Special One-Day Liquor License for T Slat Inc., to be operated at the Mary Jo Wegner Arboretum, 1900 South Perry Place, for a wedding on September 26, 2026.
14. Special One-Day Liquor License for T Slat Inc., to be operated at CorTrust Bank, 1315 South Minnesota Avenue, for a ribbon cutting on October 1, 2026,
15. Special One-Day Liquor License for T Slat Inc., to be operated at Mosaic, 500 North Main Avenue, for a wedding on October 3, 2026.
16. Special One-Day Liquor Licenses for Someday Care & Doghouse Bar LLC, to be operated at The Social, 301 South Thompson Avenue, for events on October 3, 9, 17, 21, November 7 and 20, 2026.
NOTICE OF HEARINGS
17. Set a date of hearing for Tuesday, October 6, 2026. Transfer of 2026 Package Liquor License from Lewis Drugs Inc., 1301 East 10th Street, to Sanford Medical Center, 1301 East 10th Street.
18. Set a date of hearing for Tuesday, October 6, 2026. Transfer of 2026 Package Liquor License from Lewis Drugs Inc., 136 South Phillips Avenue, to Sanford Medical Center, 136 South Phillips Avenue.
19. Set a date of hearing for Tuesday, October 6, 2026. Transfer of 2026 Package Liquor License from Lewis Drugs Inc., 2901 South Minnesota Avenue, to Sanford Medical Center, 2901 South Minnesota Avenue.
20. Set a date of hearing for Tuesday, October 6, 2026. Transfer of 2026 Package Liquor License from Lewis Drugs Inc., 2700 West 12th Street, to Sanford Medical Center, 2700 West 12th Street.
21. Set a date of hearing for Tuesday, October 6, 2026. Transfer of 2026 Package Liquor License from Lewis Drugs Inc., 5500 West 41st Street, to Sanford Medical Center, 5500 West 41st Street.
22. Set a date of hearing for Tuesday, October 6, 2026. Transfer of 2026 Package Liquor License from Lewis Drugs Inc., 4409 East 26th Street, to Sanford Medical Center, 4409 East 26th Street.
23. Set a date of hearing for Tuesday, October 6, 2026. Transfer of 2026 Package Liquor License from Lewis Drugs Inc., 6109 South Louise Avenue, to Sanford Medical Center, 6109 South Louise Avenue.
24. Set a date of hearing for Tuesday, October 6, 2026. Transfer of 2026 Package Liquor License from Lewis Drugs Inc., 2525 South Ellis Road, to Sanford Medical Center, 2525 South Ellis Road.
25. Set a date of hearing for Tuesday, October 6, 2026. Transfer of 2026 Package Liquor License from Lewis Drugs Inc., 5830 East Madison Street, to Sanford Medical Center, 5830 East Madison Street.
26. Set a date of hearing for Tuesday, October 6, 2026. Transfer of 2026 Retail Wine License from David Napolitano, 6219 South Western Avenue, to Breadico LLC, 6219 South Western Avenue.
27. Set a date of hearing for Tuesday, October 6, 2026. Special One-Day Liquor Licenses for Augustana University Association to be operated at the Midco Arena, 2510 South Grange Avenue, for hockey games on October 9, 15, 30, 31, November 13, 14, December 4, 5, 18, 19, 2026, January 8, 9 22, 23, February 12, 13, 26 & 27, 2027.
28. Set a date of hearing for Tuesday, October 6, 2026. Special One-Day Liquor License for Augustana University Association to be operated at the Midco Arena, 2510 South Grange Avenue and on Grange Avenue from 33rd to Elmen Drive, for a hockey game and hockey block party on October 10, 2026.
29. Set a date of hearing for Tuesday, October 6, 2026. Special One-Day Liquor License for Augustana University Association to be operated at the Midco Arena, 2510 South Grange Avenue, for an alumni event on October 24, 2026.
REGULAR AGENDA
30. APPROVAL OF THE REGULAR AGENDA
A motion was made by Council Member Basye and seconded by Council Member Spellerberg to approve the Regular Agenda.
