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The 2024 Minnesota Commercial Energy Code is updated to include ANSI/ASHRAE/IES Standard 90.1-2019 Energy Standard for Buildings Except Low-Rise Residential Buildings. This document is amended for use in Minnesota and the code book includes standard language that is modified by Minnesota Amendment.

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1	2024 MINNESOTA COMMERCIAL ENERGY CODE ANSI/ASHRAE/IES STANDARD 90.1-2019 WITH MINNESOTA AMENDMENTS
3	COPYRIGHT
4	DEPARTMENT OF LABOR AND INDUSTRY
6	TABLE OF CONTENTS
8	2020 MINNESOTA BUILDING CODE ADMINISTRATION 1300.0010 ADMINISTRATION 1300.0020 TITLE 1300.0030 PURPOSE AND APPLICATION 1300.0040 SCOPE
9	1300.0050 CHAPTERS OF MINNESOTASTATE BUILDING CODE 1300.0060 OPTIONAL ADMINISTRATION 1300.0070 DEFINITIONS
10	1300.0080 CODE ADOPTION AND AMENDMENTS 1300.0090 DEPARTMENT OF BUILDING SAFETY 1300.0110 DUTIES AND POWERS OF BUILDING OFFICIAL
12	1300.0120 PERMITS
14	1300.0130 CONSTRUCTION DOCUMENTS
15	1300.0150 VIOLATIONS, PENALTY 1300.0160 FEES 1300.0140 VIOLATIONS
16	1300.0170 STOP WORK ORDER 1300.0180 UNSAFE BUILDINGS OR STRUCTURES
17	1300.0190 TEMPORARY STRUCTURES AND USES 1300.0210 INSPECTIONS
18	1300.0215 PLUMBING
19	1300.0220 CERTIFICATE OF OCCUPANCY 1300.0225 MAINTENANCE 1300.0230 BOARD OF APPEALS
20	1300.0240 DISCLAIMER CLAUSE 1300.0250 SEVERABILITY
22	2024 MINNESOTA COMMERCIAL ENERGY CODE 1323.0001 TITLE 1323.0005 ADMINISTRATION AND PURPOSE 1323.0010 INCORPORATION BY REFERENCE OF ASHRAE STANDARD 90.1 1323.0020 REFERENCES TO OTHER CODES 1323.0030 ADMINISTRATIVE PROCEDURE CRITERIA 1323.0010 INCORPORATION BY REFERENCEOF ASHRAE STANDARD 90.1 1323.0020 REFERENCES TO OTHER CODES 1323.0030 ADMINISTRATIVE PROCEDURE CRITERIA
28	FOREWORD
30	1: PURPOSE
32	2: SCOPE
34	3: DEFINITIONS, ABBREVIATIONS, AND ACRONYMS
40	FIGURE 3.2-1 COMPUTING THE DAYLIGHT AREA UNDER ROOF MONITORS
41	FIGURE 3.2-2 COMPUTING THE DAYLIGHT AREA UNDER SKYLIGHTS
42	FIGURE 3.2-3 COMPUTING THE DAYLIGHT AREA UNDER SKYLIGHTS IN MULTISTORY SPACES
43	FIGURE 3.2-4 COMPUTING THE PRIMARY SIDELIGHTED AREA
44	FIGURE 3.2-5 COMPUTING THE SECONDARY SIDELIGHTED AREA
45	FIGURE 3.2-6 COMPUTING THE PRIMARY AND SECONDARY SIDELIGHTED AREAS WITH EXTERNAL PROJECTIONS
62	TABLE 3.2 HEATED SPACE CRITERIA
70	4: ADMINISTRATION AND ENFORCEMENT
72	TABLE 4.2.1.1 BUILDING PERFORMANCE FACTOR
78	5: BUILDING DEVELOPEMENT
83	TABLE 5.5-0 BUILDING ENVELOPE REQUIREMENTS FOR CLIMATE ZONE 0
84	TABLE 5.5-1 BUILDING ENVELOPE REQUIREMENTS FOR CLIMATE ZONE 1
85	TABLE 5.5-2 BUILDING ENVELOPE REQUIREMENTS FOR CLIMATE ZONE 2
86	TABLE 5.5-3 BUILDING ENVELOPE REQUIREMENTS FOR CLIMATE ZONE 3
87	TABLE 5.5-4 BUILDING ENVELOPE REQUIREMENTS FOR CLIMATE ZONE 4
88	TABLE 5.5-5 BUILDING ENVELOPE REQUIREMENTS FOR CLIMATE ZONE 5
89	TABLE 5.5-6 BUILDING ENVELOPE REQUIREMENTS FOR CLIMATE ZONE 6
90	TABLE 5.5-7 BUILDING ENVELOPE REQUIREMENTS FOR CLIMATE ZONE 7*
91	TABLE 5.5-8 BUILDING ENVELOPE REQUIREMENTS FOR CLIMATE ZONE 8
92	FIGURE 5.5.2 EXTERIOR AND SEMIEXTERIOR BUILDING ENVELOPE TABLE 5.5.3.1.1 INCREASED ROOF INSULATION LEVELS
96	TABLE 5.5.4.4.1 SHGC MULTIPLIERS FOR PERMANENT PROJECTIONS
103	TABLE 5.8.3.1 MAXIMUM AIR LEAKAGE FOR MATERIALS AND ASSEMBLIES
106	6: HEATING, VENTILATING, AND AIR CONDITIONING
113	TABLE 6.4.2.1 CLIMATIC DATA DESIGN CONDITIONS
114	TABLE 6.4.2.1 CLIMATIC DATA DESIGN CONDITIONS
118	TABLE 6.4.3.4.3 MAXIMUM DAMPER LEAKAGEA,B, CFM PER FT2 AT 1.0 IN. OF WATER
120	TABLE 6.4.3.10.1 DDC APPLICATIONS AND QUALIFICATIONS
126	TABLE 6.5.1-1 MINIMUM FAN-COOLING UNIT SIZE FOR WHICH AN ECONOMIZER IS REQUIRED TABLE 6.5.1-2 ELIMINATE REQUIRED ECONOMIZER FOR COMFORT COOLING BY INCREASING COOLING EFFICIENCY
127	TABLE 6.5.1.1.3 HIGH-LIMIT SHUTOFF CONTROL SETTINGS FOR AIR ECONOMIZERSB
128	TABLE 6.5.1.2.1 FLUID ECONOMIZER SIZING DRY-BULB AND WET-BULB REQUIREMENTS FOR COMPUTER ROOMS
129	TABLE 6.5.1.3 DX COOLING STAGE REQUIREMENTS FOR MODULATING AIRFLOW UNITS
132	TABLE 6.5.3.1-1 FAN POWER LIMITATION
133	TABLE 6.5.3.1-2 FAN POWER LIMITATION PRESSURE DROP ADJUSTMENT
134	TABLE 6.5.3.2.1 FAN AIRFLOW CONTROL
136	TABLE 6.5.3.7 MINIMUM FAN EFFICACY FOR LOW-POWER FANS
137	TABLE 6.5.4.1 BOILER TURNDOWN
138	TABLE 6.5.4.2 PUMP FLOW CONTROL REQUIREMENTS
139	TABLE 6.5.4.6 PIPING SYSTEM DESIGN MAXIMUM FLOW RATE IN GPM
142	TABLE 6.5.6.1.2 EXHAUST AIR ENERGY RECOVERY REQUIREMENTS FOR VENTILATION SYSTEMS
145	TABLE 6.5.7.2.2 MAXIMUM NET EXHAUST FLOW RATE, CFM PER LINEAR FOOT OF HOOD LENGTH
146	TABLE 6.5.9 HOT-GAS BYPASS LIMITATION
150	TABLE 6.8.1-1 ELECTRICALLY OPERATED UNITARY AIR CONDITIONERS AND CONDENSING UNITS—MINIMUM EFFICIENCY REQUIREMENTS
151	TABLE 6.8.1-1 ELECTRICALLY OPERATED UNITARY AIR CONDITIONERS AND CONDENSING UNITS—MINIMUM EFFICIENCY REQUIREMENTS (CONTINUED)
152	TABLE 6.8.1-1 ELECTRICALLY OPERATED UNITARY AIR CONDITIONERS AND CONDENSING UNITS—MINIMUM EFFICIENCY REQUIREMENTS (CONTINUED)
153	TABLE 6.8.1-2 ELECTRICALLY OPERATED AIR-COOLED UNITARY HEAT PUMPS—MINIMUM EFFICIENCY REQUIREMENTS
154	TABLE 6.8.1-2 ELECTRICALLY OPERATED AIR-COOLED UNITARY HEAT PUMPS—MINIMUM EFFICIENCY REQUIREMENTS (CONTINUED)
155	TABLE 6.8.1-3 WATER-CHILLING PACKAGES—MINIMUM EFFICIENCY REQUIREMENTS
156	TABLE 6.8.1-4 ELECTRICALLY OPERATED PACKAGED TERMINAL AIR CONDITIONERS, PACKAGED TERMINAL HEAT PUMPS, SINGLE-PACKAGE VERTICAL AIR CONDITIONERS, SINGLE-PACKAGE VERTICAL HEAT PUMPS, ROOM AIR CONDITIONERS, AND ROOM AIR-CONDITIONER HEAT PUMPS—MINIMUM EFFICIENCY REQUIREMENTS
157	TABLE 6.8.1-4 ELECTRICALLY OPERATED PACKAGED TERMINAL AIR CONDITIONERS, PACKAGED TERMINAL HEAT PUMPS, SINGLE-PACKAGE VERTICAL AIR CONDITIONERS, SINGLE-PACKAGE VERTICAL HEAT PUMPS, ROOM AIR CONDITIONERS, AND ROOM AIR-CONDITIONER HEAT PUMPS—MINIMUM EFFICIENCY REQUIREMENTS
158	TABLE 6.8.1-5 WARM-AIR FURNACES AND COMBINATION WARM-AIR FURNACES/AIR-CONDITIONING UNITS, WARM-AIR DUCT FURNACES, AND UNIT HEATERS—MINIMUM EFFICIENCY REQUIREMENTS
159	TABLE 6.8.1-6 GAS- AND OIL-FIRED BOILERS—MINIMUM EFFICIENCY REQUIREMENTS
160	TABLE 6.8.1-7 PERFORMANCE REQUIREMENTS FOR HEAT REJECTION EQUIPMENT—MINIMUM EFFICIENCY REQUIREMENTS
161	TABLE 6.8.1-8 ELECTRICALLY OPERATED VARIABLE-REFRIGERANT-FLOW AIR CONDITIONERS—MINIMUM EFFICIENCY REQUIREMENTS TABLE 6.8.1-9 ELECTRICALLY OPERATED VARIABLE-REFRIGERANT-FLOW AND APPLIED HEAT PUMPS—MINIMUM EFFICIENCY REQUIREMENTS
162	6.8.1-9 ELECTRICALLY OPERATED VARIABLE-REFRIGERANT-FLOW AND APPLIED HEAT PUMPS—MINIMUM EFFICIENCY REQUIREMENTS (CONTINUED)
163	TABLE 6.8.1-10 FLOOR-MOUNTED AIR CONDITIONERS AND CONDENSING UNITS SERVING COMPUTER ROOMS—MINIMUM EFFICIENCY REQUIREMENTS
164	Table 6.8.1-10 Floor-Mounted Air Conditioners and Condensing Units Serving Computer Rooms— Minimum Efficiency Requirements (Continued)
165	Table 6.8.1-10 Floor-Mounted Air Conditioners and Condensing Units Serving Computer Rooms— Minimum Efficiency Requirements (Continued)
166	TABLE 6.8.1-11 COMMERCIAL REFRIGERATORS, COMMERCIAL FREEZERS, AND REFRIGERATION—MINIMUM EFFICIENCY REQUIREMENTS
167	TABLE 6.8.1-11 COMMERCIAL REFRIGERATORS, COMMERCIAL FREEZERS, AND REFRIGERATION—MINIMUM EFFICIENCY REQUIREMENTS (CONTINUED)
168	TABLE 6.8.1-12 VAPOR-COMPRESSION-BASED INDOOR POOL DEHUMIDIFIERS—MINIMUM EFFICIENCY REQUIREMENTS TABLE 6.8.1-13 ELECTRICALLY OPERATED DX-DOAS UNITS, SINGLE-PACKAGE AND REMOTE CONDENSER, WITHOUT ENERGY RECOVERY—MINIMUM EFFICIENCY REQUIREMENTS TABLE 6.8.1-14 ELECTRICALLY OPERATED DX-DOAS UNITS, SINGLE-PACKAGE AND REMOTE CONDENSER, WITH ENERGY RECOVERY—MINIMUM EFFICIENCY REQUIREMENTS
169	TABLE 6.8.1-15 ELECTRICALLY OPERATED WATER-SOURCE HEAT PUMPS—MINIMUM EFFICIENCY REQUIREMENTS
170	TABLE 6.8.1-16 HEAT-PUMP AND HEAT RECOVERY CHILLER PACKAGES—MINIMUM EFFICIENCY REQUIREMENTS
171	TABLE 6.8.1-16 HEAT-PUMP AND HEAT RECOVERY CHILLER PACKAGES—MINIMUM EFFICIENCY REQUIREMENTS (CONTINUED)
172	TABLE 6.8.1-17 CEILING-MOUNTED COMPUTER-ROOM AIR CONDITIONERS—MINIMUM EFFICIENCY REQUIREMENTS
173	TABLE 6.8.1-17 CEILING-MOUNTED COMPUTER-ROOM AIR CONDITIONERS—MINIMUM EFFICIENCY REQUIREMENTS (CONTINUED) TABLE 6.8.1-18 WALK-IN COOLER AND FREEZER DISPLAY DOOR EFFICIENCY REQUIREMENTS
174	TABLE 6.8.1-19 WALK-IN COOLER AND FREEZER NONDISPLAY DOOR EFFICIENCY REQUIREMENTS TABLE 6.8.1-20 WALK-IN COOLER AND FREEZER REFRIGERATION SYSTEM EFFICIENCY REQUIREMENTS
175	TABLE 6.8.2 MINIMUM REQUIRED DUCT AND PLENUM INSULATION TABLE 6.8.3-1 MINIMUM PIPING INSULATION THICKNESS HEATING AND HOT-WATER SYSTEMSA,B,C,D,E (STEAM, STEAM CONDENSATE, HOT-WATER HEATING AND DOMESTIC WATER SYSTEMS)
176	TABLE 6.8.3-2 MINIMUM PIPING INSULATION THICKNESS COOLING SYSTEMS (CHILLED WATER, BRINE, AND REFRIGERANT)
178	7: SERVICE WATER HEATING
182	TABLE 7.8 PERFORMANCE REQUIREMENTS FOR WATER-HEATING EQUIPMENT—MINIMUM EFFICIENCY REQUIREMENTS
183	TABLE 7.8 PERFORMANCE REQUIREMENTS FOR WATER-HEATING EQUIPMENT—MINIMUM EFFICIENCY REQUIREMENTS (CONTINUED)
184	8: POWER
185	TABLE 8.4.4 MINIMUM NOMINAL EFFICIENCY LEVELS FOR LOW-VOLTAGE DRY-TYPE DISTRIBUTION TRANSFORMERSA
188	9: LIGHTING
191	TABLE 9.2.3.1 EXCEPTIONS TO INTERIOR LIGHTING POWER AND MINIMUM CONTROL REQUIREMENTS
192	TABLE 9.3.1-1 SIMPLIFIED BUILDING METHOD FOR OFFICE BUILDINGS
193	TABLE 9.3.1-2 SIMPLIFIED BUILDING METHOD FOR RETAIL BUILDINGS TABLE 9.3.1-3 SIMPLIFIED BUILDING METHOD FOR SCHOOL BUILDINGS
194	TABLE 9.3.2 SIMPLIFIED BUILDING METHOD FOR BUILDING EXTERIORS
199	TABLE 9.4.2-1 EXTERIOR LIGHTING ZONES
200	TABLE 9.4.2-2 INDIVIDUAL LIGHTING POWER ALLOWANCES FOR BUILDING EXTERIORS
201	TABLE 9.4.2-2 INDIVIDUAL LIGHTING POWER ALLOWANCES FOR BUILDING EXTERIORS (CONTINUED)
202	TABLE 9.5.1 LIGHTING POWER DENSITY ALLOWANCES USING THE BUILDING AREA METHOD
203	TABLE 9.6.1 LIGHTING POWER DENSITY ALLOWANCES USING THE SPACE-BY-SPACE METHOD AND MINIMUM CONTROL REQUIREMENTS USING EITHER METHOD
204	TABLE 9.6.1 LIGHTING POWER DENSITY ALLOWANCES USING THE SPACE-BY-SPACE METHOD AND MINIMUM CONTROL REQUIREMENTS USING EITHER METHOD (CONTINUED)
205	TABLE 9.6.1 LIGHTING POWER DENSITY ALLOWANCES USING THE SPACE-BY-SPACE METHOD AND MINIMUM CONTROL REQUIREMENTS USING EITHER METHOD (CONTINUED)
206	TABLE 9.6.1 LIGHTING POWER DENSITY ALLOWANCES USING THE SPACE-BY-SPACE METHOD AND MINIMUM CONTROL REQUIREMENTS USING EITHER METHOD (CONTINUED)
207	TABLE 9.6.1 LIGHTING POWER DENSITY ALLOWANCES USING THE SPACE-BY-SPACE METHOD AND MINIMUM CONTROL REQUIREMENTS USING EITHER METHOD (CONTINUED)
208	TABLE 9.6.1 LIGHTING POWER DENSITY ALLOWANCES USING THE SPACE-BY-SPACE METHOD AND MINIMUM CONTROL REQUIREMENTS USING EITHER METHOD (CONTINUED)
209	TABLE 9.6.3 CONTROL FACTORS USED IN CALCULATING ADDITIONAL INTERIOR LIGHTING POWER ALLOWANCE
212	10: OTHER EQUIPMENT
216	TABLE 10.8-1 MINIMUM NOMINAL FULL-LOAD EFFICIENCY FOR NEMA DESIGN A, NEMA DESIGN B, AND IEC DESIGN N MOTORS (EXCLUDING FIRE PUMP ELECTRIC MOTORS) AT 60 HZ
217	TABLE 10.8-2 MINIMUM NOMINAL FULL-LOAD EFFICIENCY FOR NEMA DESIGN C AND IEC DESIGN H MOTORS AT 60 HZA