Roll call vote to approve. 7 Yes: Spellerberg, Thomason, Basye, Merkouris, Okuwe, Oppenheimer, Sigette; 0 No: (None). Motion Passed.
UNFINISHED BUSINESS
31. New 2026-27 Retail Malt Beverage License and New 2026 Retail Wine License for Mi Ranchito #1 Corporation, 5309 West 41st Street.
32. New 2026-27 Retail Malt Beverage License and New 2026 Retail Wine License for Ocean Buffet Inc., 2600 South Louise Avenue.
33. Special One-Day Malt Beverage License for the Perpetual Adoration Sisters of the Blessed Sacrament, 707 West 4th Street, for an event on October 4 2026.
A motion was made by Council Member Spellerberg and seconded by Council Member Sigette to approve Items 31 through 33.
Roll call vote to approve. 7 Yes: Spellerberg, Thomason, Basye, Merkouris, Okuwe, Oppenheimer, Sigette; 0 No: (None). Motion Passed.
INTRODUCTION AND ADOPTION OF ORDINANCES
ORDINANCE SECOND READINGS
34. 2nd Reading: AN ORDINANCE OF THE CITY OF SIOUX FALLS, SD, AMENDING THE CODE OF ORDINANCES OF THE CITY BY ADOPTING THE 2024 INTERNATIONAL FIRE CODE AND AMENDMENTS.
Sponsor: Mayor
A motion was made by Council Member Sigette and seconded by Council Member Oppenheimer to adopt Ordinance No. 71-26.
Roll call vote to adopt. 7 Yes: Spellerberg, Thomason, Basye, Merkouris, Okuwe, Oppenheimer, Sigette; 0 No: (None). Motion Passed.
35. 2nd Reading: AN ORDINANCE OF THE CITY OF SIOUX FALLS, SD, AMENDING THE CODE OF ORDINANCES OF THE CITY BY AMENDING CHAPTER 150: BUILDING, SUBCHAPTER PROPERTY MAINTENANCE CODE, BY ADOPTING THE 2024 INTERNATIONAL PROPERTY MAINTENANCE CODE AND AMENDMENTS THERETO.
Sponsor: Mayor
A motion was made by Council Member Merkouris and seconded by Council Member Spellerberg to adopt Ordinance No. 72-26.
Roll call vote to adopt. 7 Yes: Spellerberg, Thomason, Basye, Merkouris, Okuwe, Oppenheimer, Sigette; 0 No: (None). Motion Passed.
36. 2nd Reading: AN ORDINANCE OF THE CITY OF SIOUX FALLS, SD, AMENDING THE CODE OF ORDINANCES OF THE CITY BY AMENDING CHAPTER 150: BUILDING, SUBCHAPTER SWIMMING POOL AND SPA CODE, BY ADOPTING THE 2024 INTERNATIONAL SWIMMING POOL AND SPA CODE AND AMENDMENTS THERETO.
Sponsor: Mayor
A motion was made by Council Member Thomason and seconded by Council Member Sigette to adopt Ordinance No. 73-26.
Roll call vote to adopt. 7 Yes: Spellerberg, Thomason, Basye, Merkouris, Okuwe, Oppenheimer, Sigette; 0 No: (None). Motion Passed.
37. 2nd Reading: AN ORDINANCE OF THE CITY OF SIOUX FALLS, SD, AMENDING THE CODE OF ORDINANCES OF THE CITY BY AMENDING CHAPTER 150: BUILDING, SUBCHAPTER BUILDING CODE, BY ADOPTING THE 2024 INTERNATIONAL RESIDENTIAL CODE AND AMENDMENTS THERETO.
Sponsor: Mayor
A motion was made by Council Member Spellerberg and seconded by Council Member Thomason to adopt Ordinance No. 74-26.
Roll call vote to adopt. 7 Yes: Spellerberg, Thomason, Basye, Merkouris, Okuwe, Oppenheimer, Sigette; 0 No: (None). Motion Passed.
38. 2nd Reading: AN ORDINANCE OF THE CITY OF SIOUX FALLS, SD, AMENDING THE CODE OF ORDINANCES OF THE CITY BY AMENDING CHAPTER 150: BUILDING, SUBCHAPTER MECHANICAL AND FUEL GAS CODE, BY ADOPTING THE 2024 INTERNATIONAL MECHANICAL AND FUEL GAS CODE AND AMENDMENTS THERETO.
Sponsor: Mayor
A motion was made by Council Member Sigette and seconded by Council Member Okuwe to adopt Ordinance No. 75-26.
Roll call vote to adopt. 7 Yes: Spellerberg, Thomason, Basye, Merkouris, Okuwe, Oppenheimer, Sigette; 0 No: (None). Motion Passed.
39. 2nd Reading: AN ORDINANCE OF THE CITY OF SIOUX FALLS, SD, AMENDING THE CODE OF ORDINANCES OF THE CITY BY AMENDING CHAPTER 150: BUILDING, SUBCHAPTER EXISTING BUILDING CODE, BY ADOPTING THE 2024 INTERNATIONAL EXISTING BUILDING CODE AND AMENDMENTS THERETO.
Sponsor: Mayor
A motion was made by Council Member Basye and seconded by Council Member Spellerberg to adopt Ordinance No. 76-26.
Roll call vote to adopt. 7 Yes: Spellerberg, Thomason, Basye, Merkouris, Okuwe, Oppenheimer, Sigette; 0 No: (None). Motion Passed.
40. 2nd Reading: AN ORDINANCE OF THE CITY OF SIOUX FALLS, SD, AMENDING THE CODE OF ORDINANCES OF THE CITY BY AMENDING CHAPTER 150: BUILDING, SUBCHAPTER BUILDING CODE, BY ADOPTING THE 2024 INTERNATIONAL BUILDING CODE AND AMENDMENTS THERETO.
Sponsor: Mayor
A motion was made by Council Member Spellerberg and seconded by Council Member Basye to adopt Ordinance No. 77-26.
Roll call vote to adopt. 7 Yes: Spellerberg, Thomason, Basye, Merkouris, Okuwe, Oppenheimer, Sigette; 0 No: (None). Motion Passed.
ORDINANCE FIRST READINGS
41. 1st Reading: AN ORDINANCE OF THE CITY OF SIOUX FALLS, SD, REZONING PROPERTY LOCATED NORTH OF E. 57TH ST. AND WEST OF S. SIX MILE RD. FROM THE RD 2 TOWNHOME RESIDENTIAL—SUBURBAN, RA-1 APARTMENT RESIDENTIAL—LOW DENSITY, RA-3 APARTMENT RESIDENTIAL—HIGH DENSITY, AND C-3 COMMERCIAL—COMMUNITY DISTRICTS TO THE CN CONSERVATION, RA 1 APARTMENT RESIDENTIAL—LOW DENSITY, AND RA-3 APARTMENT RESIDENTIAL—HIGH DENSITY DISTRICTS, NO. 023373 2026, AND AMENDING THE OFFICIAL ZONING MAP OF THE CITY OF SIOUX FALLS. The Planning Commission recommends approval (6-0).
Private Applicant(s): Signature Companies – Rob Rhody
A motion was made by Council Member Okuwe and seconded by Council Member Sigette to set a date of 2nd Reading for Tuesday, October 6, 2026 for Item 41.
Roll call vote to set a date of 2nd Reading. 7 Yes: Spellerberg, Thomason, Basye, Merkouris, Okuwe, Oppenheimer, Sigette; 0 No: (None). Motion Passed.
42. 1st Reading: AN ORDINANCE OF THE CITY OF SIOUX FALLS, SD, REZONING PROPERTY LOCATED SOUTH OF W. 41ST ST. AND WEST OF S. ELLIS RD. FROM THE C 3 COMMERCIAL—COMMUNITY DISTRICT TO THE RA-3 APARTMENT RESIDENTIAL—HIGH DENSITY DISTRICT, NO. 023414 2026, AND AMENDING THE OFFICIAL ZONING MAP OF THE CITY OF SIOUX FALLS. The Planning Commission recommends approval (6-0).