218	TABLE 10.8-3 MINIMUM AVERAGE FULL-LOAD EFFICIENCY FOR POLYPHASE SMALL ELECTRIC MOTORSA TABLE 10.8-4 MINIMUM AVERAGE FULL-LOAD EFFICIENCY FOR CAPACITOR-START CAPACITOR-RUN AND CAPACITOR-START INDUCTION-RUN SMALL ELECTRIC MOTORSA
219	TABLE 10.8-5 MINIMUM NOMINAL FULL-LOAD EFFICIENCY FOR FIRE PUMP ELECTRIC MOTORSA
220	TABLE 10.8-6 MAXIMUM PUMP ENERGY INDEX (PEI)
222	11: ENERGY COST BUDGET METHOD
229	TABLE 11.5.1 MODELING REQUIREMENTS FOR CALCULATING DESIGN ENERGY COST AND ENERGY COST BUDGET
230	TABLE 11.5.1 MODELING REQUIREMENTS FOR CALCULATING DESIGN ENERGY COST AND ENERGY COST BUDGET (CONTINUED)
231	TABLE 11.5.1 MODELING REQUIREMENTS FOR CALCULATING DESIGN ENERGY COST AND ENERGY COST BUDGET (CONTINUED)
232	TABLE 11.5.1 MODELING REQUIREMENTS FOR CALCULATING DESIGN ENERGY COST AND ENERGY COST BUDGET (CONTINUED)
233	TABLE 11.5.1 MODELING REQUIREMENTS FOR CALCULATING DESIGN ENERGY COST AND ENERGY COST BUDGET (CONTINUED)
234	TABLE 11.5.1 MODELING REQUIREMENTS FOR CALCULATING DESIGN ENERGY COST AND ENERGY COST BUDGET (CONTINUED)
235	TABLE 11.5.2-1 BUDGET SYSTEM DESCRIPTIONS
236	TABLE 11.5.2-2 NUMBER OF CHILLERS TABLE 11.5.2-3 WATER CHILLER TYPES TABLE 11.5.2-4 ECONOMIZER HIGH-LIMIT SHUTOFF TABLE 11.5.2-5 COOLING TOWER LEAVING WATER TEMPERATURE
238	12: NORMATIVE REFERENCES
244	NORMATIVE APPENDIX: A RATED R-VALUE OF INSULATION AND ASSEMBLY U-FACTOR, C-FACTOR, AND F-FACTOR DETERMINATIONS
247	TABLE A2.2.3 ASSEMBLY U-FACTORS FOR ROOFS WITH INSULATION ENTIRELY ABOVE DECK
248	TABLE A2.3.3 ASSEMBLY U-FACTORS FOR METAL BUILDING ROOFS
249	TABLE A2.4.2 SINGLE-RAFTER ROOFS TABLE A2.4.3 ASSEMBLY U-FACTORS FOR ATTIC ROOFS WITH WOOD JOISTS
250	TABLE A2.5.2 ASSEMBLY U-FACTORS FOR ATTIC ROOFS WITH STEEL JOISTS (4.0 FT ON CENTER)
255	TABLE A3.1-1 ASSEMBLY U-FACTORS FOR ABOVE-GRADE CONCRETE WALLS AND MASONRY WALLS
256	TABLE A3.1-1 ASSEMBLY U-FACTORS FOR ABOVE-GRADE CONCRETE WALLS AND MASONRY WALLS (CONTINUED)
257	TABLE A3.1-1 ASSEMBLY U-FACTORS FOR ABOVE-GRADE CONCRETE WALLS AND MASONRY WALLS (CONTINUED)
258	TABLE A3.1-1 ASSEMBLY U-FACTORS FOR ABOVE-GRADE CONCRETE WALLS AND MASONRY WALLS (CONTINUED)
259	TABLE A3.1-2 ASSEMBLY U-FACTORS, C-FACTORS, RU, RC, AND HC FOR CONCRETE
260	TABLE A3.1-2 ASSEMBLY U-FACTORS, C-FACTORS, RU, RC, AND HC FOR CONCRETE (CONTINUED)
261	TABLE A3.1-3 ASSEMBLY U-FACTORS, C-FACTORS, RU, RC, AND HC FOR CONCRETE BLOCK WALLS
262	TABLE A3.1-3 ASSEMBLY U-FACTORS, C-FACTORS, RU, RC, AND HC FOR CONCRETE BLOCK WALLS (CONTINUED)
263	TABLE A3.1-3 ASSEMBLY U-FACTORS, C-FACTORS, RU, RC, AND HC FOR CONCRETE BLOCK WALLS (CONTINUED)
264	TABLE A3.1-4 EFFECTIVE R-VALUES FOR INSULATION/FRAMING LAYERS ADDED TO ABOVE-GRADE MASS WALLS AND BELOW-GRADE WALLS
265	TABLE A3.2.3 ASSEMBLY U-FACTORS FOR METAL BUILDING WALLS
266	TABLE A3.3.3.1 ASSEMBLY U-FACTORS FOR STEEL-FRAME WALLS
267	TABLE A3.4.3.1 ASSEMBLY U-FACTORS FOR WOOD-FRAME WALLS
272	TABLE A4.2.1 ASSEMBLY C-FACTORS FOR BELOW-GRADE WALLS
273	TABLE A5.2.3.1 ASSEMBLY U-FACTORS FOR MASS FLOORS
274	TABLE A5.3.3.1 ASSEMBLY U-FACTORS FOR STEEL-JOIST FLOORS
275	TABLE A5.4.3.1 ASSEMBLY U-FACTORS FOR WOOD-JOIST FLOORS
276	TABLE A6.3.1-1 ASSEMBLY F-FACTORS FOR SLAB-ON-GRADE FLOORS TABLE A6.3.1-2 ASSEMBLY F-FACTORS FOR FULLY INSULATED HEATED SLAB-ON-GRADE FLOORS
278	TABLE A8.1-1 ASSEMBLY U-FACTORS FOR UNLABELED SKYLIGHTS
279	TABLE A8.1-1 ASSEMBLY U-FACTORS FOR UNLABELED SKYLIGHTS (CONTINUED)
280	TABLE A8.1-2 ASSEMBLY SHGCS AND ASSEMBLY VISIBLE TRANSMITTANCES (VTS) FOR UNLABELED SKYLIGHTS
281	TABLE A8.2 ASSEMBLY U-FACTORS, ASSEMBLY SHGCS, AND ASSEMBLY VISIBLE TRANSMITTANCES (VTS) FOR UNLABELED VERTICAL FENESTRATION
285	FIGURE A9.4.6.1 GEOMETRY OF SINGLE-LAYER FIBERGLASS BATT
287	FIGURE A9.4.6.2-1 GEOMETRY OF DOUBLE LAYERS OF FIBERGLASS BATTS
288	FIGURE A9.4.6.2-2 COMPRESSION OF DOUBLE LAYERS OF FIBERGLASS INSULATION
291	FIGURE A9.4.6.3 GEOMETRY OF SINGLE CAVITY LAYER OR DOUBLE-LAYER WALL
295	TABLE A9.2-1 EFFECTIVE INSULATION/FRAMING LAYER R-VALUES FOR ROOF AND FLOOR INSULATION INSTALLED BETWEEN METAL FRAMING (4 FT ON CENTER) TABLE A9.2-2 EFFECTIVE INSULATION/FRAMING LAYER R-VALUES FOR WALL INSULATION INSTALLED BETWEEN STEEL FRAMING
296	TABLE A9.4.2-1 VALUES FOR CAVITY AIR SPACES
297	TABLE A9.4.2-2 EMITTANCE VALUES OF VARIOUS SURFACES AND EFFECTIVE EMITTANCES OF AIR SPACES TABLE A9.4.3 EFFECTIVE R-VALUES FOR FIBERGLASS
298	TABLE A9.4.4-1 R-VALUES FOR BUILDING MATERIALS TABLE A9.4.4-2 THERMAL CONDUCTIVITY OF CONCRETE BLOCK MATERIAL
299	TABLE A9.4.6.1 FIBERGLASS REFERENCE PROPERTIES
300	NORMATIVE APPENDIX B: (RETAINED FOR FUTURE USE)
302	NORMATIVE APPENDIX C: METHODOLOGY FOR BUILDING ENVELOPE TRADE-OFF OPTION IN SECTION 5.6
303	FIGURE C1.4 SKYLIGHT WELL DIMENSIONS
310	INFORMATIVE APPENDIX D: (RETAINED FOR FUTURE USE)
312	INFORMATIVE APPENDIX E: INFORMATIVE REFERENCES
316	INFORMATIVE APPENDIX F: U.S. DEPARTMENT OF ENERGY MINIMUM ENERGY EFFICIENCY REQUIREMENTS, TEST PROCEDURES, AND DEFINITIONS
317	FIGURE F-1 MAP OF THE REGIONS FOR THE ANALYSIS OF CENTRAL AIR CONDITIONERS AND HEAT PUMPS TABLE F-1 MINIMUM EFFICIENCY REQUIREMENTS FOR SINGLE-PHASE CENTRAL AIR CONDITIONERS AND HEAT PUMPS FOR APPLICATIONS IN THE U.S
318	TABLE F-1 MINIMUM EFFICIENCY REQUIREMENTS FOR SINGLE-PHASE CENTRAL AIR CONDITIONERS AND HEAT PUMPS FOR APPLICATIONS IN THE U.S.
319	TABLE F-2 MINIMUM ENERGY EFFICIENCY REQUIREMENTS FOR WATER HEATERS AND POOL HEATERS
320	TABLE F-3 MINIMUM EFFICIENCY REQUIREMENTS FOR ROOM AIR CONDITIONERS FOR U.S. APPLICATIONS TABLE F-4 RESIDENTIAL FURNACES—MINIMUM EFFICIENCY REQUIREMENTS FOR U.S. APPLICATIONS (SEE 10 CFR 430)
321	TABLE F-5 RESIDENTIAL BOILER A MINIMUM EFFICIENCY REQUIREMENTS FOR U.S. APPLICATIONS (SEE 10 CFR 430)
322	NORMATIVE APPENDIX G: PERFORMANCE RATING METHOD
327	TABLE G3.1 MODELING REQUIREMENTS FOR CALCULATING PROPOSED AND BASELINE BUILDING PERFORMANCE
328	TABLE G3.1 MODELING REQUIREMENTS FOR CALCULATING PROPOSED AND BASELINE BUILDING PERFORMANCE (CONTINUED)
329	TABLE G3.1 MODELING REQUIREMENTS FOR CALCULATING PROPOSED AND BASELINE BUILDING PERFORMANCE (CONTINUED)
330	TABLE G3.1 MODELING REQUIREMENTS FOR CALCULATING PROPOSED AND BASELINE BUILDING PERFORMANCE (CONTINUED)
331	TABLE G3.1 MODELING REQUIREMENTS FOR CALCULATING PROPOSED AND BASELINE BUILDING PERFORMANCE (CONTINUED)
332	TABLE G3.1 MODELING REQUIREMENTS FOR CALCULATING PROPOSED AND BASELINE BUILDING PERFORMANCE (CONTINUED)
333	TABLE G3.1 MODELING REQUIREMENTS FOR CALCULATING PROPOSED AND BASELINE BUILDING PERFORMANCE (CONTINUED)
334	TABLE G3.1 MODELING REQUIREMENTS FOR CALCULATING PROPOSED AND BASELINE BUILDING PERFORMANCE (CONTINUED)
335	TABLE G3.1 MODELING REQUIREMENTS FOR CALCULATING PROPOSED AND BASELINE BUILDING PERFORMANCE (CONTINUED)
336	TABLE G3.1 MODELING REQUIREMENTS FOR CALCULATING PROPOSED AND BASELINE BUILDING PERFORMANCE (CONTINUED)
345	TABLE G3.1.1-1 BASELINE BUILDING VERTICAL FENESTRATION AREA TABLE G3.1.1-2 BASELINE SERVICE WATER-HEATING SYSTEM
346	TABLE G3.1.1-3 BASELINE HVAC SYSTEM TYPES TABLE G3.1.1-4 BASELINE SYSTEM DESCRIPTIONS TABLE G3.1.2.6 CLIMATE CONDITIONS UNDER WHICH ECONOMIZERS ARE INCLUDED FOR COMFORT COOLING FOR BASELINE SYSTEMS 3 THROUGH 8 AND 11, 12, AND 13
347	TABLE G3.1.2.7 ECONOMIZER HIGH-LIMIT SHUTOFF TEMPERATURE TABLE G3.1.2.9 BASELINE FAN BRAKE HORSEPOWER MOTOR POWER TABLE G3.1.3.7 TYPE AND NUMBER OF CHILLERS TABLE G3.1.3.11 HEAT-REJECTION LEAVING WATER TEMPERATURE
348	TABLE G3.4-1 PERFORMANCE RATING METHOD BUILDING ENVELOPE REQUIREMENTS FOR CLIMATE ZONES 0 AND 1 (A,B)
349	TABLE G3.4-2 PERFORMANCE RATING METHOD BUILDING ENVELOPE REQUIREMENTS FOR CLIMATE ZONE 2 (A,B)*
350	TABLE G3.4-3 PERFORMANCE RATING METHOD BUILDING ENVELOPE REQUIREMENTS FOR CLIMATE ZONE 3 (A,B,C)
351	TABLE G3.4-4 PERFORMANCE RATING METHOD BUILDING ENVELOPE REQUIREMENTS FOR CLIMATE ZONE 4 (A,B,C)*
352	TABLE G3.4-5 PERFORMANCE RATING METHOD BUILDING ENVELOPE REQUIREMENTS FOR CLIMATE ZONE 5 (A,B,C)*
353	TABLE G3.4-6 PERFORMANCE RATING METHOD BUILDING ENVELOPE REQUIREMENTS FOR CLIMATE ZONE 6 (A,B)*
354	TABLE G3.4-7 PERFORMANCE RATING METHOD BUILDING ENVELOPE REQUIREMENTS FOR CLIMATE ZONE 7
355	TABLE G3.4-8 PERFORMANCE RATING METHOD BUILDING ENVELOPE REQUIREMENTS FOR CLIMATE ZONE 8*
356	TABLE G3.5.1 PERFORMANCE RATING METHOD AIR CONDITIONERS (EFFICIENCY RATINGS EXCLUDING SUPPLY FAN POWER) TABLE G3.5.2 PERFORMANCE RATING METHOD ELECTRICALLY OPERATED UNITARY AND APPLIED HEAT PUMPS—MINIMUM EFFICIENCY REQUIREMENTS (EFFICIENCY RATINGS EXCLUDING SUPPLY FAN POWER) TABLE G3.5.3 PERFORMANCE RATING METHOD WATER CHILLING PACKAGES—MINIMUM EFFICIENCY REQUIREMENTS
357	TABLE G3.5.4 PERFORMANCE RATING METHOD ELECTRICALLY OPERATED PACKAGED TERMINAL AIR CONDITIONERS, PACKAGED TERMINAL HEAT PUMPS (EFFICIENCY RATINGS EXCLUDING SUPPLY FAN POWER) TABLE G3.5.5 PERFORMANCE RATING METHOD WARM-AIR FURNACES AND UNIT HEATERS TABLE G3.5.6 PERFORMANCE RATING METHOD GAS-FIRED BOILERS—MINIMUM EFFICIENCY REQUIREMENTS TABLE G3.6 PERFORMANCE RATING METHOD LIGHTING POWER DENSITIES FOR BUILDING EXTERIORS
358	TABLE G3.7 PERFORMANCE RATING METHOD LIGHTING POWER DENSITY ALLOWANCES AND OCCUPANCY SENSOR REDUCTIONS USING THE SPACE-BY-SPACE METHOD
359	TABLE G3.7 PERFORMANCE RATING METHOD LIGHTING POWER DENSITY ALLOWANCES AND OCCUPANCY SENSOR REDUCTIONS USING THE SPACE-BY-SPACE METHOD (CONTINUED)
360	TABLE G3.7 PERFORMANCE RATING METHOD LIGHTING POWER DENSITY ALLOWANCES AND OCCUPANCY SENSOR REDUCTIONS USING THE SPACE-BY-SPACE METHOD (CONTINUED)
361	TABLE G3.8 PERFORMANCE RATING METHOD LIGHTING POWER DENSITIES USING THE BUILDING AREA METHOD TABLE G3.4-9 HEATED SPACE CRITERIA
362	TABLE G3.9.1 PERFORMANCE RATING METHOD MOTOR EFFICIENCY REQUIREMENTS TABLE G3.9.2 PERFORMANCE RATING METHOD BASELINE ELEVATOR MOTOR TABLE G3.9.3 PERFORMANCE RATING METHOD HYDRAULIC ELEVATOR MOTOR EFFICIENCY TABLE G3.10.1 PERFORMANCE RATING METHOD COMMERCIAL REFRIGERATORS AND FREEZERS
363	TABLE G3.10.2 PERFORMANCE RATING METHOD COMMERCIAL REFRIGERATION
364	INFORMATIVE APPENDIX H: ADDITIONAL GUIDANCE FOR VERIFICATION, TESTING, AND COMMISSIONING
366	TABLE H-1 VERIFICATION OR COMMISSIONING REQUIRED BY BUILDING SIZE AND TYPE FIGURE H-1 COORDINATION OF VERIFICATION/FPT AND COMMISSIONING REQUIREMENTS
367	TABLE H-2 TYPICAL COMMISSIONING PROCESS ACTIVITIES, DELIVERABLES AND RESPONSIBILITIES
368	TABLE H-3 STANDARD 90.1 ITEMS TO VERIFY
369	TABLE H-3 STANDARD 90.1 ITEMS TO VERIFY (CONTINUED)
370	TABLE H-3 STANDARD 90.1 ITEMS TO VERIFY (CONTINUED)
374	INFORMATIVE APPENDIX I: ADDENDA DESCRIPTION INFORMATION TABLE I-1 ADDENDA TO ANSI/ASHRAE/IES STANDARD 90.1-2016
375	TABLE I-1 ADDENDA TO ANSI/ASHRAE/IES STANDARD 90.1-2016
376	TABLE I-1 ADDENDA TO ANSI/ASHRAE/IES STANDARD 90.1-2016
377	TABLE I-1 ADDENDA TO ANSI/ASHRAE/IES STANDARD 90.1-2016
378	TABLE I-1 ADDENDA TO ANSI/ASHRAE/IES STANDARD 90.1-2016
379	TABLE I-1 ADDENDA TO ANSI/ASHRAE/IES STANDARD 90.1-2016
380	ICC MEMBERSHIP
381	DIGITAL CODES PREMIUM