Private Applicant(s): Lloyd Construction Company – Luke Jessen
A motion was made by Council Member Sigette and seconded by Council Member Oppenheimer to set a date of 2nd Reading for Tuesday, October 6, 2026 for Item 42.
Roll call vote to set a date of 2nd Reading. 6 Yes: Thomason, Basye, Merkouris, Okuwe, Oppenheimer, Sigette; 0 No: (None). Motion Passed. Spellerberg was excused from the meeting and the vote on this item pursuant to City Ordinance 30.017.
43. 1st Reading: AN ORDINANCE OF THE CITY OF SIOUX FALLS, SD, REZONING PROPERTY LOCATED AT 904 W. BAILEY ST. FROM THE RA-2 APARTMENT RESIDENTIAL—MODERATE DENSITY DISTRICT TO THE C-3 COMMERCIAL—COMMUNITY DISTRICT, NO. 023434 2026, AND AMENDING THE OFFICIAL ZONING MAP OF THE CITY OF SIOUX FALLS. The Planning Commission recommends approval (6-0).
Private Applicant(s): Jake Properties, LLP – Garry Jacobson
A motion was made by Council Member Basye and seconded by Council Member Spellerberg to set a date of 2nd Reading for Tuesday, October 6, 2026 for Item 43.
Roll call vote to set a date of 2nd Reading. 7 Yes: Spellerberg, Thomason, Basye, Merkouris, Okuwe, Oppenheimer, Sigette; 0 No: (None). Motion Passed.
HEARINGS AND RESOLUTIONS
44. Deferred from the Meeting of Tuesday, September 1, 2026; A RESOLUTION OF THE CITY OF SIOUX FALLS APPROVING THE PRELIMINARY PLAN OF PRAIRIE SKY ADDITION. The Planning Commission recommends approval (5-0).
Private Applicant(s): Nielson Development, LLC – Sandy Wolfswinkel
A motion was made by Council Member Sigette and seconded by Council Member Spellerberg to adopt Resolution No. 109-26.
Roll call vote to adopt. 7 Yes: Spellerberg, Thomason, Basye, Merkouris, Okuwe, Oppenheimer, Sigette; 0 No: (None). Motion Passed.
RESOLUTION NO. 109-26
A RESOLUTION OF THE CITY OF SIOUX FALLS APPROVING THE PRELIMINARY PLAN OF PRAIRIE SKY ADDITION.
BE IT RESOLVED BY THE CITY OF SIOUX FALLS, SD:
That the preliminary plan of Prairie Sky expansion to the City of Sioux Falls, Minnehaha County, SD, is hereby approved, and the City Clerk of the City of Sioux Falls is hereby directed to endorse on such plan a copy of this resolution and certify the same thereon.
Date adopted: 09/15/26 .
Christine Erickson, Mayor
ATTEST:
Jermery J. Washington, City Clerk
45. Deferred from the meeting of Tuesday, September 8, 2026; A RESOLUTION INCLUDING CERTAIN CONTIGUOUS TERRITORY WITHIN THE CORPORATE LIMITS OF THE CITY OF SIOUX FALLS, SOUTH DAKOTA. ANNEXATION 023501-2026—7005 Mystic Drive Annexation.
Sponsor: Mayor
A motion was made by Council Member Spellerberg and seconded by Council Member Basye to withdraw Item 45.
Roll call vote to withdraw. 7 Yes: Spellerberg, Thomason, Basye, Merkouris, Okuwe, Oppenheimer, Sigette; 0 No: (None). Motion Passed.
46. A RESOLUTION INCLUDING CERTAIN CONTIGUOUS TERRITORY WITHIN THE CORPORATE LIMITS OF THE CITY OF SIOUX FALLS, SOUTH DAKOTA. ANNEXATION 023320-2026—1005 S. Six Mile Road Annexation
Sponsor: Mayor
A motion was made by Council Member Basye and seconded by Council Member Merkouris to adopt Resolution No. 104-26.
Roll call vote to adopt. 7 Yes: Spellerberg, Thomason, Basye, Merkouris, Okuwe, Oppenheimer, Sigette; 0 No: (None). Motion Passed.
RESOLUTION NO. 104-26
ANNEXATION 023320-2026—1005 S. Six Mile Road Annexation
A RESOLUTION INCLUDING CERTAIN CONTIGUOUS TERRITORY WITHIN THE CORPORATE LIMITS OF THE CITY OF SIOUX FALLS, SOUTH DAKOTA.
WHEREAS, there has been presented to the City Council of the City of Sioux Falls and filed with the City Clerk, a Petition in writing signed by the owners and otherwise in compliance with the provisions of SDCL Chapter 9-4, requesting that the territory hereinafter described be included within the municipality;
WHEREAS, there has been an analysis completed in regard to the territory hereinafter described, and it has been found that:
1. The property has been properly described and is contiguous to the current city limits.
2. The proposed land uses and densities are generally consistent with the Shape Sioux Falls 2050 Comprehensive Plan.
3. There will be access to the property on S. Six Mile Road.
4. Property is adjacent to City water for connection.
5. Property can be served by sanitary sewer adjacent to the parcel.
NOW, THEREFORE, BE IT RESOLVED BY THE CITY OF SIOUX FALLS, SD:
That the following described properties are and the same hereby are included within the corporate limits of the city of Sioux Falls, Minnehaha County, and the boundary of the city is hereby extended to include such territory:
Lots 3, 4, 5, and 6 of Block 3 (excluding Lot A and Lots H-1 and H-2) of Pleasant View Acres in the N 1/2 of the SE 1/4 and the S 1/2 of the NE 1/4 of Section 19, Township 101 North, Range 48 West, and including adjacent unannexed South Six Mile Road Right-of-Way, all in Minnehaha County, South Dakota
And that the City Clerk shall cause to be filed with the Register of Deeds, Minnehaha County, South Dakota, a duly certified transcript of this resolution.
Date adopted: 09/15/26 .
Christine Erickson, Mayor
ATTEST:
Jermery J. Washington, City Clerk
47. A RESOLUTION TO AMEND THE AGREEMENT WITH THE LINK AND CONTRIBUTORY MEMBERS.
Sponsor: Mayor
A motion was made by Council Member Spellerberg and seconded by Council Member Basye to adopt Resolution No. 105-26.
Roll call vote to adopt. 7 Yes: Spellerberg, Thomason, Basye, Merkouris, Okuwe, Oppenheimer, Sigette; 0 No: (None). Motion Passed.
RESOLUTION NO. 105-26
A RESOLUTION TO AMEND THE AGREEMENT WITH THE LINK AND CONTRIBUTORY MEMBERS.
WHEREAS, an Agreement was made between Sanford Medical Center, 1305 W. 18th Street, Sioux Falls, South Dakota 57117 (“Sanford”); Avera McKennan Hospital & University Center, 1325 S. Cliff Avenue, P.O. Box 5045, Sioux Falls, South Dakota 57117-5045 (“Avera”); the City of Sioux Falls, 224 W. 9th Street, Sioux Falls, South Dakota 57104 (“City”); and Minnehaha County, South Dakota, 415 N. Dakota Avenue, Sioux Falls, South Dakota 57104 (“County”) (individually a “Participant” and collectively the “Participants”); and The Link (“Triage”), a South Dakota nonprofit corporation. The Participants and Triage shall be collectively referred to herein as the “Parties”; and
WHEREAS, the Parties agree to amend the Agreement dated August 1, 2023, and filed as City Agreement No. 23-4068; and
WHEREAS, the Participants agree to provide funding as set out in the amended agreement attached below;
NOW, THEREFORE, BE IT RESOLVED BY THE CITY OF SIOUX FALLS, SD:
That the document attached to and part of this resolution entitled “Amendment No. 1 Joint Participation Agreement” is hereby approved.