Minnesota StateClimateSummary 2022

Sun, 20 Oct 2024 10:05:14 +0000

Minnesota State Climate Summary

Published By	Publication Date	Number of Pages
MN	2022	4

MN PlumbingCode 2020

Sun, 20 Oct 2024 03:49:05 +0000

The new 2020 Minnesota Plumbing Code contains many new provisions and amendments that every user will need to purchase and become familiar with. Some of the key updates to the Minnesota Plumbing Code include: • New sound transmission provisions for plumbing piping systems. New provisions for trenching excavation and backfill, rehabilitation of piping systems, and Schedule 40 PVC and ABS DWV and storm pipe expansion table (Chapter 3) • New product standards for plumbing fixtures such as wall hung fixtures, waste fittings, lavatories, showers, bathtubs and whirlpool bathtubs, flushometer valves, sinks and eyewash stations; and signage for single use toilet facilities (Chapter 4) • New backflow protection provisions for chemical dispensers, new material provisions for pipes, tubes, fittings and joint methods for water supply and distribution, piping Insulation, and new pressure testing for the hot and cold-water supply system (Chapter 6) • New material requirements for drain, waste, vent pipe and fittings (Chapter 7) • New provisions for condensate waste and control (Chapter 8) • Circuit venting (Chapter 9) • Methods of testing storm drainage systems (Chapter 11) • Updated ASSE Series 5000 testing procedures • Appendix I — Installation standard for PEX tubing systems for hot- and cold-water distribution • New Useful Tables As Chapter 4714 of the Minnesota State Building Code, this will be enforced as law effective December 17, 2021.

PDF Catalog

PDF Pages	PDF Title
1	Cover
4	Copyright
6	MINNESOTA DISCLAIMER ACKNOWLEDGEMENTS
7	FOREWORD REVISION MARKINGS
8	UPC NOTICES AND DISCLAIMERS
9	2018 UPC FOREWORD
11	TABLE OF CONTENTS
23	TITLE: INCORPORATION BY REFERENCE 4714.0050 Title: Incorporation by Reference
25	BASIC PLUMBING PRINCIPLES 4714.0100 Basic Plumbing Principles
27	CONFORMANCE WITH CODE 4714.0101 Conformance with Code
29	CHAPTER 1 ADMINISTRATION (DELETED
31	CHAPTER 2 DEFINITIONS 201.0 General 201.1 Applicability 202.0 Definition of Terms 202.1 General
43	CHAPTER 3 GENERAL REGULATIONS 301.0 General 301.1 Applicability 301.2 Minimum Standards 301.3 Alternate Materials and Methods of Construction Equivalency 301.4 Flood Hazard Areas
44	301.5 Alternative Engineered Design 302.0 Iron Pipe Size (IPS) Pipe 302.1 General 303.0 Disposal of Liquid Waste 303.1 General 304.0 Connections to Plumbing System Required 304.1 General 305.0 Damage to Drainage System or Public Sewer 305.1 Unlawful Practices 306.0 Industrial Wastes 306.1 Detrimental Wastes 306.2 Safe Discharge
45	307.0 Location 307.1 System 307.2 Ownership 308.0 Improper Location 308.1 General 309.0 Workmanship 309.1 Engineering Practices 309.2 Concealing Imperfections 309.3 Burred Ends 309.4 Installation Practices 309.5 Sound Transmission 310.0 Prohibited Fittings and Practices 310.1 Fittings 310.2 Drainage and Vent Piping 310.3 Waste Connection 310.4 Use of Vent and Waste Pipes 310.5 Obstruction of Flow 310.6 Dissimilar Metals 310.7 Direction of Flow 310.8 Screwed Fittings 311.0 Use of Public Sewer and Water Systems Required 311.1 General 312.0 Protection of Piping, Materials, and Structures 312.1 General
46	312.2 Installation 312.3 Building Sewer and Drainage Piping 312.4 Corrosion, Erosion, and Mechanical Damage 312.5 Protectively Coated Pipe 312.6 Freezing Protection 312.7 Fire-Resistant Construction 312.8 Waterproofing of Openings 312.9 Steel Nail Plates 312.10 Sleeves 312.11 Structural Members 312.12 Rodentproofing 313.0 Hangers and Supports 313.1 General 313.2 Material 313.3 Suspended Piping 313.4 Alignment 313.5 Underground Installation 313.6 Hanger Rod Sizes
47	Table 313.6 Hanger Rod Sizes 314.0 Trenching, Excavation, and Backfill 314.1 Trenches 314.2 Tunneling and Driving 314.3 Open Trenches 314.4 Excavations 315.0 Joints and Connections 315.1 Unions 315.2 Prohibited Joints and Connections 316.0 Increasers and Reducers 316.1 General 317.0 Food-Handling Establishments 317.1 General 318.0 Test Gauges 318.1 General 318.2 Pressure Tests (10 psi or less 318.3 Pressure Tests (greater than 10 psi to 100 psi
48	318.4 Pressure Tests (exceeding 100 psi 318.5 Pressure Range 319.0 Medical Gas and Vacuum Systems (Deleted 320.0 Rehabilitation of Piping Systems 320.1 General
49	Table 313.3 Hangers and Supports
50	Table 313.3.1 Schedule 40 PVC and ABS DWV and Storm Expansion Table
51	CHAPTER 4 PLUMBING FIXTURES AND FIXTURE FITTINGS 401.0 General 401.1 Applicability 401.2 Quality of Fixtures 402.0 Installation 402.1 Cleaning 402.2 Joints 402.3 Securing Fixtures 402.4 Wall-Hung Fixtures 402.5 Setting 402.6 Flanged Fixture Connections 402.7 Supply Fittings 402.8 Installation
52	402.9 Design and Installation of Plumbing Fixtures 402.10 Slip Joint Connections 402.11 Future Fixtures 403.0 Accessible Plumbing Facilities 403.1 General 403.2 Fixtures and Fixture Fittings for Persons with Disabilities 403.3 Exposed Pipes and Surfaces 404.0 Waste Fittings and Overflows 404.1 Waste Fittings 404.2 Overflows 405.0 Prohibited Fixtures 405.1 Prohibited Water Closets 405.2 Prohibited Urinals 406.0 Special Fixtures and Specialties 406.1 Water and Waste Connections 406.2 Special Use Sinks 406.3 Special Use Fixtures 406.4 Zinc Alloy Components 407.0 Lavatories 407.1 Application 407.2 Water Consumption 407.3 Limitation of Hot Water Temperature for Public Lavatories
53	407.5 Waste Outlet 407.6 Overflow 408.0 Showers 408.1 Application 408.2 Water Consumption 408.3 Individual Shower and Tub-Shower Combination Control Valves 408.4 Waste Outlet 408.5 Finished Curb or Threshold 408.6 Shower Compartments 408.7 Lining for Showers and Receptors
54	408.8 Public Shower Floors 408.9 Location of Valves and Heads 408.10 Water Supply Riser 409.0 Bathtubs and Whirlpool Bathtubs 409.1 Application 409.2 Waste Outlet 409.3 Overflow 409.4 Limitation of Hot Water in Bathtubs and Whirlpool Bathtubs 409.5 Backflow Protection
55	409.6 Installation and Access 410.0 Bidets 410.1 Application 410.2 Backflow Protection 410.3 Limitation of Water Temperature in Bidets 411.0 Water Closets 411.1 Application 411.2 Water Consumption 411.3 Water Closet Seats 411.4 Personal Hygiene Devices 412.0 Urinals 412.1 Application 412.2 Backflow Protection 413.0 Flushing Devices 413.1 Where Required 413.2 Flushometer Valves
56	413.3 Flush Tanks 413.4 Water Supply for Flush Tanks 413.5 Overflows in Flush Tanks 414.0 Dishwashing Machines 414.1 Application 414.2 Backflow Protection 414.3 Drainage Connection 415.0 Drinking Fountains 415.1 Application 415.2 Public Use Fountains 415.3 Drainage Connection 415.4 Location 416.0 Emergency Eyewash and Shower Equipment 416.1 Application 416.2 Water Supply 416.3 Installation 416.4 Location 416.5 Drain 417.0 Faucets and Fixture Fittings 417.1 Application 417.2 Deck Mounted Bath/Shower Valves 417.3 Handheld Showers 417.4 Faucets and Fixture Fittings with Hose Connected Outlets
57	417.5 Separate Controls for Hot and Cold Water 417.6 Low Pressure Water Dispenser 418.0 Floor Drains 418.1 Application 418.2 Strainer 418.3 Location of Floor Drains 418.4 Food Storage Areas 418.5 Floor Slope 418.6 Elevator Pit Drain 418.7 Garage and Parking Area Floor Drains 419.0 Food Waste Disposers 419.1 Application 419.2 Drainage Connection 419.3 Water Supply 420.0 Sinks 420.1 Application 420.2 Water Consumption 420.3 Pre-Rinse Spray Valve 420.4 Waste Outlet
58	421.0 Floor Sinks 421.1 Application 421.2 Strainers 422.0 Minimum Number of Required Fixtures 422.1 Required Minimum Number of Fixtures 423.0 Trench Drains 423.1 Trench Drains
59	CHAPTER 5 WATER HEATERS 501.0 General 501.1 Applicability Table 501.1(1) Water Heaters 502.0 Permits 502.1 General 503.0 Inspection (Deleted 504.0 Water Heater Requirements 504.3 Clearance Table 501.1(2) First Hour Rating 504.4 Pressure-Limiting Devices 504.5 Temperature-Limiting Devices 504.6 Temperature, Pressure, and Vacuum Relief Devices 505.0 Oil-Burning and Other Water Heaters 505.1 Water Heaters
60	505.2 Safety Devices 505.3 Oil-Fired Water Heaters 505.4 Indirect-Fired Water Heaters 506.0 Air for Combustion and Ventilation (Deleted 507.0 Appliance and Equipment Installation Requirements 507.1 Dielectric Insulator 507.2 Seismic Provisions 507.3 Appliance Support 507.4 Ground Support 507.5 Drainage Pan 507.12 Flammable Vapors 507.13 Installation in Residential Garages
61	507.24 Installation Instructions 507.25 Protection of Outdoor Appliances 507.26 Accessibility for Service 507.27 Clearance to Combustible Materials 508.0 Appliances on Roofs 508.4 Appliances in Attics and Under-Floor Spaces 509.0 Venting of Appliances (Deleted 510.0 Sizing of Category I Venting (Deleted
63	CHAPTER 6 WATER SUPPLY AND DISTRIBUTION 601.0 Hot and Cold Water Required 601.1 Applicability 601.2 General 601.3 Identification of a Potable and Nonpotable Water System Table 601.3.2 Minimum Length of Color Field and Size of Letters 602.0 Unlawful Connections 602.1 Prohibited Installation
64	602.2 Cross-Contamination 602.3 Backflow Prevention 602.4 Approval by Authority 603.0 Cross-Connection Control 603.1 General 603.2 Approval of Devices or Assemblies 603.3 Backflow Prevention Devices, Assemblies, and Methods
65	Table 603.2 Backflow Prevention Devices, Assemblies, and Methods
67	Table 603.3.1 Minimum Air Gaps for Water Distribution 603.4 General Requirements
68	603.5 Specific Requirements
71	604.0 Materials 604.1 Pipe, Tube, and Fittings Table 604.1 Materials for Building Supply and Water Distribution Piping and Fittings
72	604.2 Lead Content 604.3 Copper or Copper Alloy Tube 604.4 Hard-Drawn Copper or Copper Alloy Tubing 604.5 Flexible Connectors 604.6 Cast-Iron Fittings 604.7 Malleable Iron Fittings 604.8 Previously Used Piping and Tubing 604.9 Epoxy Coating 604.10 Plastic Materials 604.11 Solder 604.12 Flexible Corrugated Connectors 604.13 Water Heater Connectors 605.0 Joints and Connections 605.1 Copper or Copper Alloy Pipe, Tubing, and Joints
73	605.2 CPVC Plastic Pipe and Joints
74	605.3 CPVC/AL/CPVC Plastic Pipe and Joints 605.4 Ductile Iron Pipe and Joints 605.5 Galvanized Steel Pipe and Joints 605.6 PE Plastic Pipe/Tubing and Joints
75	605.7 PE-AL-PE Plastic Pipe/Tubing and Joints 605.8 PE-RT 605.9 PEX Plastic Tubing and Joints 605.10 PEX-AL-PEX Plastic Tubing and Joints 605.11 Polypropylene (PP) Piping and Joints
76	605.12 PVC Plastic Pipe and Joints 605.13 Stainless Steel Pipe and Joints 605.14 Slip Joints 605.15 Dielectric Unions 605.16 Joints Between Various Materials 606.0 Valves 606.1 General 606.2 Fullway Valve
77	606.3 Multidwelling Units 606.4 Multiple Openings 606.5 Control Valve 606.6 Accessible 606.7 Multiple Fixtures 607.0 Potable Water Supply Tanks 607.1 General 607.2 Potable Water Tanks 607.3 Venting 607.4 Overflow 607.5 Valves 608.0 Water Pressure, Pressure Regulators, Pressure Relief Valves, and Vacuum Relief Valves 608.1 Inadequate Water Pressure 608.2 Excessive Water Pressure 608.3 Expansion Tanks, and Combination Temperature and Pressure-Relief Valves
78	608.4 Pressure Relief Valves 608.5 Discharge Piping 608.6 Water-Heating Devices 608.7 Vacuum Relief Valves 609.0 Installation, Testing, Unions, and Location 609.1 Installation 609.2 Trenches 609.3 Under Concrete Slab 609.4 Testing 609.5 Unions
79	609.6 Location 609.7 Abutting Lot 609.8 Low-Pressure Cutoff Required on Booster Pumps for Water Distribution Systems 609.9 Disinfection of Potable Water System 609.10 Water Hammer 609.11 Pipe Insulation 609.12 Water Meters
80	610.0 Size of Potable Water Piping 610.1 Size 610.2 Pressure Loss 610.3 Quantity of Water 610.4 Sizing Water Supply and Distribution Systems 610.5 Sizing per Appendices A and C 610.6 Friction and Pressure Loss 610.7 Conditions for Using Table 610.4 610.8 Size of Meter and Building Supply Pipe Using Table 610.4 610.9 Size of Branches 610.10 Sizing for Flushometer Valves
81	Table 610.10 Flushometer Fixture Units for Water Sizing Using Table 610.3 610.11 Sizing Systems for Flushometer Tanks 610.12 Sizing for Velocity 610.13 Exceptions
82	Table 610.3 Water Supply Fixture Units (WSFU) and Minimum Fixture Branch Pipe Sizes
83	Table 610.4 Fixture Unit Table for Determining Water Pipe and Meter Sizes
84	611.0 Water Conditioning Equipment 611.1 Application 611.2 Air Gap Discharge 611.3 Connection Tubing 611.4 Sizing of Residential Softeners Table 611.4 Sizing of Residential Water Softeners 611.5 Isolation and Bypass 612.0 Multipurpose Potable Water Piping Systems 612.1 General
85	CHAPTER 7 SANITARY DRAINAGE PART I Drainage Systems 701.0 Materials 701.1 Applicability 701.2 Drainage Piping 701.3 Drainage Fittings 701.4 Continuous Wastes 701.5 Lead 701.6 Caulking Ferrules 701.7 Soldering Bushings Table 701.6 Caulking Ferrules Table 701.7 Soldering Bushings 702.0 Fixture Unit Equivalents 702.1 Trap Size 702.2 Intermittent Flow 702.3 Continuous Flow
86	Table 701.2 Materials for Drain, Waste, Vent Pipe and Fittings
87	Table 702.1 Drainage Fixture Unit Values (DFU
88	Table 702.2(1) Maximum Drainage Fixture Units for a Trap and Trap Arm Table 702.2(2) Discharge Capacity in Gallons Per Minute for Intermittent Flow Only 703.0 Size of Drainage Piping 703.1 Minimum Size 703.2 Maximum Number of Fixture Units 703.3 Sizing per Appendix C 704.0 Fixture Connections (Drainage 704.1 Inlet Fittings 704.2 Single Vertical Drainage Pipe 704.3 Commercial Dishwashing Machines and Sinks 705.0 Joints and Connections 705.1 ABS and ABS Co-Extruded Plastic Pipe and Joints 705.2 Cast-Iron Pipe and Joints
89	Table 703.2 Maximum Unit Loading and Maximum Length of Drainage and Vent Piping 705.3 Copper or Copper Alloy Pipe (DWV) and Joints
90	705.4 Galvanized Steel Pipe and Joints 705.5 Polyethylene (PE) Sewer Pipe 705.6 PVC and PVC Co-Extruded Plastic Pipe and Joining Methods 705.7 Stainless Steel Pipe and Joints
91	705.8 Vitrified Clay Pipe and Joints 705.9 Special Joints 705.10 Joints Between Various Materials 706.0 Changes in Direction of Drainage Flow 706.1 Approved Fittings 706.2 Horizontal to Vertical 706.3 Horizontal to Horizontal 706.4 Vertical to Horizontal 707.0 Cleanouts 707.1 Plug
92	Table 707.1 Cleanouts 707.2 Approved 707.3 Watertight and Gastight 707.4 Location 707.5 Cleaning 707.6 Extension 707.7 Interceptor 707.8 Access 707.9 Clearance 707.10 Fittings 707.11 Pressure Drainage Systems 707.12 Countersunk Cleanout Plugs 707.13 Hubless Blind Plugs 707.14 Trap Arms 708.0 Grade of Horizontal Drainage Piping 708.1 General 709.0 Gravity Drainage Required 709.1 General 710.0 Drainage of Fixtures Located Below the Next Upstream Manhole or Below the Main Sewer Level 710.1 Backflow Protection
93	710.2 Sewage Discharge 710.3 Sewage Ejector and Pumps 710.4 Discharge Line 710.5 Size of Building Drains and Sewers 710.6 Backwater Valves 710.7 Drainage and Venting Systems 710.8 Sump and Receiving Tank Construction 710.9 Alarm 710.10 Sump and Receiving Tank Covers and Vents 710.11 Air Tanks
94	710.12 Grinder Pump Ejector 710.13 Macerating Toilet Systems 711.0 Suds Relief 711.1 General 712.0 Testing 712.1 Media 712.2 Water Test 712.3 Air Test 712.4 Negative Test 712.5 Finished Plumbing 712.6 Test Plugs or Caps PART II Building Sewers 713.0 Sewer Required 713.1 Where Required 713.2 Private Sewage Disposal System
95	713.3 Public Sewer 713.4 Public Sewer Availability 713.6 Lot 713.7 Installation 714.0 Damage to Public Sewer or Private Sewage Disposal System 714.1 Unlawful Practices 714.2 Prohibited Water Discharge 714.3 Prohibited Sewer Connection 714.4 Commercial Food Waste Disposer 714.5 Tanks 715.0 Building Sewer Materials 715.1 Materials 715.2 Joining Methods and Materials 715.3 Existing Sewers 716.0 Markings 716.1 General 717.0 Size of Building Sewers 717.1 General 718.0 Grade, Support, and Protection of Building Sewers 718.1 Slope
96	Table 717.1 Maximum/Minimum Fixture Unit Loading on Building Sewer Piping 718.2 Support 718.3 Protection from Damage 719.0 Cleanouts 719.1 Locations 719.2 No Additional Cleanouts 719.3 Building Sewer Cleanouts 719.4 Cleaning 719.5 Access 719.6 Manholes 720.0 Sewer and Water Pipes 720.1 General 721.0 Location 721.1 Building Sewer 721.2 Abutting Lot
97	Table 721.1 Minimum Horizontal Distance Required from Building Sewer 722.0 Abandoned Sewers and Sewage Disposal Facilities (Deleted 723.0 Building Sewer Test 723.1 General 724.0 Recreational Vehicle Sanitary Disposal Station 724.1 Construction 724.2 Flushing Device 724.3 Drainage Pipe Sizes Table 724.3 Drainage Pipe Sizes
99	CHAPTER 8 INDIRECT WASTES 801.0 General 801.1 Applicability 801.2 Air Gap or Air Break Required 801.3 Food and Beverage Handling Establishments 801.5 Connections from Water Distribution System 801.6 Sterilizers 801.7 Drip or Drainage Outlets 802.0 Approvals 802.1 General 803.0 Indirect Waste Piping 803.1 Materials 803.2 Copper and Copper Alloys 803.3 Pipe Size and Length
100	804.0 Indirect Waste Receptors 804.1 Standpipe Receptors 804.2 Domestic or Culinary Type Fixtures Prohibited as Receptors 805.0 Pressure Drainage Connections 805.1 General 806.0 Sterile Equipment 806.1 General 807.0 Appliances 807.1 Non-Classed Apparatus 807.2 Undiluted Condensate Waste 807.3 Domestic Dishwashing Machine 808.0 Cooling Water 808.1 General 809.0 Drinking Fountains 809.1 General 810.0 Steam and Hot Water Drainage Condensers and Sumps 810.1 High-Temperature Discharge 810.2 Sumps, Condensers, and Intercepting Tanks
101	810.3 Cleaning 810.4 Strainers 811.0 Chemical Wastes 811.1 Pretreatment 811.2 Waste and Vent Pipes 811.3 Joining Materials 811.4 Access 811.5 Permanent Record 811.6 Chemical Vent 811.7 Discharge 811.8 Diluted Chemicals 811.9 Waste and Vent 812.0 Clear Water Wastes 812.1 General 813.0 Swimming Pools 813.1 General 814.0 Condensate Waste and Control 814.1 Condensate Disposal 814.2 Condensate Control
102	814.4 Appliance Condensate Drains 814.5 Point of Discharge 814.6 Condensate Waste From Air-Conditioning Coils 814.7 Plastic Fittings
103	CHAPTER 9 VENTS 901.0 General 901.1 Applicability 901.2 Vents Required 901.3 Trap Seal Protection 902.0 Vents Not Required 902.1 Interceptor 903.0 Materials 903.1 Applicable Standards 903.2 Use of Copper or Copper Alloy Tubing 903.3 Changes in Direction 904.0 Size of Vents 904.1 Size 904.2 Length 905.0 Vent Pipe Grades and Connections 905.1 Grade 905.2 Horizontal Drainage Pipe 905.3 Vent Pipe Rise
104	905.4 Roof Termination 905.5 Location of Opening 905.6 Common Vertical Pipe 906.0 Vent Termination 906.1 Roof Termination 906.2 Clearance 906.3 Use of Roof 906.4 Outdoor Installations 906.5 Joints 906.6 Lead 906.7 Frost or Snow Closure 907.0 Vent Stacks and Relief Vents 907.1 Drainage Stack 907.2 Yoke Vent 908.0 Wet Venting 908.1 Vertical Wet Venting 908.2 Horizontal Wet Venting for a Bathroom Group
105	909.0 Special Venting for Island Fixtures 909.1 General 910.0 Combination Waste and Vent Systems 910.1 Where Permitted 910.2 Approval 910.3 Vents 910.4 Size 910.5 Vertical Waste Pipe 910.6 Cleanouts 910.7 Fixtures 911.0 Circuit Venting 911.1 Circuit Vent Permitted 911.2 Vent Size and Connection 911.3 Slope and Size of Horizontal Branch
106	911.4 Relief Vent 911.5 Additional Fixtures 912.0 Engineered Vent System 912.1 General 912.2 Minimum Requirements
107	CHAPTER 10 TRAPS AND INTERCEPTORS 1001.0 General 1001.1 Applicability 1001.2 Where Required 1002.0 Traps Protected by Vent Pipes 1002.1 Vent Pipes 1002.2 Fixture Traps Table 1002.2 Horizontal Lengths of Trap Arms 1002.3 Change of Direction 1002.4 Vent Pipe Opening 1003.0 Traps — Described 1003.1 General Requirements 1003.2 Slip Joint Fittings 1003.3 Size 1004.0 Traps 1004.1 Prohibited
108	1004.2 Movable Parts 1005.0 Trap Seals 1005.1 General 1006.0 Floor Drain Traps 1006.1 General 1007.0 Trap Seal Protection (Deleted 1008.0 Building Traps (Deleted 1009.0 Interceptors (Clarifiers) and Separators 1009.1 Where Required 1009.2 Approval 1009.3 Design 1009.4 Relief Vent 1009.5 Location 1009.6 Maintenance of Interceptors 1009.7 Discharge 1010.0 Slaughterhouses, Packing Establishments, etc 1010.1 Slaughterhouses 1011.0 Minimum Requirements for Auto Wash Racks 1011.1 General 1012.0 Commercial and Industrial Laundries 1012.1 General 1013.0 Bottling Establishments 1013.1 General 1014.0 Grease Interceptors 1014.1 General
109	1014.2 Hydromechanical Grease Interceptors Table 1014.2.1 Hydromechanical Grease Interceptor Sizing Using Gravity Flow Rates
110	1014.3 Gravity Grease Interceptors Table 1014.3.6 Gravity Grease Interceptor Sizing
111	1015.0 FOG (Fats, Oils, and Greases) Disposal System 1015.1 Purpose 1015.2 Components, Materials, and Equipment 1015.3 Sizing and Installation 1015.4 Performance 1016.0 Sand Interceptors 1016.1 Discharge 1016.2 Authority Having Jurisdiction 1016.3 Construction and Size 1016.4 Separate Use 1017.0 Oil and Flammable Liquid Interceptors 1017.1 Interceptors Required 1017.2 Design of Interceptors
113	CHAPTER 11 STORM DRAINAGE 1101.0 General 1101.1 Applicability 1101.2 Where Required 1101.3 Storm Water Drainage to Sanitary Sewer Prohibited 1101.4 Material Uses Table 1101.4.6 Materials for Subsoil Drain Pipe and Fittings 1101.5 Expansion Joints Required 1101.6 Subsoil Drains
114	1101.7 Building Subdrains 1101.8 Areaway Drains 1101.9 Window Areaway Drains 1101.10 Filling Stations and Motor Vehicle Washing Establishments 1101.11 Paved Areas 1101.12 Roof Drainage 1101.13 Cleanouts 1101.14 Rainwater Sumps 1101.15 Traps on Storm Drains and Leaders
115	1101.16 Leaders, Conductors, and Connections 1102.0 Roof Drains 1102.1 Applications 1102.2 Dome Strainers Required 1102.3 Roof Drain Flashings 1103.0 Size of Leaders, Conductors, and Storm Drains 1103.1 Vertical Conductors and Leaders 1103.2 Size of Horizontal Storm Drains and Sewers 1103.3 Reduction in Size Prohibited 1103.4 Side Walls Draining onto a Roof 1104.0 Values for Continuous Flow 1104.1 General 1105.0 Controlled-Flow Roof Drainage 1105.1 Application
116	Table 1105.1(1) Controlled-Flow Maximum Roof Water Depth Table 1105.1(2) Distance of Scupper Bottoms Above Roof 1105.2 Setback Roofs 1106.0 Siphonic Roof Drainage System 1106.1 General Requirements 1106.2 Design Criteria
117	1106.3 Proof of Suitability 1107.0 Testing 1107.1 Testing Required 1107.2 Methods of Testing Storm Drainage Systems
118	Table 1103.1 Sizing Roof Drains, Leaders, and Vertical Rainwater Piping
119	Table 1103.2 Sizing of Horizontal Rainwater Piping
120	Table 1103.3 Size of Gutters
121	CHAPTER 12 FUEL GAS PIPING (DELETED
123	CHAPTER 13 HEALTH CARE FACILITIES AND MEDICAL GAS AND VACUUM SYSTEMS (DELETED
125	CHAPTER 14 FIRESTOP PROTECTION (DELETED
127	CHAPTER 15 ALTERNATE WATER SOURCES FOR NONPOTABLE APPLICATIONS (DELETED
129	CHAPTER 16 NONPOTABLE RAINWATER CATCHMENT SYSTEMS 1601.0 General 1601.1 Applicability 1601.2 System Design 1601.3 Permit 1601.4 Component Identification 1601.5 Maintenance and Inspection Table 1601.5 Minimum Alternate Water Source Testing, Inspection, and Maintenance Frequency
130	1601.6 Operation and Maintenance Manual 1601.7 Minimum Water Quality Requirements 1601.8 Material Compatibility 1601.9 System Controls 1601.10 Separation Requirements 1601.11 Abandonment 1601.12 Sizing 1602.0 Nonpotable Rainwater Catchment Systems 1602.1 General 1602.2 Plumbing Plan Submission 1602.3 System Changes 1602.4 Connections to Potable or Reclaimed (Recycled) Water Systems
131	1602.5 Initial Cross-Connection Test 1602.6 Sizing 1602.7 Rainwater Catchment System Materials 1602.8 Rainwater Catchment System Color and Marking Information 1602.9 Design and Installation 1603.0 Rainwater Storage Tanks 1603.1 General
132	1603.2 Construction 1603.3 Location 1603.4 Above Grade 1603.5 Below Grade 1603.6 Drainage and Overflow 1603.7 Animals and Insects 1603.8 Marking 1603.9 Storage Tank Venting 1603.10 Pumps 1603.11 Roof Drains 1603.12 Water Quality Devices and Equipment 1603.13 Freeze Protection 1603.14 Debris Removal 1604.0 Signs 1604.1 General 1604.2 Commercial, Industrial, and Institutional Restroom Signs
133	1604.3 Equipment Room Signs 1605.0 Inspection and Testing 1605.1 General 1605.2 Supply System Inspection and Test 1605.3 Cross-Connection Inspection and Testing
135	CHAPTER 17 REFERENCED STANDARDS 1701.0 General 1701.1 Standards Table 1701.1 Referenced Standards
147	1701.2 Standards, Publications, Practices, and Guides Table 1701.2 Standards, Publications, Practices, and Guides
155	APPENDICES TABLE OF CONTENTS
157	Appendix A Recommended Rules for Sizing the Water Supply System
171	Appendix B Explanatory Notes on Combination Waste and Vent Systems
173	Appendix I Installation Standard for PEX Tubing Systems for Hot- and Cold-Water Distribution
181	USEFUL TABLES
195	CHAPTER 4716 PLUMBER LICENSING AND APPRENTICE REGISTRATION
203	ADMINISTRATION
215	MISCELLANEOUS STATUTES RELATED TO THE MINNESOTA PLUMBING CODE 144.3855 326B.41 – 326B.59
231	ASSE SERIES 5000 FIELD TEST PROCEDURES ASSE 1013 3 Valve Test Procedure
233	ASSE 1015 3 Valve Test Procedure
235	ASSE 1020 3 Valve Test Procedure
237	ASSE 1056 3 Valve Test Procedure
239	INDEX