Date adopted: 09/15/26 .
Christine Erickson, Mayor
ATTEST:
Jermery J. Washington, City Clerk
48. A RESOLUTION APPROVING THE RELEASE OF A PERMANENT DRAINAGE EASEMENT LOCATED WITHIN LOTS 8A, 8B, 8C, 8D, AND 9 IN BLOCK 2 OF DAKOTA PRAIRIE EAST ADDITION TO THE CITY OF SIOUX FALLS, LINCOLN COUNTY, SD, AS SHOWN ON EXHIBIT A.
Private Applicant(s): Infrastructure Design Group on behalf of Black Dog, LLC
A motion was made by Council Member Basye and seconded by Council Member Oppenheimer to adopt Resolution No. 106-26.
Roll call vote to adopt. 7 Yes: Spellerberg, Thomason, Basye, Merkouris, Okuwe, Oppenheimer, Sigette; 0 No: (None). Motion Passed.
RESOLUTION NO. 106-26
A RESOLUTION APPROVING THE RELEASE OF A PERMANENT DRAINAGE EASEMENT LOCATED WITHIN LOTS 8A, 8B, 8C, 8D, AND 9 IN BLOCK 2 OF DAKOTA PRAIRIE EAST ADDITION TO THE CITY OF SIOUX FALLS, LINCOLN COUNTY, SD, AS SHOWN ON EXHIBIT A.
WHEREAS, the City of Sioux Falls, SD, no longer needs the public drainage easement across the above-described real property, as shown on Exhibit A. Signed approvals from all public and private utilities are on file with the office of the City Engineer; and
WHEREAS, the public drainage easement was established by plat and filed in Book 20 of Plats on page 27 in the office of the Register of Deeds for Minnehaha County, SD, on March 4, 2026;
NOW, THEREFORE, BE IT RESOLVED BY THE CITY OF SIOUX FALLS, SD:
That it approves the release of the public drainage easement, as shown on attached Exhibit A, and affecting the real property described as Lots 8A, 8B, 8C, 8D, and 9 in Block 2 of Dakota Prairie East Addition to the City of Sioux Falls, Lincoln County, SD, and that the City Clerk shall cause to be recorded with the Register of Deeds, Lincoln County, SD, a duly certified transcript of this resolution.
Date adopted: 09/15/26 .
Christine Erickson, Mayor
ATTEST:
Jermery J. Washington, City Clerk
49. A RESOLUTION APPROVING THE RELEASE OF A PUBLIC WATER MAIN EASEMENT LOCATED WITHIN LOT 3 OF ELLIS CROSSING SOUTH ADDITION TO THE CITY OF SIOUX FALLS, MINNEHAHA COUNTY, SD, AS SHOWN ON EXHIBIT A.
Private Applicant(s): Norman Engineering on behalf of Lloyd Companies
A motion was made by Council Member Sigette and seconded by Council Member Okuwe to adopt Resolution No. 107-26.
Roll call vote to adopt. 7 Yes: Spellerberg, Thomason, Basye, Merkouris, Okuwe, Oppenheimer, Sigette; 0 No: (None). Motion Passed.
RESOLUTION NO. 107-26
A RESOLUTION APPROVING THE RELEASE OF A PUBLIC WATER MAIN EASEMENT LOCATED WITHIN LOT 3 OF ELLIS CROSSING SOUTH ADDITION TO THE CITY OF SIOUX FALLS, MINNEHAHA COUNTY, SD, AS SHOWN ON EXHIBIT A.
WHEREAS, the City of Sioux Falls, SD, no longer needs the public water main easement across the above-described real property, as shown on Exhibit A. Signed approvals from all public and private utilities are on file with the office of the City Engineer; and
WHEREAS, the public water main easement was established by plat and filed in Book 88 of Plats on page 183 in the office of the Register of Deeds for Minnehaha County, SD, on August 7, 2026;
NOW, THEREFORE, BE IT RESOLVED BY THE CITY OF SIOUX FALLS, SD:
That it approves the release of the public water main easement, as shown on attached Exhibit A, and affecting the real property described as Lot 3 of Ellis Crossing South Addition to the City of Sioux Falls, Minnehaha County, SD, and that the City Clerk shall cause to be recorded with the Register of Deeds, Minnehaha County, SD, a duly certified transcript of this resolution.