MN Mech FuelGasCode 1stptg 2020

Sat, 19 Oct 2024 13:41:39 +0000

This is a fully integrated custom Minnesota code based on the 2018 International Mechanical Code®, 2018 International Fuel Gas Code with ANSI/ ASHRAE Standard 62.2-2016® and ANSI/ ASHRAE Standard 154-2016®.

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PDF Pages	PDF Title
1	2020 MINNESOTA MECHANICAL AND FUEL GAS CODE WITH ANSI/ASHRAE STANDARD 154-2016 AND ANSI/ASHRAE STANDARD 62.2-2016
2	2020 MINNESOTA MECHANICAL AND FUEL GAS CODE WITH ANSI/ASHRAE STANDARD 154-2016 AND ANSI/ASHRAE STANDARD 62.2-2016 TITLE PAGE
3	COPYRIGHT
4	MINNESOTA DEPARTMENT OF LABOR AND INDUSTRY
5	IMPORTANT DISCLAIMER
6	2020 MINNESOTA MECHANICAL CODE 2020 MINNESOTA MECHANICAL CODE SYMBOLS AND NOTATIONS IN THE CODE
8	PREFACE
12	EFFECTIVE USE OF THE INTERNATIONAL MECHANICAL CODE
16	2020 MINNESOTA BUILDING CODE ADMINISTRATION TABLE OF CONTENTS
18	2020 MINNESOTA BUILDING CODE ADMINISTRATION 1300.0010 ADMINISTRATION 1300.0020 TITLE 1300.0030 PURPOSE AND APPLICATION 1300.0040 SCOPE
19	1300.0050 CHAPTERS OF MINNESOTA STATE BUILDING CODE 1300.0060 OPTIONAL ADMINISTRATION 1300.0070 DEFINITIONS
20	1300.0080 CODE ADOPTION AND AMENDMENTS 1300.0090 DEPARTMENT OF BUILDING SAFETY 1300.0110 DUTIES AND POWERS OF BUILDING OFFICIAL
22	1300.0120 PERMITS
24	1300.0130 CONSTRUCTION DOCUMENTS
25	1300.0140 VIOLATIONS 1300.0150 VIOLATIONS, PENALTY 1300.0160 FEES
26	1300.0170 STOP WORK ORDER 1300.0180 UNSAFE BUILDINGS OR STRUCTURES
27	1300.0190 TEMPORARY STRUCTURES AND USES 1300.0210 INSPECTIONS
28	1300.0215 PLUMBING
29	1300.0220 CERTIFICATE OF OCCUPANCY 1300.0225 MAINTENANCE 1300.0230 BOARD OF APPEALS
30	1300.0240 DISCLAIMER CLAUSE 1300.0250 SEVERABILITY
32	2020 MINNESOTA MECHANICAL CODE TABLE OF CONTENTS
36	2020 MINNESOTA MECHANICAL CODE 1346.0050 TITLE; INCORPORATION BY REFERENCE 1346.0060 REFERENCES TO OTHER INTERNATIONAL CODE COUNCIL (ICC) CODES
37	1346.0101 SCOPE 1346.0102 EXISTING INSTALLATIONS 1346.0103 MAINTENANCE 1346.0104 ADDITIONS, ALTERATIONS, RENOVATIONS, OR REPAIRS 1346.0105 WORK EXEMPT FROM PERMIT 1346.0106 REQUIRED INSPECTIONS 1346.0108 AUTHORITY TO CONDEMN MECHANICAL SYSTEMS 1346.0109 AUTHORITY TO ORDER DISCONNECTION OF ENERGY SOURCES
38	1346.0110 CONNECTION AFTER ORDER TO DISCONNECT
40	CHAPTER 1 SCOPE AND ADMINISTRATION
42	CHAPTER 2 DEFINITIONS SECTION 201 GENERAL SECTION 202 GENERAL DEFINITIONS
54	CHAPTER 3 GENERAL REGULATIONS SECTION 301 GENERAL
55	SECTION 302 PROTECTION OF STRUCTURE
56	SECTION 303 EQUIPMENT AND APPLIANCE LOCATION SECTION 304 INSTALLATION
58	SECTION 305 PIPING SUPPORT TABLE 305.4 PIPING SUPPORT SPACINGa SECTION 306 ACCESS AND SERVICE SPACE
60	SECTION 307 CONDENSATE DISPOSAL TABLE 307.2.2 CONDENSATE DRAIN SIZING
61	SECTION 308 CLEARANCE REDUCTION SECTION 309 TEMPERATURE CONTROL
62	TABLE 308.4.2 CLEARANCE REDUCTION METHODSb SECTION 310 EXPLOSION CONTROL SECTION 311 SMOKE AND HEAT VENTS SECTION 312 HEATING AND COOLING LOAD CALCULATIONS
63	SECTION 313 CARBON MONOXIDE ALARMS
64	CHAPTER 4 VENTILATION SECTION 401 GENERAL TABLE 401.5 OPENING SIZES IN LOUVERS, GRILLES AND SCREENS PROTECTING AIR INTAKE OPENINGS
65	SECTION 402 NATURAL VENTILATION SECTION 403 MECHANICAL VENTILATION
66	EQUATION 4-1 TABLE 403.3.1.1.1.2 ZONE AIR DISTRIBUTION EFFECTIVENESS EQUATION 4-2 EQUATION 4-3 EQUATION 4-4
67	EQUATION 4-5 TABLE 403.3.1.1.2.3.2 SYSTEM VENTILATION EFFICIENCY EQUATION 4-6 EQUATION 4-7 EQUATION 4-8
68	SECTION 404 ENCLOSED PARKING GARAGES SECTION 405 SYSTEMS CONTROL SECTION 406 VENTILATION OF UNINHABITED SPACES SECTION 407 AMBULATORY CARE FACILITIES AND GROUP I-2 OCCUPANCIES
69	TABLE 403.3.1.1 MINIMUM VENTILATION RATES
70	TABLE 403.3.1.1—continued MINIMUM VENTILATION RATES
71	TABLE 403.3.1.1—continued MINIMUM VENTILATION RATES
72	TABLE 403.3.1.1—continued MINIMUM VENTILATION RATES
74	CHAPTER 5 EXHAUST SYSTEMS SECTION 501 GENERAL
75	TABLE 501.4.1 PROCEDURE TO DETERMINE MAKEUP AIR QUANTITY FOR EXHAUST APPLIANCES IN DWELLINGS
76	TABLE 501.4.2 MAKEUP AIR OPENING SIZING TABLE FOR NEW AND EXISTING DWELLINGS
77	SECTION 502 REQUIRED SYSTEMS
78	TABLE 501.4.3(1) PROCEDURE TO DETERMINE MAKEUP AIR QUANTITY FOR EXHAUST APPLIANCES IN EXISTING DWELLINGS (REFER TO ITEM 4 IN SECTION 501.4.3 TO DETERMINE APPLICABILITY OF THIS TABLE)
79	TABLE 501.4.3(2) PROCEDURE TO DETERMINE MAKEUP AIR QUANTITY FOR EXHAUST APPLIANCES IN EXISTING DWELLINGS (REFER TO ITEM 5 IN SECTION 501.4.3 TO DETERMINE APPLICABILITY OF THIS TABLE)
80	TABLE 501.4.3(3) PROCEDURE TO DETERMINE MAKEUP AIR QUANTITY FOR EXHAUST APPLIANCES IN EXISTING DWELLINGS (REFER TO ITEM 6 IN SECTION 501.4.3 TO DETERMINE APPLICABILITY OF THIS TABLE
81	EQUATION 5-1
87	SECTION 503 MOTORS AND FANS SECTION 504 CLOTHES DRYER EXHAUST
88	TABLE 504.8.4.1 DRYER EXHAUST DUCT FITTING EQUIVALENT LENGTH
89	SECTION 505 DOMESTIC COOKING EXHAUST EQUIPMENT
90	SECTION 506 COMMERCIAL KITCHEN HOOD VENTILATION SYSTEM DUCTS AND EXHAUST EQUIPMENT
91	SECTION 507 COMMERCIAL KITCHEN HOODS SECTION 508 COMMERCIAL KITCHEN MAKEUP AIR SECTION 509 FIRE SUPPRESSION SYSTEMS SECTION 510 HAZARDOUS EXHAUST SYSTEMS
93	TABLE 510.9 MINIMUM DUCT THICKNESS TABLE 510.9.2 CLEARANCE TO COMBUSTIBLES SECTION 511 DUST, STOCK AND REFUSE CONVEYING SYSTEMS
94	SECTION 512 SUBSLAB SOIL EXHAUST SYSTEMS SECTION 513 SMOKE CONTROL SYSTEMS
95	TABLE 511.2 CONSTRUCTION, CLEARANCE AND TERMINATION REQUIREMENTS FOR SINGLE-WALL METAL CHIMNEYS
96	EQUATION 5-2
97	EQUATION 5-3
99	SECTION 514 ENERGY RECOVERY VENTILATION SYSTEMS
100	CHAPTER 6 DUCT SYSTEMS SECTION 601 GENERAL
101	SECTION 602 PLENUMS
103	SECTION 603 DUCT CONSTRUCTION AND INSTALLATION TABLE 603.4 DUCT CONSTRUCTION MINIMUM SHEET METAL THICKNESS FOR SINGLE DWELLING UNITSa
105	SECTION 604 INSULATION
106	SECTION 605 AIR FILTERS SECTION 606 SMOKE DETECTION SYSTEMS CONTROL
107	SECTION 607 DUCT AND TRANSFER OPENINGS
108	[BF] TABLE 607.3.2.1 FIRE DAMPER RATING
114	CHAPTER 7 COMBUSTION AIR SECTION 701 GENERAL
116	CHAPTER 8 CHIMNEYS AND VENTS SECTION 801 GENERAL
117	SECTION 802 VENTS TABLE 802.2 VENT APPLICATION
118	SECTION 803 CONNECTORS TABLE 803.9(1) MINIMUM CHIMNEY CONNECTOR THICKNESS FOR LOW-HEAT APPLIANCES TABLE 803.9(2) MINIMUM CHIMNEY CONNECTOR THICKNESS FOR MEDIUM- AND HIGH-HEAT APPLIANCES
119	TABLE 803.10.4 CHIMNEY CONNECTOR SYSTEMS AND CLEARANCES TO COMBUSTIBLE WALL MATERIALS FOR DOMESTIC HEATING APPLIANCES TABLE 803.10.6 CONNECTOR CLEARANCES TO COMBUSTIBLES SECTION 804 DIRECT-VENT, INTEGRAL VENT AND MECHANICAL DRAFT SYSTEMS
120	SECTION 805 FACTORY-BUILT CHIMNEYS
121	SECTION 806 METAL CHIMNEYS
122	CHAPTER 9 SPECIFIC APPLIANCES, FIREPLACES AND SOLID FUEL-BURNING EQUIPMENT SECTION 901 GENERAL SECTION 902 MASONRY FIREPLACES SECTION 903 FACTORY-BUILT FIREPLACES SECTION 904 PELLET FUEL-BURNING APPLIANCES SECTION 905 FIREPLACE STOVES AND ROOM HEATERS
123	SECTION 906 FACTORY-BUILT BARBECUE APPLIANCES SECTION 907 INCINERATORS AND CREMATORIES SECTION 908 COOLING TOWERS, EVAPORATIVE CONDENSERS AND FLUID COOLERS SECTION 909 VENTED WALL FURNACES SECTION 910 FLOOR FURNACES
124	SECTION 911 DUCT FURNACES SECTION 912 INFRARED RADIANT HEATERS SECTION 913 CLOTHES DRYERS SECTION 914 SAUNA HEATERS SECTION 915 ENGINE AND GAS TURBINE-POWERED EQUIPMENT AND APPLIANCES
125	SECTION 916 POOL AND SPA HEATERS SECTION 917 COOKING APPLIANCES SECTION 918 FORCED-AIR WARM-AIR FURNACES SECTION 919 CONVERSION BURNERS SECTION 920 UNIT HEATERS SECTION 921 VENTED ROOM HEATERS SECTION 922 KEROSENE AND OIL-FIRED STOVES SECTION 923 SMALL CERAMIC KILNS
126	SECTION 924 STATIONARY FUEL CELL POWER SYSTEMS SECTION 925 MASONRY HEATERS SECTION 926 GASEOUS HYDROGEN SYSTEMS SECTION 927 RADIANT HEATING SYSTEMS SECTION 928 EVAPORATIVE COOLING EQUIPMENT SECTION 929 HIGH-VOLUME LARGE-DIAMETER FANS
128	CHAPTER 10 BOILERS, WATER HEATERS AND PRESSURE VESSELS SECTION 1001 GENERAL SECTION 1002 WATER HEATERS
129	SECTION 1003 PRESSURE VESSELS SECTION 1004 BOILERS TABLE 1004.3.1 BOILER TOP CLEARANCES
130	SECTION 1005 BOILER CONNECTIONS SECTION 1006 SAFETY AND PRESSURE RELIEF VALVES AND CONTROLS SECTION 1007 BOILER LOW-WATER CUTOFF
131	SECTION 1008 BOTTOM BLOWOFF VALVE SECTION 1009 HOT WATER BOILER EXPANSION TANK EQUATION 10-1 TABLE 1009.2 CLOSED-TYPE EXPANSION TANK SIZING
132	SECTION 1010 GAUGES SECTION 1011 TESTS
134	CHAPTER 11 REFRIGERATION SECTION 1101 GENERAL SECTION 1102 SYSTEM REQUIREMENTS
135	SECTION 1103 REFRIGERATION SYSTEM CLASSIFICATION
136	TABLE 1103.1 REFRIGERANT CLASSIFICATION, AMOUNT AND OEL
137	TABLE 1103.1—continued REFRIGERANT CLASSIFICATION, AMOUNT AND OEL
138	TABLE 1103.1—continued REFRIGERANT CLASSIFICATION, AMOUNT AND OEL
139	TABLE 1103.1—continued REFRIGERANT CLASSIFICATION, AMOUNT AND OEL
140	TABLE 1103.1—continued REFRIGERANT CLASSIFICATION, AMOUNT AND OEL
141	SECTION 1104 SYSTEM APPLICATION REQUIREMENTS
142	TABLE 1104.3.2 MAXIMUM PERMISSIBLE QUANTITIES OF REFRIGERANTS SECTION 1105 MACHINERY ROOM, GENERAL REQUIREMENTS
143	EQUATION 11-1 EQUATION 11-2 SECTION 1106 MACHINERY ROOM, SPECIAL REQUIREMENTS
144	TABLE 1106.5.2 MINIMUM EXHAUST RATES SECTION 1107 REFRIGERANT PIPING
145	SECTION 1108 FIELD TEST
146	[F] SECTION 1109 PERIODIC TESTING
148	CHAPTER 12 HYDRONIC PIPING SECTION 1201 GENERAL SECTION 1202 MATERIAL TABLE 1202.4 HYDRONIC PIPE
149	TABLE 1202.5 HYDRONIC PIPE FITTINGS SECTION 1203 JOINTS AND CONNECTIONS
151	SECTION 1204 PIPE INSULATION SECTION 1205 VALVES SECTION 1206 PIPING INSTALLATION
152	SECTION 1207 TRANSFER FLUID SECTION 1208 TESTS SECTION 1209 EMBEDDED PIPING SECTION 1210 PLASTIC PIPE GROUND-SOURCE HEAT PUMP LOOP SYSTEMS
153	TABLE 1210.4 GROUND-SOURCE LOOP PIPE TABLE 1210.5 GROUND-SOURCE LOOP PIPE FITTINGS
156	CHAPTER 13 FUEL OIL PIPING AND STORAGE SECTION 1301 GENERAL SECTION 1302 MATERIAL TABLE 1302.3 FUEL OIL PIPING SECTION 1303 JOINTS AND CONNECTIONS
157	SECTION 1304 PIPING SUPPORT SECTION 1305 FUEL OIL SYSTEM INSTALLATION
158	SECTION 1306 OIL GAUGING SECTION 1307 FUEL OIL VALVES SECTION 1308 TESTING
160	CHAPTER 14 SOLAR THERMAL SYSTEMS SECTION 1401 GENERAL SECTION 1402 DESIGN AND INSTALLATION
162	SECTION 1403 HEAT TRANSFER FLUIDS SECTION 1404 LABELING
164	CHAPTER 15 REFERENCED STANDARDS ACCA AHRI AMCA ANSI
165	ASHRAE ASME
166	ASSE ASSE ASTM
170	AWS AWWA CPSC CSA
171	DOL FDA FS ICC
172	IIAR MSS NAIMA NBBI NFPA
173	NSF
174	SMACNA UL
178	CHAPTER 16 INSTALLATION AND TESTING OF OIL OR LIQUID FUEL-FIRED EQUIPMENT SECTION 1601 GENERAL SECTION 1602 EQUIPMENT PLACEMENT SECTION 1603 PILOT OPERATION SECTION 1604 BURNER OPERATION SECTION 1605 TEST METHODS
180	SECTION 1606 EQUIPMENT
182	APPENDIX A CHIMNEY CONNECTOR PASS-THROUGHS FIGURE A-1 CHIMNEY CONNECTOR SYSTEMS
183	FIGURE A-1—continued CHIMNEY CONNECTOR SYSTEMS
184	APPENDIX B RECOMMENDED PERMIT FEE SCHEDULE
186	1346.6010 APPENDIX C TABLE C-1 RECOMMENDED CAPACITIES FOR DOMESTIC KITCHEN EXHAUST HOODS
188	INDEX
194	ANSI/ASHRAE STANDARD 62.2-2016 VENTILATION AND ACCEPTABLE INDOOR AIR QUALITY IN RESIDENTIAL BUILDINGS TITLE PAGE
195	ASHRAE STANDING STANDARD PROJECT COMMITTEE 62.2 ASHRAE STANDARDS COMMITTEE 2015–2016 SPECIAL NOTE DISCLAIMER ASHRAE INDUSTRIAL ADVERTISING POLICY ON STANDARDS
196	CONTENTS NOTE COPYRIGHT
197	FOREWORD 1. PURPOSE 2. SCOPE
198	3. DEFINITIONS
199	4. DWELLING-UNIT VENTILATION EQUATION 4.1A EQUATION 4.1B EQUATION 4.2
200	TABLE 4.1a (I-P) VENTILATION AIR REQUIREMENTS, cfm TABLE 4.1b (SI) VENTILATION AIR REQUIREMENTS, L/s EQUATION 4.3 EQUATION 4.4 EQUATION 4.5A EQUATION 4.5B EQUATION 4.6
201	5. LOCAL EXHAUST
202	TABLE 5.1 DEMAND-CONTROLLLED LOCAL VENTILATION EXHAUST AIRFLOW RATES TABLE 5.2 CONTINUOUS LOCAL VENTILATION EXHAUST AIRFLOW RATES TABLE 5.3 PRESCRIPTIVE DUCT SIZING 6. OTHER REQUIREMENTS
204	7. AIR-MOVING EQUIPMENT 8. CLIMATE DATA 9. REFERENCES
205	FIGURE 8.1 CLIMATE ZONES FOR U.S. LOCATIONS
207	NORMATIVE APPENDIX A EXISTING BUILDINGS A1. SUMMARY A2. DWELLING-UNIT MECHANICAL VENTILATION RATE A3. LOCAL EXHAUST A4. AIR-MOVING EQUIPMENT
208	NORMATIVE APPENDIX B INFILTRATION EFFECTIVENESS WEATHER AND SHIELDING FACTORS TABLE B1 U.S. CLIMATES
209	TABLE B1 U.S. CLIMATES (Continued)
210	TABLE B1 U.S. CLIMATES (Continued)
211	TABLE B1 U.S. CLIMATES (Continued)
212	TABLE B1 U.S. CLIMATES (Continued)
213	TABLE B1 U.S. CLIMATES (Continued)
214	TABLE B1 U.S. CLIMATES (Continued)
215	TABLE B1 U.S. CLIMATES (Continued)
216	TABLE B1 U.S. CLIMATES (Continued)
217	TABLE B1 U.S. CLIMATES (Continued)
218	TABLE B1 U.S. CLIMATES (Continued)
219	TABLE B1 U.S. CLIMATES (Continued)
220	TABLE B1 U.S. CLIMATES (Continued)
221	TABLE B1 U.S. CLIMATES (Continued)
222	TABLE B1 U.S. CLIMATES (Continued)
223	TABLE B1 U.S. CLIMATES (Continued)
224	TABLE B1 U.S. CLIMATES (Continued)
225	TABLE B1 U.S. CLIMATES (Continued)
226	TABLE B1 U.S. CLIMATES (Continued)
227	TABLE B1 U.S. CLIMATES (Continued)
228	TABLE B1 U.S. CLIMATES (Continued)
229	TABLE B1 U.S. CLIMATES (Continued)
230	TABLE B1 U.S. CLIMATES (Continued)
231	TABLE B1 U.S. CLIMATES (Continued)
232	TABLE B1 U.S. CLIMATES (Continued)
233	TABLE B1 U.S. CLIMATES (Continued)
234	TABLE B2 CANADIAN CLIMATES
235	TABLE B2 CANADIAN CLIMATES (Continued)
236	NORMATIVE APPENDIX C RELATIVE EXPOSURE C1. SUMMARY C2. TIME-VARYING TOTAL VENTILATION EQUATION C1 EQUATION C2 EQUATION C3 EQUATION C4 EQUATION C5 EQUATION C6 EQUATION C7 EQUATION C8 C3. RELATIVE EXPOSURE CALCULATION EQUATION C9 EQUATION C10
237	TABLE C1 WIND SPEED MULTIPLIER, G TABLE C2 SHELTER FACTOR, s TABLE C3 (I-P) WIND COEFFICIENT, Cw TABLE C3 (SI) WIND COEFFICIENT, Cw TABLE C4 (I-P) STACK COEFFICIENT, Cs TABLE C4 (SI) STACK COEFFICIENT, Cs
238	INFORMATIVE APPENDIX D ADDENDA DESCRIPTION INFORMATION TABLE D1 ADDENDA TO ANSI/ASHRAE STANDARD 62.2-2013
239	TABLE D1 ADDENDA TO ANSI/ASHRAE STANDARD 62.2-2013 (Continued)
240	TABLE D1 ADDENDA TO ANSI/ASHRAE STANDARD 62.2-2013 (Continued)
241	NOTICE
242	FORM FOR SUBMITTAL OF PROPOSED CHANGE TO AN ASHRAE STANDARD UNDER CONTINUOUS MAINTENANCE
243	POLICY STATEMENT DEFINING ASHRAE’S CONCERN FOR THE ENVIRONMENTAL IMPACT OF ITS ACTIVITIES
245	ABOUT ASHRAE IMPORTANT NOTICES ABOUT THIS STANDARD
246	ANSI/ASHRAE STANDARD 154-2016 VENTILATION FOR COMMERCIAL COOKING OPERATIONS TITLE PAGE
247	ASHRAE STANDING STANDARD PROJECT COMMITTEE 154 ASHRAE STANDARDS COMMITTEE 2016–2017 SPECIAL NOTE DISCLAIMER ASHRAE INDUSTRIAL ADVERTISING POLICY ON STANDARDS
248	CONTENTS NOTE COPYRIGHT
249	FOREWORD 1. PURPOSE 2. SCOPE 3. DEFINITIONS
252	4. EXHAUST HOODS
254	TABLE 1 TYPE I HOOD REQUIREMENTS BY APPLIANCE TYPE
255	TABLE 2 TYPE II HOOD REQUIREMENTS BY APPLIANCE DESCRIPTION
256	TABLE 2 TYPE II HOOD REQUIREMENTS BY APPLIANCE DESCRIPTION (Continued) TABLE 3 MINIMUM OVERHANG REQUIREMENTS FOR TYPE II HOODS TABLE 4 TYPE II HOOD MINIMUM NET EXHAUST AIRFLOW RATES FIGURE 1 3 × 3 ft (914 × 914 mm) PARTIAL SIDE PANEL
257	5. EXHAUST SYSTEMS
258	6. REPLACEMENT AIR
259	7. SYSTEM CONTROLS 8. ADMINISTRATION AND COMPLIANCE 9. REFERENCES
261	INFORMATIVE ANNEX A EXAMPLES OF AIR BALANCING A1. CONVENTIONAL AIR BALANCING A2. BEST PRACTICE AIR BALANCING A3. PRESSURE DIFFERENTIALS
262	TABLE A-1 AIR BALANCE FOR CONVENTIONAL RESTAURANT FIGURE A-1 CONVENTIONAL RESTAURANT AIR BALANCE EXAMPLE
263	TABLE A-2 AIR BALANCE FOR BEST PRACTICE RESTAURANT FIGURE A-2 BEST PRACTICES RESTAURANT AIR BALANCE EXAMPLE
264	INFORMATIVE ANNEX B ALTERNATIVE AIRFLOW CALCULATION METHOD B1. EXHAUST AIRFLOW CALCULATION EQUATION B-1 B2. THERMAL PLUME CALCULATION EQUATION B-2 EQUATION B-3 EQUATION B-4 B3. AIRFLOW CALCULATION EXAMPLE
265	TABLE B-1 UNLISTED HOOD EFFECTIVENESS VALUES TABLE B-2 REDUCTION FACTORS TABLE B-3 EXAMPLE APPLIANCE SPECIFICATIONS TABLE B-4 HYDRAULIC DIAMETER FOR EACH APPLIANCE CALCULATED USING EQUATION B-3 TABLE B-5 THERMAL PLUME AIRFLOWS CALCULATED FOR EACH APPLIANCE USING EQUATION B-2
266	INFORMATIVE ANNEX C HOOD ENERGY SAVINGS CALCULATION
267	TABLE C-1 ANNEX C NOMENCLATURE
268	INFORMATIVE ANNEX D USING ASHRAE STANDARD 154 TO DETERMINE HOOD OVERHANGS AND EXHAUST AIRFLOWS D1. APPLIANCES UNDERNEATH THE HOOD D2. UNHOODED APPLIANCE DESCRIPTIONS
269	TABLE D-1 MINIMUM HOOD LENGTH TABLE D-2 MINIMUM HOOD DEPTH TABLE D-3 HOODED APPLIANCE HEAT GAIN ESTIMATIONS TABLE D-4 UNHOODED APPLIANCE HEAT GAIN ESTIMATIONS
270	INFORMATIVE ANNEX E INFORMATIVE BIBLIOGRAPHY
272	NOTICE
273	FORM FOR SUBMITTAL OF PROPOSED CHANGE TO AN ASHRAE STANDARD UNDER CONTINUOUS MAINTENANCE
274	POLICY STATEMENT DEFINING ASHRAE’S CONCERN FOR THE ENVIRONMENTAL IMPACT OF ITS ACTIVITIES
275	ABOUT ASHRAE IMPORTANT NOTICES ABOUT THIS STANDARD
276	2020 MINNESOTA FUEL GAS CODE 2020 MINNESOTA FUEL GAS CODE SYMBOLS AND NOTATIONS IN THE CODE
278	PREFACE
282	EFFECTIVE USE OF THE INTERNATIONAL FUEL GAS CODE
284	TABLE OF CONTENTS
286	2020 MINNESOTA FUEL GAS CODE 1346.5050 TITLE; INCORPORATION BY REFERENCE 1346.5060 REFERENCES TO OTHER INTERNATIONAL CODE COUNCIL (ICC) CODES 1346.5101 ADMINISTRATION
288	CHAPTER 1 SCOPE AND ADMINISTRATION
290	CHAPTER 2 DEFINITIONS SECTION 201 (IFGC) GENERAL SECTION 202 (IFGC) GENERAL DEFINITIONS
298	CHAPTER 3 GENERAL REGULATIONS SECTION 301 (IFGC) GENERAL
299	SECTION 302 (IFGC) STRUCTURAL SAFETY SECTION 303 (IFGC) APPLIANCE LOCATION
300	SECTION 304 (IFGS) COMBUSTION, VENTILATION AND DILUTION AIR
301	EQUATION 3-1 EQUATION 3-2 TABLE 304.1 COMBUSTION AIR REQUIREMENTS FOR CATEGORY I, III, AND IV GAS-FIRED APPLIANCES WHEN THE COMBINED INPUT IS UP TO AND INCLUDING 400,000 BTU/HR
302	FIGURE 304.5.3 ALL AIR FROM INSIDE THE BUILDING (see Section 304.5.3)
303	SECTION 305 (IFGC) INSTALLATION
304	SECTION 306 (IFGC) ACCESS AND SERVICE SPACE
305	SECTION 307 (IFGC) CONDENSATE DISPOSAL
306	SECTION 308 (IFGS) CLEARANCE REDUCTION SECTION 309 (IFGC) ELECTRICAL
307	TABLE 308.2 REDUCTION OF CLEARANCES WITH SPECIFIED FORMS OF PROTECTIONa through k SECTION 310 (IFGS) ELECTRICAL BONDING
308	FIGURE 308.2(1) EXTENT OF PROTECTION NECESSARY TO REDUCE CLEARANCES FROM APPLIANCE OR VENT CONNECTIONS FIGURE 308.2(2) WALL PROTECTOR CLEARANCE REDUCTION SYSTEM FIGURE 308.2(3) MASONRY CLEARANCE REDUCTION SYSTEM
309	SECTION 311 CARBON MONOXIDE ALARMS
310	CHAPTER 4 GAS PIPING INSTALLATIONS SECTION 401 (IFGC) GENERAL SECTION 402 (IFGS) PIPE SIZING
311	EQUATION 4-1 EQUATION 4-2 TABLE 402.4 Cr AND Y VALUES FOR NATURAL GAS AND UNDILUTED PROPANE AT STANDARD CONDITIONS
312	TABLE 402.4(1) SCHEDULE 40 METALLIC PIPE
313	TABLE 402.4(2) SCHEDULE 40 METALLIC PIPE
314	TABLE 402.4(2)A PIPE SIZING TABLE FOR NATURAL GAS
315	TABLE 402.4(3) SCHEDULE 40 METALLIC PIPE
316	TABLE 402.4(4) SCHEDULE 40 METALLIC PIPE
317	TABLE 402.4(5) SCHEDULE 40 METALLIC PIPE
318	TABLE 402.4(6) SCHEDULE 40 METALLIC PIPE
319	TABLE 402.4(7) SCHEDULE 40 METALLIC PIPE
320	TABLE 402.4(8) SEMIRIGID COPPER TUBING
321	TABLE 402.4(9) SEMIRIGID COPPER TUBING
322	TABLE 402.4(10) SEMIRIGID COPPER TUBING
323	TABLE 402.4(11) SEMIRIGID COPPER TUBING
324	TABLE 402.4(12) SEMIRIGID COPPER TUBING
325	TABLE 402.4(13) SEMIRIGID COPPER TUBING
326	TABLE 402.4(14) SEMIRIGID COPPER TUBING
327	TABLE 402.4(15) CORRUGATED STAINLESS STEEL TUBING (CSST)
328	TABLE 402.4(16) CORRUGATED STAINLESS STEEL TUBING (CSST)
329	TABLE 402.4(17) CORRUGATED STAINLESS STEEL TUBING (CSST)
330	TABLE 402.4(18) CORRUGATED STAINLESS STEEL TUBING (CSST)
331	TABLE 402.4(19) CORRUGATED STAINLESS STEEL TUBING (CSST)
332	TABLE 402.4(20) POLYETHYLENE PLASTIC PIPE
333	TABLE 402.4(21) POLYETHYLENE PLASTIC PIPE
334	TABLE 402.4(22) POLYETHYLENE PLASTIC PIPE
335	TABLE 402.4(23) POLYETHYLENE PLASTIC TUBING TABLE 402.4(24) POLYETHYLENE PLASTIC TUBING
336	TABLE 402.4(25) SCHEDULE 40 METALLIC PIPE
337	TABLE 402.4(26) SCHEDULE 40 METALLIC PIPE
338	TABLE 402.4(27) SCHEDULE 40 METALLIC PIPE
339	TABLE 402.4(28) SCHEDULE 40 METALLIC PIPE
340	TABLE 402.4(29) SEMIRIGID COPPER TUBING
341	TABLE 402.4(30) SEMIRIGID COPPER TUBING
342	TABLE 402.4(31) SEMIRIGID COPPER TUBING
343	TABLE 402.4(32) CORRUGATED STAINLESS STEEL TUBING (CSST)
344	TABLE 402.4(33) CORRUGATED STAINLESS STEEL TUBING (CSST)
345	TABLE 402.4(34) CORRUGATED STAINLESS STEEL TUBING (CSST)
346	TABLE 402.4(35) POLYETHYLENE PLASTIC PIPE
347	TABLE 402.4(36) POLYETHYLENE PLASTIC PIPE
348	TABLE 402.4(37) POLYETHYLENE PLASTIC TUBING
349	SECTION 403 (IFGS) PIPING MATERIALS
350	TABLE 403.9.2 SPECIFICATIONS FOR THREADING METALLIC PIPE
351	SECTION 404 (IFGC) PIPING SYSTEM INSTALLATION
354	SECTION 405 (IFGS) PIPING BENDS AND CHANGES IN DIRECTION SECTION 406 (IFGS) INSPECTION, TESTING AND PURGING
355	TABLE 406.7.1.1 SIZE AND LENGTH OF PIPING
356	SECTION 407 (IFGC) PIPING SUPPORT SECTION 408 (IFGC) DRIPS AND SLOPED PIPING FIGURE 408.4 METHOD OF INSTALLING A TEE FITTING SEDIMENT TRAP
357	SECTION 409 (IFGC) SHUTOFF VALVES TABLE 409.1.1 MANUAL GAS VALVE STANDARDS
358	SECTION 410 (IFGC) FLOW CONTROLS SECTION 411 (IFGC) APPLIANCE AND MANUFACTURED HOME CONNECTIONS
360	SECTION 412 (IFGC) LIQUEFIED PETROLEUM GAS MOTOR VEHICLE FUEL-DISPENSING FACILITIES
361	SECTION 413 (IFGC) COMPRESSED NATURAL GAS MOTOR VEHICLE FUEL-DISPENSING FACILITIES
362	[F] TABLE 413.9.2.3 SEPARATION DISTANCE FOR ATMOSPHERIC VENTING OF CNG
363	SECTION 414 (IFGC) SUPPLEMENTAL AND STANDBY GAS SUPPLY SECTION 415 (IFGS) PIPING SUPPORT INTERVALS TABLE 415.1 SUPPORT OF PIPING SECTION 416 (IFGS) OVERPRESSURE PROTECTION DEVICES
366	CHAPTER 5 CHIMNEYS AND VENTS SECTION 501 (IFGC) GENERAL
367	SECTION 502 (IFGC) VENTS
368	SECTION 503 (IFGS) VENTING OF APPLIANCES
369	TABLE 503.4 TYPE OF VENTING SYSTEM TO BE USED
371	FIGURE 503.6.5 TERMINATION LOCATIONS FOR GAS VENTS WITH LISTED CAPS 12 INCHES OR LESS IN SIZE NOT LESS THAN 8 FEET FROM A VERTICAL WALL
374	TABLE 503.8 THROUGH-THE-WALL, DIRECT-VENT TERMINATION CLEARANCES TABLE 503.10.2.4 MINIMUM THICKNESS FOR GALVANIZED STEEL VENT CONNECTORS FOR LOW-HEAT APPLIANCES
375	TABLE 503.10.2.5 MINIMUM THICKNESS FOR STEEL VENT CONNECTORS FOR MEDIUM-HEAT APPLIANCES
376	TABLE 503.10.5a CLEARANCES FOR CONNECTORS
377	SECTION 504 (IFGS) SIZING OF CATEGORY I APPLIANCE VENTING SYSTEMS
379	TABLE 504.3.2 MAXIMUM VENT CONNECTOR LENGTH
381	SECTION 505 (IFGC) DIRECT-VENT, INTEGRAL VENT, MECHANICAL VENT AND VENTILATION/EXHAUST HOOD VENTING SECTION 506 (IFGC) FACTORY-BUILT CHIMNEYS
383	TABLE 504.2(1) TYPE B DOUBLE-WALL GAS VENT
384	TABLE 504.2(1)—continued TYPE B DOUBLE-WALL GAS VENT
385	TABLE 504.2(1)—continued TYPE B DOUBLE-WALL GAS VENT
386	TABLE 504.2(1)—continued TYPE B DOUBLE-WALL GAS VENT
387	TABLE 504.2(2) TYPE B DOUBLE-WALL GAS VENT
388	TABLE 504.2(2)—continued TYPE B DOUBLE-WALL GAS VENT
389	TABLE 504.2(3) MASONRY CHIMNEY
390	TABLE 504.2(3)—continued MASONRY CHIMNEY
391	TABLE 504.2(4) MASONRY CHIMNEY
392	TABLE 504.2(4)—continued MASONRY CHIMNEY
393	TABLE 504.2(5) SINGLE-WALL METAL PIPE OR TYPE B ASBESTOS CEMENT VENT
394	TABLE 504.2(6) EXTERIOR MASONRY CHIMNEY
395	TABLE 504.3(1) TYPE B DOUBLE-WALL VENT
396	TABLE 504.3(1)—continued TYPE B DOUBLE-WALL VENT
397	TABLE 504.3(2) TYPE B DOUBLE-WALL VENT
398	TABLE 504.3(3) MASONRY CHIMNEY
399	TABLE 504.3(4) MASONRY CHIMNEY
400	TABLE 504.3(5) SINGLE-WALL METAL PIPE OR TYPE ASBESTOS CEMENT VENT
401	TABLE 504.3(6a) EXTERIOR MASONRY CHIMNEY TABLE 504.3(6b) EXTERIOR MASONRY CHIMNEY TABLE 504.3(6b) EXTERIOR MASONRY CHIMNEY—continued
402	TABLE 504.3(7a) EXTERIOR MASONRY CHIMNEY TABLE 504.3(7b) EXTERIOR MASONRY CHIMNEY TABLE 504.3(7b) EXTERIOR MASONRY CHIMNEY—continued
404	CHAPTER 6 SPECIFIC APPLIANCES SECTION 601 (IFGC) GENERAL SECTION 602 (IFGC) DECORATIVE APPLIANCES FOR INSTALLATION IN FIREPLACES SECTION 603 (IFGC) LOG LIGHTERS SECTION 604 (IFGC) VENTED GAS FIREPLACES (DECORATIVE APPLIANCES) SECTION 605 (IFGC) VENTED GAS FIREPLACE HEATERS SECTION 606 (IFGC) INCINERATORS AND CREMATORIES SECTION 607 (IFGC) COMMERCIAL-INDUSTRIAL INCINERATORS SECTION 608 (IFGC) VENTED WALL FURNACES
405	SECTION 609 (IFGC) FLOOR FURNACES SECTION 610 (IFGC) DUCT FURNACES SECTION 611 (IFGC) NONRECIRCULATING DIRECT-FIRED INDUSTRIAL AIR HEATERS
406	SECTION 612 (IFGC) RECIRCULATING DIRECT-FIRED INDUSTRIAL AIR HEATERS SECTION 613 (IFGC) CLOTHES DRYERS SECTION 614 (IFGC) CLOTHES DRYER EXHAUST
407	[M] TABLE 614.8.4.1 DRYER EXHAUST DUCT FITTING EQUIVALENT LENGTH
408	SECTION 615 (IFGC) SAUNA HEATERS
409	SECTION 616 (IFGC) ENGINE AND GAS TURBINE-POWERED EQUIPMENT SECTION 617 (IFGC) POOL AND SPA HEATERS SECTION 618 (IFGC) FORCED-AIR WARM-AIR FURNACES
410	SECTION 619 (IFGC) CONVERSION BURNERS SECTION 620 (IFGC) UNIT HEATERS SECTION 621 (IFGC) UNVENTED ROOM HEATERS SECTION 622 (IFGC) VENTED ROOM HEATERS SECTION 623 (IFGC) COOKING APPLIANCES
411	SECTION 624 (IFGC) WATER HEATERS SECTION 625 (IFGC) REFRIGERATORS SECTION 626 (IFGC) GAS-FIRED TOILETS SECTION 627 (IFGC) AIR-CONDITIONING APPLIANCES
412	SECTION 628 (IFGC) ILLUMINATING APPLIANCES SECTION 629 (IFGC) SMALL CERAMIC KILNS SECTION 630 (IFGC) INFRARED RADIANT HEATERS SECTION 631 (IFGC) BOILERS
413	SECTION 632 (IFGC) EQUIPMENT INSTALLED IN EXISTING UNLISTED BOILERS SECTION 633 (IFGC) STATIONARY FUEL-CELL POWER SYSTEMS SECTION 634 (IFGS) CHIMNEY DAMPER OPENING AREA TABLE 634.1 FREE OPENING AREA OF CHIMNEY DAMPER FOR VENTING FLUE GASES FROM UNLISTED DECORATIVE APPLIANCES FOR INSTALLATION IN VENTED FIREPLACES SECTION 635 (IFGC) GASEOUS HYDROGEN SYSTEMS SECTION 636 (IFGC) OUTDOOR DECORATIVE APPLIANCES
414	CHAPTER 7 GASEOUS HYDROGEN SYSTEMS SECTION 701 (IFGC) GENERAL SECTION 702 (IFGC) GENERAL DEFINITIONS SECTION 703 (IFGC) GENERAL REQUIREMENTS
415	SECTION 704 (IFGC) PIPING, USE AND HANDLING
416	SECTION 705 (IFGC) TESTING OF HYDROGEN PIPING SYSTEMS
417	SECTION 706 (IFGC) LOCATION OF GASEOUS HYDROGEN SYSTEMS SECTION 707 (IFGC) OPERATION AND MAINTENANCE OF GASEOUS HYDROGEN SYSTEMS SECTION 708 (IFGC) DESIGN OF LIQUEFIED HYDROGEN SYSTEMS ASSOCIATED WITH HYDROGEN VAPORIZATION OPERATIONS
418	IFGC/IFGS CHAPTER 8 REFERENCED STANDARDS ANSI
419	ASME
420	ASTM
421	CGA CSA DOTn ICC
422	MSS NFPA UL
424	1346.5900 CHAPTER 9 INSTALLATION AND TESTING OF FUEL GAS-FIRED EQUIPMENT CHAPTER 9 INSTALLATION AND TESTING OF FUEL GAS-FIRED EQUIPMENT
428	1346.6000 CHAPTER 10 MANUFACTURED HOME PARK/COMMUNITY FUEL GAS EQUIPMENT AND APPLIANCE INSTALLATION CHAPTER 10 MANUFACTURED HOME PARK/COMMUNITY FUEL GAS EQUIPMENT AND APPLIANCE INSTALLATION TABLE 1002 DEMAND FACTORS FOR CALCULATING GAS PIPING SYSTEMS IN MANUFACTURED HOME PARKS AND COMMUNITIES
430	APPENDIX A (IFGS) SIZING AND CAPACITIES OF GAS PIPING A.1 GENERAL PIPING CONSIDERATIONS A.2 DESCRIPTION OF TABLES
431	TABLE A.2.2 EQUIVALENT LENGTHS OF PIPE FITTINGS AND VALVES
432	TABLE A.2.2—continued EQUIVALENT LENGTHS OF PIPE FITTINGS AND VALVES
433	TABLE A.2.4 MULTIPLIERS TO BE USED WITH TABLES 402.4(1) THROUGH 402.4(22) WHERE THE SPECIFIC GRAVITY OF THE GAS IS OTHER THAN 0.60 A.3 USE OF CAPACITY TABLES
435	TABLE A.3.4 THOUSANDS OF BTU/H (MBH) OF NATURAL GAS PER 100 FEET OF PIPE AT VARIOUS PRESSURE DROPS AND PIPE DIAMETERS A.4 USE OF SIZING EQUATIONS
436	A.5 PIPE AND TUBE DIAMETERS TABLE A.5.1 SCHEDULE 40 STEEL PIPE STANDARD SIZES TABLE A.5.2 COPPER TUBE STANDARD SIZES A.6 EXAMPLES OF PIPING SYSTEM DESIGN AND SIZING
437	FIGURE A.6.1 PIPING PLAN SHOWING A STEEL PIPING SYSTEM FIGURE A.6.2 PIPING PLAN SHOWING A CSST SYSTEM
438	FIGURE A.6.3 PIPING PLAN SHOWING A COPPER TUBING SYSTEM FIGURE A.6.4 PIPING PLAN SHOWING A MODIFICATION TO EXISTING PIPING SYSTEM
440	APPENDIX B (IFGS) SIZING OF VENTING SYSTEMS SERVING APPLIANCES EQUIPPED WITH DRAFT HOODS, CATEGORY I APPLIANCES AND APPLIANCES LISTED FOR USE WITH TYPE B VENTS EXAMPLES USING SINGLE APPLIANCE VENTING TABLES FIGURE B-1 TYPE B DOUBLE-WALL VENT SYSTEM SERVING A SINGLE APPLIANCE WITH A TYPE B DOUBLE-WALL VENT FIGURE B-2 TYPE B DOUBLE-WALL VENT SYSTEM SERVING A SINGLE APPLIANCE WITH A SINGLE-WALL METAL VENT CONNECTOR
441	FIGURE B-3 VENT SYSTEM SERVING A SINGLE APPLIANCE WITH A MASONRY CHIMNEY OF TYPE B DOUBLE-WALL VENT CONNECTOR FIGURE B-4 VENT SYSTEM SERVING A SINGLE APPLIANCE USING A MASONRY CHIMNEY AND A SINGLE-WALL METAL VENT CONNECTOR FIGURE B-5 ASBESTOS CEMENT TYPE B OR SINGLE-WALL METAL VENT SYSTEM SERVING A SINGLE DRAFT-HOOD-EQUIPPED APPLIANCE FIGURE B-6 VENT SYSTEM SERVING TWO OR MORE APPLIANCES WITH TYPE B DOUBLE-WALL VENT AND TYPE B DOUBLE-WALL VENT CONNECTOR
442	FIGURE B-7 VENT SYSTEM SERVING TWO OR MORE APPLIANCES WITH TYPE B DOUBLE-WALL VENT AND SINGLE-WALL METAL VENT CONNECTORS FIGURE B-8 MASONRY CHIMNEY SERVING TWO OR MORE APPLIANCES WITH TYPE B DOUBLE-WALL VENT CONNECTOR FIGURE B-9 MASONRY CHIMNEY SERVING TWO OR MORE APPLIANCES WITH SINGLE-WALL METAL VENT CONNECTORS FIGURE B-10 ASBESTOS CEMENT TYPE B OR SINGLE-WALL METAL VENT SYSTEM SERVING TWO OR MORE DRAFT-HOOD-EQUIPPED APPLIANCES
443	FIGURE B-11 USE OF MANIFOLD COMMON VENT CONNECTOR FIGURE B-12 USE OF OFFSET COMMON VENT FIGURE B-13 MULTISTORY GAS VENT DESIGN PROCEDURE FOR EACH SEGMENT OF SYSTEM FIGURE B-14 MULTISTORY VENT SYSTEMS
444	FIGURE B-15 (EXAMPLE 1) SINGLE DRAFT-HOOD-EQUIPPED APPLIANCE FIGURE B-16 (EXAMPLE 2) SINGLE FAN-ASSISTED APPLIANCE
445	EXAMPLES USING COMMON VENTING TABLES FIGURE B-17 (EXAMPLE 4) COMMON VENTING TWO DRAFT-HOOD-EQUIPPED APPLIANCES FIGURE B-18 (EXAMPLE 5A) COMMON VENTING A DRAFT HOOD WITH A FAN-ASSISTED FURNACE INTO A TYPE B DOUBLE-WALL COMMON VENT
447	TABLE B-1 MASONRY CHIMNEY LINER DIMENSIONS WITH CIRCULAR EQUIVALENTSa
448	FIGURE B-19
450	APPENDIX C (IFGS) EXIT TERMINALS OF MECHANICAL DRAFT AND DIRECT-VENT VENTING SYSTEMS APPENDIX C EXIT TERMINALS OF MECHANICAL DRAFT AND DIRECT-VENT VENTING SYSTEMS
452	APPENDIX D (IFGS) RECOMMENDED PROCEDURE FOR SAFETY INSPECTION OF AN EXISTING APPLIANCE INSTALLATION D.1 GENERAL D.2 OCCUPANT AND INSPECTOR SAFETY
453	D.3 GAS PIPING AND CONNECTION INSPECTIONS D.4 INSPECTIONS TO BE PERFORMED WITH THE APPLIANCE NOT OPERATING
454	D.5 INSPECTIONS TO BE PERFORMED WIHT THE APPLIANCE OPERATING
455	D.6 APPLIANCE-SPECIFIC INSPECTIONS
456	TABLE D.6 CO THRESHOLDS
458	APPENDIX E WORKSHEET E-1 (FUEL GAS CODE) IFGC APPENDIX E, WORKSHEET E-1 RESIDENTIAL COMBUSTION AIR CALCULATION METHOD (FOR FURNACE, BOILER, AND/OR WATER HEATER IN THE SAME SPACE)
460	IFGC APPENDIX E, TABLE E-1 RESIDENTIAL COMBUSTION AIR REQUIRED VOLUME (REQUIRED INTERIOR VOLUME BASED ON INPUT RATING OF APPLIANCES)
462	INDEX
466	ICC EVALUATION SERVICE
467	ICC’S DIGITAL CODES LIBRARY
468	ICC ASSESSMENT CENTER
469	ICC LEARNING CENTER