Date adopted: 09/15/26 .
Christine Erickson, Mayor
ATTEST:
Jermery J. Washington, City Clerk
50. A RESOLUTION ADVISING AND GIVING CONSENT TO THE APPOINTMENT OF MEMBERS TO THE SOUTH EASTERN COUNCIL OF GOVERNMENTS (SECOG) BOARD OF DIRECTORS AND URBANIZED DEVELOPMENT COMMISSION (UDC).
Sponsors: Council Members Merkouris and Sigette
Council Member Richard L. Thomason asked for a moment of personal priviledge to recognize former Human Resources Director Bill O’Toole, who was in the audience.
A motion was made by Council Member Merkouris and seconded by Council Member Sigette to adopt Resolution No. 108-26.
Roll call vote to adopt. 7 Yes: Spellerberg, Thomason, Basye, Merkouris, Okuwe, Oppenheimer, Sigette; 0 No: (None). Motion Passed.
RESOLUTION NO. 108-26
A RESOLUTION ADVISING AND GIVING CONSENT TO THE APPOINTMENT OF MEMBERS TO THE SOUTH EASTERN COUNCIL OF GOVERNMENTS (SECOG) BOARD OF DIRECTORS AND URBANIZED DEVELOPMENT COMMISSION (UDC).
BE IT RESOLVED BY THE CITY OF SIOUX FALLS, SD:
That it gives its advice and consent to the following City Council appointments:
Name Board Term
Zak Okuwe SECOG Appointed for a term to expire July 31, 2027.
James Oppenheimer SECOG Appointed for a term to expire July 31, 2027.
Thea Rave and Jody Moss SECOG Appointed for a term to expire July 31, 2027, as alternates.
Miranda Basye UDC Appointed for a term to expire July 31, 2027.
Zak Okuwe UDC Appointed for a term to expire July 31, 2027.
Sara Pankonin UDC Appointed for a term to expire July 31, 2027.
Ryan Spellerberg UDC Appointed for a term to expire July 31, 2027.
Thea Rave and Jody Moss UDC Appointed for a term to expire July 31, 2027, as alternates.
Section 1. The appointed persons may continue to serve after the expiration of his/her term until a replacement is approved by the City Council.
Date adopted: 09/15/26 .
Christine Erickson, Mayor
ATTEST:
Jermery J. Washington, City Clerk
51. A MOTION TO PROVIDE ADVICE AND CONSENT TO THE MAYOR’S APPOINTMENT OF KIM STULKEN AS DIRECTOR OF HUMAN RESOURCES.
Sponsor: Mayor
A motion was made by Council Member Thomason and seconded by Council Member Oppenheimer to approve Item 51.
Roll call vote to approve. 7 Yes: Spellerberg, Thomason, Basye, Merkouris, Okuwe, Oppenheimer, Sigette; 0 No: (None). Motion Passed.
NEW BUSINESS
There was none.
GENERAL PUBLIC INPUT
The following items were discussed; flock cameras, future elections for Council members, and a possible open meetings violation.
ADJOURNMENT
A motion was made by Council Member Spellerberg and seconded by Council Member Thomason to adjourn at 6:47 p.m.
Voice vote to adjourn. 7 Yes: Spellerberg, Thomason, Basye, Merkouris, Okuwe, Oppenheimer, Sigette; 0 No: (None). Motion Passed.
Denise D. Tucker, MMC, Assistant City Clerk
Published once on Sept. 18, 2026, at the approximate cost of $292.00, and may be viewed free of charge at www.sdpublicnotices.com or TheDakotaScout.com.

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PUBLISH: Sept. 11, 2026

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PUBLISH: Sept. 11, 2026