MN FireCode 1stptg 2020.pdf

Sat, 19 Oct 2024 13:26:43 +0000

2020 City of Los Angeles amendment pages for integration with the 2019 California Building Code

PDF Catalog

PDF Pages	PDF Title
1	2020 MINNESOTA STATE FIRE CODE
2	2020 MINNESOTA STATE FIRE CODE TITLE PAGE
3	COPYRIGHT
4	MINNESOTA DEPARTMENT OF PUBLIC SAFETY STATE FIRE MARSHAL DIVISION
5	IMPORTANT DISCLAIMER
6	SELECTED MINNESOTA FIRE PREVENTION STATUTES
11	FIRE SPRINKLER STATUTES
12	FIRE INVESTIGATIONS AND CRIMINAL STATUTES
18	EFFECTIVE DATES OF MINNESOTA BUILDING AND FIRE CODES
20	OCCUPANCY CLASSIFICATIONS MN STATE FIRE CODE – 2020
22	PREFACE
28	EFFECTIVE USE OF THE INTERNATIONAL FIRE CODE
42	TABLE OF CONTENTS
52	PART I—ADMINISTRATIVE CHAPTER 1 SCOPE AND ADMINISTRATION PART 1—GENERAL PROVISIONS SECTION 101 SCOPE AND GENERAL REQUIREMENTS
53	SECTION 102 APPLICABILITY
54	PART 2—ADMINISTRATIVE PROVISIONS SECTION 103 DEPARTMENT OF FIRE PREVENTION
55	SECTION 104 GENERAL AUTHORITY AND RESPONSIBILITIES
57	SECTION 105 PERMITS
60	TABLE 105.6.8 PERMIT AMOUNTS FOR COMPRESSED GASES TABLE 105.6.10 PERMIT AMOUNTS FOR CRYOGENIC FLUIDS
62	TABLE 105.6.20 PERMIT AMOUNTS FOR HAZARDOUS MATERIALS TABLE 105.6.20—continued PERMIT AMOUNTS FOR HAZARDOUS MATERIALS
65	SECTION 106 FEES SECTION 107 INSPECTIONS SECTION 108 MAINTENANCE
66	SECTION 109 APPEALS SECTION 110 VIOLATIONS SECTION 111 UNSAFE BUILDINGS
67	SECTION 112 STOP WORK ORDER SECTION 113 SERVICE UTILITIES
68	CHAPTER 2 DEFINITIONS SECTION 201 GENERAL SECTION 202 GENERAL DEFINITIONS
73	TABLE 202.1 CARE FACILITY CLASSIFICATIONS
74	TABLE 202.1—continued CARE FACILITY CLASSIFICATIONS
75	TABLE 202.1—continued CARE FACILITY CLASSIFICATIONS
106	PART II—GENERAL SAFETY PROVISIONS CHAPTER 3 GENERAL REQUIREMENTS SECTION 301 GENERAL SECTION 302 DEFINITIONS SECTION 303 ASPHALT KETTLES
107	SECTION 304 COMBUSTIBLE WASTE MATERIAL SECTION 305 IGNITION SOURCES SECTION 306 MOTION PICTURE PROJECTION ROOMS AND FILM
108	SECTION 307 OPEN BURNING, RECREATIONAL FIRES AND PORTABLE OUTDOOR FIREPLACES SECTION 308 OPEN FLAMES
110	SECTION 309 POWERED INDUSTRIAL TRUCKS AND EQUIPMENT SECTION 310 SMOKING SECTION 311 VACANT PREMISES
111	SECTION 312 VEHICLE IMPACT PROTECTION
112	SECTION 313 FUELED EQUIPMENT SECTION 314 INDOOR DISPLAYS SECTION 315 GENERAL STORAGE
114	TABLE 315.7.6(1) SEPARATION DISTANCE BETWEEN WOOD PALLET STACKS AND BUILDINGS TABLE 315.7.6(2) SEPARATION DISTANCE BETWEEN PLASTIC PALLET STACKS AND BUILDINGS SECTION 316 HAZARDS TO FIRE FIGHTERS
115	TABLE 315.7.6(3) SEPARATION FROM OTHER PALLET PILES AND ON-SITE STORAGE (WOOD PALLETS) TABLE 315.7.6(4) SEPARATION FROM OTHER PALLET PILES AND ON-SITE STORAGE (PLASTIC PALLETS) SECTION 317 ROOFTOP GARDENS AND LANDSCAPED ROOFS SECTION 318 LAUNDRY CARTS SECTION 319 MOBILE FOOD PREPARATION VEHICLES
117	SECTION 320 CLEARANCE OF VEGETATION FROM STRUCTURES SECTION 321 COVERED MALL BUILDINGS
118	CHAPTER 4 EMERGENCY PLANNING AND PREPAREDNESS SECTION 401 GENERAL SECTION 402 DEFINITIONS SECTION 403 EMERGENCY PREPAREDNESS REQUIREMENTS
124	SECTION 404 FIRE SAFETY, EVACUATION AND LOCKDOWN PLANS
125	SECTION 405 EMERGENCY EVACUATION DRILLS TABLE 405.2FIRE AND EVACUATION DRILL FREQUENCY AND PARTICIPATION
126	SECTION 406 EMPLOYEE TRAINING AND RESPONSE PROCEDURES SECTION 407 HAZARD COMMUNICATION
128	PART III—BUILDING AND EQUIPMENT DESIGN FEATURES CHAPTER 5 FIRE SERVICE FEATURES SECTION 501 GENERAL SECTION 502 DEFINITIONS SECTION 503 FIRE APPARATUS ACCESS ROADS
130	SECTION 504 ACCESS TO BUILDING OPENINGS AND ROOFS SECTION 505 PREMISES IDENTIFICATION SECTION 506 KEY BOXES
131	SECTION 507 FIRE PROTECTION WATER SUPPLIES TABLE 507.3 MINIMUM FIRE FLOW REQUIREMENTS
132	SECTION 508 FIRE COMMAND CENTER
133	SECTION 509 FIRE PROTECTION AND UTILITY EQUIPMENT IDENTIFICATION AND ACCESS SECTION 510 EMERGENCY RESPONDER RADIO COVERAGE
134	CHAPTER 6 BUILDING SERVICES AND SYSTEMS SECTION 601 GENERAL SECTION 602 DEFINITIONS SECTION 603 FUEL-FIRED APPLIANCES
137	SECTION 604 ELECTRICAL EQUIPMENT, WIRING AND HAZARDS
138	SECTION 605 MECHANICAL REFRIGERATION
140	TABLE [M] 605.17.2 MINIMUM EXHAUST RATE
141	SECTION 606 ELEVATOR OPERATION, MAINTENANCE AND FIRE SERVICE KEYS
142	SECTION 607 COMMERCIAL KITCHEN HOODS TABLE 607.3.3.1 COMMERCIAL COOKING SYSTEM INSPECTION FREQUENCY
143	SECTION 608 COMMERCIAL KITCHEN COOKING OIL STORAGE SECTION 609 HYPERBARIC FACILITIES SECTION 610 PEDESTRIAN WALKWAYS, PEDESTRIAN TUNNELS, AND MEZZANINES
144	CHAPTER 7 FIRE AND SMOKE PROTECTION FEATURES SECTION 701 GENERAL SECTION 702 DEFINITIONS
145	SECTION 703 PENETRATIONS SECTION 704 JOINTS AND VOIDS SECTION 705 DOOR AND WINDOW OPENINGS SECTION 706 DUCT AND AIR TRANSFER OPE
146	SECTION 707 CONCEALED SPACES
148	CHAPTER 8 INTERIOR FINISH, DECORATIVE MATERIALS AND FURNISHINGS SECTION 801 GENERAL SECTION 802 DEFINITIONS SECTION 803 INTERIOR WALL AND CEILING FINISH IN EXISTING BUILDINGS
149	TABLE 803.3 INTERIOR WALL AND CEILING FINISH REQUIREMENTS BY OCCUPANCY
150	SECTION 804 INTERIOR WALL AND CEILING TRIM AND INTERIOR FLOOR FINISH IN NEW AND EXISTING BUILDINGS
151	SECTION 805 UPHOLSTERED FURNITURE AND MATTRESSES IN NEW AND EXISTING BUILDINGS
154	SECTION 806 NATURAL DECORATIVE VEGETATION IN NEW AND EXISTING BUILDINGS SECTION 807 DECORATIVE MATERIALS AND ARTIFICIAL DECORATIVE VEGETATION IN NEW AND EXISTING BUILDINGS
157	SECTION 808 FURNISHINGS OTHER THAN UPHOLSTERED FURNITURE AND MATTRESSES OR DECORATIVE MATERIALS IN NEW AND EXISTING BUILDINGS
158	CHAPTER 9 FIRE PROTECTION AND LIFE SAFETY SYSTEMS SECTION 901 GENERAL
159	TABLE 901.6.1 FIRE PROTECTION SYSTEM MAINTENANCE STANDARDS
161	SECTION 902 DEFINITIONS SECTION 903 AUTOMATIC SPRINKLER SYSTEMS
163	TABLE 903.2.5.2 GROUP H-5 SPRINKLER DESIGN CRITERIA
167	TABLE 903.2.11.6 ADDITIONAL REQUIRED FIRE SUPPRESSION SYSTEMS TABLE 903.2.11.6—continued ADDITIONAL REQUIRED FIRE SUPPRESSION SYSTEMS
170	SECTION 904 ALTERNATIVE AUTOMATIC FIRE-EXTINGUISHING SYSTEMS
173	SECTION 905 STANDPIPE SYSTEMS
176	SECTION 906 PORTABLE FIRE EXTINGUISHERS
177	TABLE 906.1 ADDITIONAL REQUIRED PORTABLE FIRE EXTINGUISHERS TABLE 906.3(1) FIRE EXTINGUISHERS FOR CLASS A FIRE HAZARDS TABLE 906.3(2) FIRE EXTINGUISHERS FOR FLAMMABLE OR COMBUSTIBLE LIQUIDS WITH DEPTHS OF LESS THAN OR EQUAL TO 0.25 INCHa
178	SECTION 907 FIRE ALARM AND DETECTION SYSTEMS
189	TABLE 907.5.2.3.2 VISIBLE ALARMS
190	SECTION 908 EMERGENCY ALARM SYSTEMS SECTION 909 SMOKE CONTROL SYSTEMS
192	EQUATION 9-1
193	EQUATION 9-2
197	SECTION 910 SMOKE AND HEAT REMOVAL
198	EQUATION 9-3 EQUATION 9-4
199	SECTION 911 EXPLOSION CONTROL
200	TABLE 911.1 EXPLOSION CONTROL REQUIREMENTSf
201	SECTION 912 FIRE DEPARTMENT CONNECTIONS SECTION 913 FIRE PUMPS
202	SECTION 914 FIRE PROTECTION BASED ON SPECIAL DETAILED REQUIREMENTS OF USE AND OCCUPANCY
205	TABLE 914.8.3 HANGAR FIRE SUPPRESSION REQUIREMENTS SECTION 915 CARBON MONOXIDE DETECTION
207	SECTION 916 GAS DETECTION SYSTEMS SECTION 917 MASS NOTIFICATION SYSTEMS
208	CHAPTER 10 MEANS OF EGRESS SECTION 1001 ADMINISTRATION SECTION 1002 DEFINITIONS
209	SECTION 1003 GENERAL MEANS OF EGRESS
210	SECTION 1004 OCCUPANT LOAD
211	[BE] TABLE 1004.5 MAXIMUM FLOOR AREA ALLOWANCES PER OCCUPANT SECTION 1005 MEANS OF EGRESS SIZING
212	SECTION 1006 NUMBERS OF EXITS AND EXIT ACCESS DOORWAYS
213	[BE] TABLE 1006.2.1 SPACES WITH ONE EXIT OR EXIT ACCESS DOORWAY
214	[BE] TABLE 1006.3.2 MINIMUM NUMBER OF EXITS OR ACCESS TO EXITS PER STORY
215	[BE] TABLE 1006.3.3(1) STORIES WITH ONE EXIT OR ACCESS TO ONE EXIT FOR R-2 OCCUPANCIES [BE] TABLE 1006.3.3(2) STORIES WITH ONE EXIT OR ACCESS TO ONE EXIT FOR OTHER OCCUPANCIES SECTION 1007 EXIT AND EXIT ACCESS DOORWAY CONFIGURATION
216	SECTION 1008 MEANS OF EGRESS ILLUMINATION
217	SECTION 1009 ACCESSIBLE MEANS OF EGRESS
220	SECTION 1010 DOORS, GATES AND TURNSTILES
221	[BE] TABLE 1010.1.4.1(1) MAXIMUM DOOR SPEED MANUAL REVOLVING DOORS
222	[BE] TABLE 1010.1.4.1(2) MAXIMUM DOOR SPEED AUTOMATIC OR POWER-OPERATED REVOLVING DOORS
229	SECTION 1011 STAIRWAYS
232	SECTION 1012 RAMPS
233	SECTION 1013 EXIT SIGNS
234	SECTION 1014 HANDRAILS
236	SECTION 1015 GUARDS
237	SECTION 1016 EXIT ACCESS
238	SECTION 1017 EXIT ACCESS TRAVEL DISTANCE [BE] TABLE 1017.2 EXIT ACCESS TRAVEL DISTANCEa
239	SECTION 1018 AISLES SECTION 1019 EXIT ACCESS STAIRWAYS AND RAMPS
240	SECTION 1020 CORRIDORS
241	[BE] TABLE 1020.1 CORRIDOR FIRE-RESISTANCE RATING [BE] TABLE 1020.2 MINIMUM CORRIDOR WIDTH
242	SECTION 1021 EGRESS BALCONIES SECTION 1022 EXITS SECTION 1023 INTERIOR EXIT STAIRWAYS AND RAMPS
244	SECTION 1024 EXIT PASSAGEWAYS
245	SECTION 1025 LUMINOUS EGRESS PATH MARKINGS
246	SECTION 1026 HORIZONTAL EXITS
247	SECTION 1027 EXTERIOR EXIT STAIRWAYS AND RAMPS
248	SECTION 1028 EXIT DISCHARGE
249	SECTION 1029 ASSEMBLY
250	[BE] TABLE 1029.6.2 CAPACITY FOR AISLES FOR SMOKE-PROTECTED ASSEMBLY
254	[BE] TABLE 1029.13.2.1 SMOKE-PROTECTED OR OPEN-AIR ASSEMBLY AISLE ACCESSWAYS
256	SECTION 1030 EMERGENCY ESCAPE AND RESCUE
257	SECTION 1031 MAINTENANCE OF THE MEANS OF EGRESS
260	ICC 300 STANDARD FOR BLEACHERS, FOLDING AND TELESCOPIC SEATING, AND GRANDSTANDS AMERICAN NATIONAL STANDARD FOREWORD
262	CHAPTER 1 APPLICATION AND ADMINISTRATION SECTION 101 GENERAL SECTION 102 APPLICABILITY SECTION 103 COMPLIANCE ALTERNATIVES SECTION 104 CONVENTIONS SECTION 105 INSPECTION SECTION 106 REFERENCED DOCUMENTS
264	CHAPTER 2 DEFINITIONS SECTION 201 GENERAL SECTION 202 DEFINED TERMS
266	CHAPTER 3 CONSTRUCTION SECTION 301 GENERAL SECTION 302 PERMITTED MATERIALS SECTION 303 STRUCTURAL DESIGN TABLE 303.2 DESIGN LOADS
267	EQUATION 3-1 EQUATION 3-2 EQUATION 3-3 EQUATION 3-4 EQUATOIN 3-5 EQUATION 3-6 EQUATION 3-7 EQUATION 3-8 SECTION 304 INTERIOR INSTALLATIONS SECTION 305 SPACES BENEATH SEATS SECTION 306 CLEAR HEIGHT SECTION 307 ROOF HEIGHT SECTION 308 ELECTRICAL SECTION 309 FIRE PROTECTION
268	SECTION 310 ACCESSIBILITY SECTION 311 OPEN SPACES BENEATH FOOTBOARDS AND SEATBOARDS
270	CHAPTER 4 EGRESS SECTION 401 GENERAL SECTION 402 TRAVEL SECTION 403 OCCUPANT LOAD SECTION 404 GENERAL MEANS OF EGRESS TABLE 404.1 MINIMUM NUMBER OF EXITS
271	TABLE 404.5(1) WIDTH OF AISLES AND MEANS OF EGRESS FOR INDOOR SMOKE-PROTECTED ASSEMBLY SEATING TABLE 404.5(2) WIDTH OF AISLES AND MEANS OF EGRESS ASSEMBLY SEATING WITHOUT SMOKE-PROTECTION TABLE 404.5(3) WIDTH OF AISLES AND MEANS OF EGRESS FOR OPEN-AIR ASSEMBLY SEATING SECTION 405 AISLES
272	SECTION 406 STAIRS AND STEPPED AISLES
273	SECTION 407 AISLE ACCESSWAYS
274	TABLE 407.5 AISLE ACCESSWAYS IN SMOKE-PROTECTED OR OPEN-AIR ASSEMBLY SEATING SECTION 408 GUARDS
275	SECTION 409 HANDRAILS
278	CHAPTER 5 EXISTING BLEACHERS, FOLDING AND TELESCOPIC SEATING, AND GRANDSTANDS
280	CHAPTER 11 CONSTRUCTION REQUIREMENTS FOR EXISTING BUILDINGS SECTION 1101 GENERAL SECTION 1102 DEFINITIONS SECTION 1103 FIRE SAFETY REQUIREMENTS FOR EXISTING BUILDINGS
281	TABLE 1103.4 VERTICAL OPENING PROTECTION REQUIRED
284	TABLE 1103.8 SMOKE ALARM REQUIREMENTS SECTION 1104 MEANS OF EGRESS FOR EXISTING BUILDINGS
286	TABLE 1104.9 REVOLVING DOOR SPEEDS
287	TABLE 1104.16 DIMENSIONS FOR EXISTING FIRE ESCAPE STAIRS TABLE 1104.17.1 CORRIDOR FIRE-RESISTANCE RATING
288	TABLE 1104.17.4 COMMON PATH, DEAD-END, AND TRAVEL DISTANCE LIMITS
289	TABLE 1104.23 MINIMUM AISLE AND AISLE ACCESSWAY WIDTHS
290	TABLE 1104.25 TWO EGRESS DOORS OR EXITS REQUIREDa
291	SECTION 1105 SEPARATION OF OCCUPANCIES AND HAZARDOUS AREAS
292	SECTION 1106 REQUIREMENTS FOR OUTDOOR OPERATIONS
294	CHAPTER 12 ENERGY SYSTEMS SECTION 1201 GENERAL SECTION 1202 DEFINITIONS SECTION 1203 EMERGENCY AND STANDBY POWER SYSTEMS
296	SECTION 1204 SOLAR PHOTOVOLTAIC POWER SYSTEMS
298	FIGURE 1204.5.1(1) LABEL FOR SOLAR PV SYSTEMS THAT REDUCE SHOCK HAZARD WITHIN ARRAY AND SHUT DOWN CONDUCTORS FIGURE 1204.5.1(2) LABEL FOR SOLAR PV SYSTEMS THAT ONLY SHUT DOWN CONDUCTORS LEAVING THE ARRAY
299	SECTION 1205 STATIONARY FUEL CELL POWER SYSTEMS
300	SECTION 1206 ELECTRICAL ENERGY STORAGE SYSTEMS TABLE 1206.2 BATTERY STORAGE SYSTEM THRESHOLD QUANTITIES
303	TABLE 1206.2.9 MAXIMUM ALLOWABLE BATTERY QUANTITIES
308	CHAPTERS 13 THROUGH 19 RESERVED
310	PART IV—SPECIAL OCCUPANCIES AND OPERATIONS CHAPTER 20 AVIATION FACILITIES SECTION 2001 GENERAL SECTION 2002 DEFINITIONS SECTION 2003 GENERAL PRECAUTIONS SECTION 2004 AIRCRAFT MAINTENANCE
311	SECTION 2005 PORTABLE FIRE EXTINGUISHERS SECTION 2006 AIRCRAFT FUELING
316	SECTION 2007 HELISTOPS AND HELIPORTS
318	CHAPTER 21 DRY CLEANING SECTION 2101 GENERAL SECTION 2102 DEFINITIONS SECTION 2103 CLASSIFICATIONS SECTION 2104 GENERAL REQUIREMENTS
319	SECTION 2105 OPERATING REQUIREMENTS EQUATION 21-1 SECTION 2106 SPOTTING AND PRETREATING
320	SECTION 2107 DRY CLEANING SYSTEMS SECTION 2108 FIRE PROTECTION
322	CHAPTER 22 COMBUSTIBLE DUST-PRODUCING OPERATIONS SECTION 2201 GENERAL SECTION 2202 DEFINITION SECTION 2203 PRECAUTIONS SECTION 2204 ADDITIONAL REQUIREMENTS TABLE 2204.1 SPECIFIC HAZARDS STANDARDS
324	CHAPTER 23 MOTOR FUEL-DISPENSING FACILITIES AND REPAIR GARAGES SECTION 2301 GENERAL SECTION 2302 DEFINITIONS SECTION 2303 LOCATION OF DISPENSING DEVICES
325	SECTION 2304 DISPENSING OPERATIONS
326	SECTION 2305 OPERATIONAL REQUIREMENTS SECTION 2306 FLAMMABLE AND COMBUSTIBLE LIQUID MOTOR FUEL-DISPENSING FACILITIES
327	TABLE 2306.2.3 MINIMUM SEPARATION REQUIREMENTS FOR ABOVE-GROUND TANKS
331	SECTION 2307 LIQUEFIED PETROLEUM GAS MOTOR FUEL-DISPENSING FACILITIES
332	SECTION 2308 COMPRESSED NATURAL GAS MOTOR FUEL-DISPENSING FACILITIES
334	TABLE 2308.8.1.2.3 SEPARATION DISTANCE FOR ATMOSPHERIC VENTING OF CNG SECTION 2309 HYDROGEN MOTOR FUEL-DISPENSING AND GENERATION FACILITIES
335	SECTION 2310 MARINE MOTOR FUEL-DISPENSING FACILITIES
337	SECTION 2311 REPAIR GARAGES
338	TABLE 2311.6.2 TEMPERATURE COMPENSATED CYLINDER PRESSURE TABLEa
342	CHAPTER 24 FLAMMABLE FINISHES SECTION 2401 GENERAL SECTION 2402 DEFINITIONS SECTION 2403 PROTECTION OF OPERATIONS
344	SECTION 2404 SPRAY FINISHING
348	SECTION 2405 DIPPING OPERATIONS
349	SECTION 2406 POWDER COATING
350	SECTION 2407 ELECTROSTATIC APPARATUS
351	SECTION 2408 ORGANIC PEROXIDES AND DUAL-COMPONENT COATINGS SECTION 2409 INDOOR MANUFACTURING OF REINFORCED PLASTICS
352	SECTION 2410 FLOOR SURFACING AND FINISHING OPERATIONS
354	CHAPTER 25 FRUIT AND CROP RIPENING SECTION 2501 GENERAL SECTION 2502 DEFINITIONS SECTION 2503 ETHYLENE GAS SECTION 2504 SOURCES OF IGNITION SECTION 2505 COMBUSTIBLE WASTE SECTION 2506 ETHYLENE GENERATORS SECTION 2507 WARNING SIGNS
356	CHAPTER 26 FUMIGATION AND INSECTICIDAL FOGGING SECTION 2601 GENERAL SECTION 2602 DEFINITIONS SECTION 2603 FIRE SAFETY REQUIREMENTS
358	CHAPTER 27 SEMICONDUCTOR FABRICATION FACILITIES SECTION 2701 GENERAL SECTION 2702 DEFINITIONS SECTION 2703 GENERAL SAFETY PROVISIONS
362	SECTION 2704 STORAGE
363	SECTION 2705 USE AND HANDLING
364	TABLE 2704.2.2.1 QUANTITY LIMITS FOR HAZARDOUS MATERIALS IN A SINGLE FABRICATION AREA IN GROUP H-5a
365	TABLE 2704.2.2.1—continued QUANTITY LIMITS FOR HAZARDOUS MATERIALS IN A SINGLE FABRICATION AREA IN GROUP H-5a
366	TABLE 2705.2.2 MAXIMUM QUANTITIES OF HPM AT A WORKSTATIONd
368	CHAPTER 28 LUMBER YARDS AND AGRO-INDUSTRIAL, SOLID BIOMASS AND WOODWORKING FACILITIES SECTION 2801 GENERAL SECTION 2802 DEFINITIONS SECTION 2803 GENERAL REQUIREMENTS
369	SECTION 2804 FIRE PROTECTION SECTION 2805 PLYWOOD, VENEER AND COMPOSITE BOARD MILLS SECTION 2806 LOG STORAGE AREAS SECTION 2807 STORAGE OF WOOD CHIPS AND HOGGED MATERIAL ASSOCIATED WITH TIMBER AND LUMBER PRODUCTION FACILITIES
370	SECTION 2808 STORAGE AND PROCESSING OF WOOD CHIPS, HOGGED MATERIAL, FINES, COMPOST, SOLID BIOMASS FEEDSTOCK AND RAW PRODUCT ASSOCIATED WITH YARD WASTE, AGRO-INDUSTRIAL AND RECYCLING FACILITIES SECTION 2809 EXTERIOR STORAGE OF FINISHED LUMBER AND SOLID BIOFUEL PRODUCTS
371	SECTION 2810 OUTDOOR STORAGE OF PALLETS AT PALLET MANUFACTURING AND RECYCLING FACILITIES
372	CHAPTER 29 MANUFACTURE OF ORGANIC COATINGS SECTION 2901 GENERAL SECTION 2902 DEFINITION SECTION 2903 GENERAL PRECAUTIONS SECTION 2904 ELECTRICAL EQUIPMENT AND PROTECTION
373	SECTION 2905 PROCESS STRUCTURES SECTION 2906 PROCESS MILLS AND KETTLES SECTION 2907 PROCESS PIPING
374	SECTION 2908 RAW MATERIALS IN PROCESS AREAS SECTION 2909 RAW MATERIALS AND FINISHED PRODUCTS
376	CHAPTER 30 INDUSTRIAL OVENS SECTION 3001 GENERAL SECTION 3002 DEFINITIONS SECTION 3003 LOCATION SECTION 3004 FUEL PIPING SECTION 3005 INTERLOCKS SECTION 3006 FIRE PROTECTION
377	SECTION 3007 OPERATION AND MAINTENANCE
378	CHAPTER 31 TENTS, TEMPORARY SPECIAL EVENT STRUCTURES AND OTHER MEMBRANE STRUCTURES SECTION 3101 GENERAL SECTION 3102 DEFINITIONS SECTION 3103 TEMPORARY TENTS AND MEMBRANE STRUCTURES
380	TABLE 3103.12.2 MINIMUM NUMBER OF MEANS OF EGRESS AND MEANS OF EGRESS WIDTHS FROM TEMPORARY MEMBRANE STRUCTURES AND TENTS
381	SECTION 3104 TEMPORARY AND PERMANENT TENTS AND MEMBRANE STRUCTURES SECTION 3105 TEMPORARY SPECIAL EVENT STRUCTURES
382	SECTION 3106 OUTDOOR ASSEMBLY EVENTS
383	SECTION 3107 OPERATIONAL REQUIREMENTS
386	CHAPTER 32 HIGH-PILED COMBUSTIBLE STORAGE SECTION 3201 GENERAL
387	SECTION 3202 DEFINITIONS SECTION 3203 COMMODITY CLASSIFICATION
388	TABLE 3203.8 EXAMPLES OF COMMODITY CLASSIFICATION
389	TABLE 3203.8—continued EXAMPLES OF COMMODITY CLASSIFICATION
390	TABLE 3203.8—continued EXAMPLES OF COMMODITY CLASSIFICATION
391	TABLE 3203.8—continued EXAMPLES OF COMMODITY CLASSIFICATION
392	TABLE 3203.8—continued EXAMPLES OF COMMODITY CLASSIFICATION
393	TABLE 3203.8—continued EXAMPLES OF COMMODITY CLASSIFICATION
394	TABLE 3203.8—continued EXAMPLES OF COMMODITY CLASSIFICATION
395	TABLE 3203.8—continued EXAMPLES OF COMMODITY CLASSIFICATION EQUATION 32-1 EQUATION 32-2 EQUATION 32-3
396	FIGURE 3203.9(1) EVALUATION BY VOLUME OF GROUP A EXPANDED PLASTICS IN MIXED COMMODITIESa, b
397	FIGURE 3203.9(2) EVALUATION BY WEIGHT OF GROUP A EXPANDED PLASTICS IN MIXED COMMODITIES
398	SECTION 3204 DESIGNATION OF HIGH-PILED STORAGE AREAS SECTION 3205 HOUSEKEEPING AND MAINTENANCE SECTION 3206 GENERAL FIRE PROTECTION AND LIFE SAFETY FEATURES
399	TABLE 3206.2 GENERAL FIRE PROTECTION AND LIFE SAFETY REQUIREMENTS
401	SECTION 3207 SOLID-PILED AND SHELF STORAGE
402	SECTION 3208 RACK STORAGE TABLE 3208.3 REQUIRED FLUE SPACES FOR RACK STORAGE SECTION 3209 AUTOMATED STORAGE
403	SECTION 3210 SPECIALTY STORAGE
404	CHAPTER 33 FIRE SAFETY DURING CONSTRUCTION AND DEMOLITION SECTION 3301 GENERAL SECTION 3302 DEFINITIONS SECTION 3303 TEMPORARY HEATING EQUIPMENT SECTION 3304 PRECAUTIONS AGAINST FIRE
405	SECTION 3305 FLAMMABLE AND COMBUSTIBLE LIQUIDS SECTION 3306 FLAMMABLE GASES SECTION 3307 EXPLOSIVE MATERIALS
406	SECTION 3308 OWNER’S RESPONSIBILITY FOR FIRE PROTECTION SECTION 3309 FIRE REPORTING SECTION 3310 ACCESS FOR FIRE FIGHTING SECTION 3311 MEANS OF EGRESS
407	SECTION 3312 WATER SUPPLY FOR FIRE PROTECTION SECTION 3313 STANDPIPES SECTION 3314 AUTOMATIC SPRINKLER SYSTEM SECTION 3315 PORTABLE FIRE EXTINGUISHERS SECTION 3316 MOTORIZED CONSTRUCTION EQUIPMENT SECTION 3317 SAFEGUARDING ROOFING OPERATIONS
408	CHAPTER 34 TIRE REBUILDING AND TIRE STORAGE SECTION 3401 GENERAL SECTION 3402 DEFINITIONS SECTION 3403 TIRE REBUILDING SECTION 3404 PRECAUTIONS AGAINST FIRE SECTION 3405 OUTDOOR STORAGE
409	SECTION 3406 FIRE DEPARTMENT ACCESS SECTION 3407 FENCING SECTION 3408 FIRE PROTECTION SECTION 3409 INDOOR STORAGE ARRANGEMENT
410	CHAPTER 35 WELDING AND OTHER HOT WORK SECTION 3501 GENERAL SECTION 3502 DEFINITIONS SECTION 3503 GENERAL REQUIREMENTS SECTION 3504 FIRE SAFETY REQUIREMENTS
411	SECTION 3505 GAS WELDING AND CUTTING
412	SECTION 3506 ELECTRIC ARC HOT WORK SECTION 3507 CALCIUM CARBIDE SYSTEMS SECTION 3508 ACETYLENE GENERATORS
413	SECTION 3509 PIPING MANIFOLDS AND HOSE SYSTEMS FOR FUEL GASES AND OXYGEN SECTION 3510 HOT WORK ON FLAMMABLE AND COMBUSTIBLE LIQUID STORAGE TANKS
414	CHAPTER 36 MARINAS SECTION 3601 SCOPE SECTION 3602 DEFINITIONS SECTION 3603 GENERAL PRECAUTIONS SECTION 3604 FIRE PROTECTION EQUIPMENT
415	SECTION 3605 MARINE MOTOR FUEL-DISPENSING FACILITIES
416	CHAPTER 37 COMBUSTIBLE FIBERS SECTION 3701 GENERAL SECTION 3702 DEFINITIONS SECTION 3703 GENERAL PRECAUTIONS SECTION 3704 LOOSE FIBER STORAGE
417	SECTION 3705 BALED STORAGE
418	CHAPTER 38 HIGHER EDUCATION LABORATORIES SECTION 3801 GENERAL SECTION 3802 DEFINITIONS SECTION 3803 GENERAL SAFETY PROVISIONS
419	SECTION 3804 LABORATORY SUITE CONSTRUCTION TABLE 3804.1.1 DESIGN AND NUMBER OF LABORATORY SUITES PER FLOOR
420	SECTION 3805 NONSPRINKLERED LABORATORIES
421	TABLE 3805.4 DESIGN AND NUMBER OF CONTROL AREAS IN EXISTING NONSPRINKLERED LABORATORIES SECTION 3806 EXISTING SPRINKLERED LABORATORIES TABLE 3806.2.1 DESIGN AND NUMBER OF CONTROL AREAS IN EXISTING SPRINKLERED LABORATORIES
422	CHAPTER 39 PROCESSING AND EXTRACTION FACILITIES SECTION 3901 GENERAL SECTION 3902 DEFINITIONS SECTION 3903 PROCESSING AND EXTRACTION SECTION 3904 SYSTEMS AND EQUIPMENT
423	SECTION 3905 SAFETY SYSTEMS
426	CHAPTERS 40 THROUGH 49 RESERVED
428	PART V—HAZARDOUS MATERIALS CHAPTER 50 HAZARDOUS MATERIALS—GENERAL PROVISIONS SECTION 5001 GENERAL
430	SECTION 5002 DEFINITIONS
431	SECTION 5003 GENERAL REQUIREMENTS
432	TABLE 5003.1.1(1) MAXIMUM ALLOWABLE QUANTITY PER CONTROL AREA OF HAZARDOUS MATERIALS POSING A PHYSICAL HAZARDa
433	TABLE 5003.1.1(1)—continued MAXIMUM ALLOWABLE QUANTITY PER CONTROL AREA OF HAZARDOUS MATERIALS POSING A PHYSICAL HAZARDa
434	TABLE 5003.1.1(1)—continued MAXIMUM ALLOWABLE QUANTITY PER CONTROL AREA OF HAZARDOUS MATERIALS POSING A PHYSICAL HAZARDa
435	TABLE 5003.1.1(2) MAXIMUM ALLOWABLE QUANTITY PER CONTROL AREA OF HAZARDOUS MATERIAL POSING A HEALTH HAZARDa
436	TABLE 5003.1.1(3) MAXIMUM ALLOWABLE QUANTITY PER CONTROL AREA OF HAZARDOUS MATERIALS POSING A PHYSICAL HAZARD IN AN OUTDOOR CONTROL
437	TABLE 5003.1.1(4) MAXIMUM ALLOWABLE QUANTITY PER CONTROL AREA OF HAZARDOUS MATERIALS POSING A HEALTH HAZARD IN AN OUTDOOR CONTROL
441	TABLE 5003.8.2 DETACHED BUILDING REQUIRED TABLE 5003.8.3.2 DESIGN AND NUMBER OF CONTROL AREAS
445	TABLE 5003.11.1 MAXIMUM ALLOWABLE QUANTITY PER INDOOR AND OUTDOOR CONTROL AREA IN GROUP M AND S OCCUPANCIES—NONFLAMMABLE SOLIDS, NONFLAMMABLE AND NONCOMBUSTIBLE LIQUIDS SECTION 5004 STORAGE
447	TABLE 5004.2.2 REQUIRED SECONDARY CONTAINMENT—HAZARDOUS MATERIAL SOLIDS AND LIQUIDS STORAGE
449	SECTION 5005 USE, DISPENSING AND HANDLING
451	TABLE 5005.2.1.4 REQUIRED SECONDARY CONTAINMENT—HAZARDOUS MATERIAL LIQUIDS USE
454	CHAPTER 51 AEROSOLS SECTION 5101 GENERAL SECTION 5102 DEFINITIONS SECTION 5103 CLASSIFICATION OF AEROSOL PRODUCTS TABLE 5103.1 CLASSIFICATION OF AEROSOL PRODUCTS SECTION 5104 INSIDE STORAGE OF AEROSOL PRODUCTS
455	TABLE 5104.3.1 NONSEGREGATED STORAGE OF LEVEL 2 AND 3 AEROSOL PRODUCTS IN GENERAL PURPOSE WAREHOUSESb TABLE 5104.3.2 SEGREGATED STORAGE OF LEVEL 2 AND 3 AEROSOL PRODUCTS IN GENERAL PURPOSE WAREHOUSES
456	TABLE 5104.3.2.2 SEGREGATED STORAGE AISLE WIDTHS AND DISTANCE TO AISLES IN GENERAL PURPOSE WAREHOUSES
457	TABLE 5104.7 MAXIMUM QUANTITIES OF LEVEL 2 AND 3 AEROSOL PRODUCTS AND AEROSOL COOKING SPRAY PRODUCTS IN RETAIL STORAGE AREAS SECTION 5105 OUTSIDE STORAGE SECTION 5106 RETAIL DISPLAY TABLE 5106.2.1 MAXIMUM QUANTITIES OF LEVEL 2 AND 3 AEROSOL PRODUCTS AND AEROSOL COOKING SPRAY PRODUCTS IN RETAIL DISPLAY AREAS TABLE 5105.1 DISTANCE TO EXPOSURES FOR OUTSIDE STORAGE OF LEVEL 2 AND 3 AEROSOL PRODUCTS
458	TABLE 5106.4 MAXIMUM STORAGE QUANTITIES FOR STORAGE AREAS ADJACENT TO RETAIL DISPLAY OF LEVEL 2 AND 3 AEROSOL PRODUCTS
459	SECTION 5107 MANUFACTURING FACILITIES
460	CHAPTER 52 RESERVED
462	CHAPTER 53 COMPRESSED GASES SECTION 5301 GENERAL SECTION 5302 DEFINITIONS SECTION 5303 GENERAL REQUIREMENTS
466	SECTION 5304 STORAGE OF COMPRESSED GASES SECTION 5305 USE AND HANDLING OF COMPRESSED GASES
467	SECTION 5306 MEDICAL GASES SECTION 5307 COMPRESSED GASES NOT OTHERWISE REGULATED
470	CHAPTER 54 CORROSIVE MATERIALS SECTION 5401 GENERAL SECTION 5402 DEFINITION SECTION 5403 GENERAL REQUIREMENTS SECTION 5404 STORAGE SECTION 5405 USE
472	CHAPTER 55 CRYOGENIC FLUIDS SECTION 5501 GENERAL SECTION 5502 DEFINITIONS SECTION 5503 GENERAL REQUIREMENTS
474	SECTION 5504 STORAGE
475	TABLE 5504.3.1.1 SEPARATION OF STATIONARY CONTAINERS FROM EXPOSURE HAZARDS TABLE 5504.3.1.2.1 SEPARATION OF PORTABLE CONTAINERS FROM EXPOSURE HAZARDS SECTION 5505 USE AND HANDLING
478	CHAPTER 56 EXPLOSIVES AND FIREWORKS SECTION 5601 GENERAL
480	TABLE 5601.8.1(1) APPLICATION OF QUANTITY-DISTANCE (Q-D) TABLES—DIVISION 1.1, 1.2 AND 1.5 EXPLOSIVES TABLE 5601.8.1(2) APPLICATION OF QUANTITY-DISTANCE (Q-D) TABLES—DIVISION 1.3 EXPLOSIVES TABLE 5601.8.1(3) APPLICATION OF QUANTITY-DISTANCE (Q-D) TABLES—DIVISION 1.4 EXPLOSIVES
481	SECTION 5602 DEFINITIONS SECTION 5603 RECORD KEEPING AND REPORTING
482	SECTION 5604 EXPLOSIVE MATERIALS STORAGE AND HANDLING
483	TABLE 5604.3 STORAGE AMOUNTS AND MAGAZINE REQUIREMENTS FOR EXPLOSIVES, EXPLOSIVE MATERIALS AND FIREWORKS, 1.3G MAXIMUM ALLOWABLE QUANTITY PER CONTROL AREA
484	TABLE 5604.5.2(1) AMERICAN TABLE OF DISTANCES FOR STORAGE OF EXPLOSIVES AS APPROVED BY THE INSTITUTE OF MAKERS OF EXPLOSIVES AND REVISED JUNE 1991a
485	TABLE 5604.5.2(1)—continued AMERICAN TABLE OF DISTANCES FOR STORAGE OF EXPLOSIVES AS APPROVED BY THE INSTITUTE OF MAKERS OF EXPLOSIVES AND REVISED JUNE 1991a
486	TABLE 5604.5.2(2) TABLE OF DISTANCES (Q-D) FOR BUILDINGS AND MAGAZINES CONTAINING EXPLOSIVES—DIVISION 1.3 MASS-FIRE HAZARD TABLE 5604.5.2(3) TABLE OF DISTANCES (Q-D) FOR BUILDINGS AND MAGAZINES CONTAINING EXPLOSIVES—DIVISION 1.4c
488	SECTION 5605 MANUFACTURE, ASSEMBLY AND TESTING OF EXPLOSIVES, EXPLOSIVE MATERIALS AND FIREWORKS
489	TABLE 5605.3 MINIMUM INTRALINE (INTRAPLANT) SEPARATION DISTANCES (ILD OR IPD) BETWEEN BARRICADED OPERATING BUILDINGS CONTAINING EXPLOSIVES—DIVISION 1.1, 1.2 OR 1.5 MASS-EXPLOSION HAZARDa
490	SECTION 5606 SMALL ARMS AMMUNITION AND SMALL ARMS AMMUNITION COMPONENTS
492	SECTION 5607 BLASTING
493	SECTION 5608 FIREWORKS DISPLAY
494	SECTION 5609 TEMPORARY STORAGE OF CONSUMER FIREWORKS
496	CHAPTER 57 FLAMMABLE AND COMBUSTIBLE LIQUIDS SECTION 5701 GENERAL SECTION 5702 DEFINITIONS
497	SECTION 5703 GENERAL REQUIREMENTS
498	TABLE 5703.1.1 CLASS I ELECTRICAL EQUIPMENT LOCATIONSa
499	TABLE 5703.1.1—continued CLASS I ELECTRICAL EQUIPMENT LOCATIONSa
500	TABLE 5703.6.2 PIPING STANDARDS
501	SECTION 5704 STORAGE
512	TABLE 5704.3.4.1 MAXIMUM ALLOWABLE QUANTITY PER CONTROL AREA OF FLAMMABLE AND COMBUSTIBLE LIQUIDS IN WHOLESALE AND RETAIL SALES OCCUPANCIESa
513	TABLE 5704.3.6.3(1) MAXIMUM STORAGE HEIGHT IN CONTROL AREA
514	TABLE 5704.3.6.3(2) STORAGE ARRANGEMENTS FOR PALLETIZED OR SOLID-PILE STORAGE IN LIQUID STORAGE ROOMS AND WAREHOUSES TABLE 5704.3.6.3(3) STORAGE ARRANGEMENTS FOR RACK STORAGE IN LIQUID STORAGE ROOMS AND WAREHOUSES
515	TABLE 5704.3.6.3(4) AUTOMATIC SPRINKLER PROTECTION FOR SOLID-PILE AND PALLETIZED STORAGE OF LIQUIDS IN METAL CONTAINERS AND PORTABLE TANKSa
516	TABLE 5704.3.6.3(5) AUTOMATIC SPRINKLER PROTECTION REQUIREMENTS FOR RACK STORAGE OF LIQUIDS IN METAL CONTAINERS OF 5-GALLON CAPACITY OR LESS WITH OR WITHOUT CARTONS ON CONVENTIONAL WOOD PALLETSa
517	TABLE 5704.3.6.3(6) AUTOMATIC SPRINKLER PROTECTION REQUIREMENTS FOR RACK STORAGE OF LIQUIDS IN METAL CONTAINERS GREATER THAN 5-GALLON CAPACITYa
518	TABLE 5704.3.6.3(7) AUTOMATIC AFFF WATER PROTECTION REQUIREMENTS FOR RACK STORAGE OF LIQUIDS IN METAL CONTAINERS GREATER THAN 5-GALLON CAPACITYa TABLE 5704.3.6.3(8) AUTOMATIC SPRINKLER PROTECTION REQUIREMENTS FOR CLASS I LIQUID STORAGE IN METAL CONTAINERS OF 1-GALLON CAPACITY OR LESS WITH UNCARTONED OR CASE-CUT SHELF DISPLAY UP TO 6.5 FEET, AND PALLETIZED STORAGE ABOVE IN A DOUBLE-ROW RACK ARRAY
519	TABLE 5704.3.7.5.1 AUTOMATIC AFFF-WATER PROTECTION REQUIREMENTS FOR SOLID-PILE AND PALLETIZED STORAGE OF LIQUIDS IN METAL CONTAINERS OF 5-GALLON CAPACITY OR LESSa,
520	TABLE 5704.4.2 OUTDOOR LIQUID STORAGE IN CONTAINERS AND PORTABLE TANKS
521	SECTION 5705 DISPENSING, USE, MIXING AND HANDLING
523	TABLE 5705.3.4(1) SEPARATION OF PROCESSING VESSELS FROM LOT LINES TABLE 5705.3.4(2) REFERENCE TABLE FOR USE WITH TABLE 5705.3.4(1)
525	TABLE 5705.3.8.2 MAXIMUM ALLOWABLE QUANTITIES FOR DISPENSING FLAMMABLE AND COMBUSTIBLE LIQUIDS IN OUTDOOR CONTROL AREASa
527	SECTION 5706 SPECIAL OPERATIONS
536	SECTION 5707 ON-DEMAND MOBILE FUELING OPERATIONS
538	CHAPTER 58 FLAMMABLE GASES AND FLAMMABLE CRYOGENIC FLUIDS SECTION 5801 GENERAL SECTION 5802 DEFINITIONS SECTION 5803 GENERAL REQUIREMENTS
539	SECTION 5804 STORAGE SECTION 5805 USE SECTION 5806 FLAMMABLE CRYOGENIC FLUIDS
540	SECTION 5807 METAL HYDRIDE STORAGE SYSTEMS
542	SECTION 5808 HYDROGEN FUEL GAS ROOMS
544	CHAPTER 59 FLAMMABLE SOLIDS SECTION 5901 GENERAL SECTION 5902 DEFINITIONS SECTION 5903 GENERAL REQUIREMENTS SECTION 5904 STORAGE SECTION 5905 USE SECTION 5906 MAGNESIUM
548	CHAPTER 60 HIGHLY TOXIC AND TOXIC MATERIALS SECTION 6001 GENERAL SECTION 6002 DEFINITIONS SECTION 6003 HIGHLY TOXIC AND TOXIC SOLIDS AND LIQUIDS
549	SECTION 6004 HIGHLY TOXIC AND TOXIC COMPRESSED GASES
552	TABLE 6004.2.2.7.5 RATE OF RELEASE FOR CYLINDERS AND PORTABLE TANKS
554	SECTION 6005 OZONE GAS GENERATORS
556	CHAPTER 61 LIQUEFIED PETROLEUM GASES SECTION 6101 NFPA STANDARD NO. 58 INCORPORATED SECTION 6102 AMENDMENTS TO NFPA STANDARD NO. 58
558	CHAPTER 62 ORGANIC PEROXIDES SECTION 6201 GENERAL SECTION 6202 DEFINITION SECTION 6203 GENERAL REQUIREMENTS SECTION 6204 STORAGE
559	TABLE 6204.1.2 ORGANIC PEROXIDES—DISTANCE TO EXPOSURES FROM DETACHED STORAGE BUILDINGS OR OUTDOOR STORAGE AREAS TABLE 6204.1.7 STORAGE OF ORGANIC PEROXIDES
560	SECTION 6205 USE
562	CHAPTER 63 OXIDIZERS, OXIDIZING GASES AND OXIDIZING CRYOGENIC FLUIDS SECTION 6301 GENERAL SECTION 6302 DEFINITIONS SECTION 6303 GENERAL REQUIREMENTS
563	TABLE 6303.2 STORAGE OF CLASS 1 OXIDIZER LIQUIDS AND SOLIDS SECTION 6304 STORAGE TABLE 6304.1.5(1) STORAGE OF CLASS 2 OXIDIZER LIQUIDS AND SOLIDS
564	TABLE 6304.1.5(2) STORAGE OF CLASS 3 OXIDIZER LIQUIDS AND SOLIDS TABLE 6304.1.5(3) STORAGE OF CLASS 4 OXIDIZER LIQUIDS AND SOLIDS TABLE 6304.2.1 OXIDIZER GASES—DISTANCE FROM STORAGE TO EXPOSURESa SECTION 6305 USE SECTION 6306 LIQUID OXYGEN IN HOME HEALTH CARE
568	CHAPTER 64 PYROPHORIC MATERIALS SECTION 6401 GENERAL SECTION 6402 DEFINITION SECTION 6403 GENERAL REQUIREMENTS SECTION 6404 STORAGE
569	TABLE 6404.2.1 PYROPHORIC GASES—DISTANCE FROM STORAGE TO EXP SECTION 6405 USE
570	CHAPTER 65 PYROXYLIN (CELLULOSE NITRATE) PLASTICS SECTION 6501 GENERAL SECTION 6502 DEFINITIONS SECTION 6503 GENERAL REQUIREMENTS SECTION 6504 STORAGE AND HANDLING
572	CHAPTER 66 UNSTABLE (REACTIVE) MATERIALS SECTION 6601 GENERAL SECTION 6602 DEFINITION SECTION 6603 GENERAL REQUIREMENTS
573	SECTION 6604 STORAGE SECTION 6605 USE
574	CHAPTER 67 WATER-REACTIVE SOLIDS AND LIQUIDS SECTION 6701 GENERAL SECTION 6702 DEFINITION SECTION 6703 GENERAL REQUIREMENTS SECTION 6704 STORAGE
575	SECTION 6705 USE
576	CHAPTERS 68 THROUGH 79 RESERVED
578	PART VI—REFERENCED STANDARDS CHAPTER 80 REFERENCED STANDARDS AASHTO AFSI ANSI API
579	ASCE/SEI ASHRAE ASME
580	ASSE ASTM
581	BHMA CA
582	CGA CGR CPSC DOC
583	DOL DOTn DOTy EN FCC
584	FM ICC
585	IIAR IKECA ISO NEMA
586	NFPA
590	UL
592	USC
594	CHAPTER 81 ADULT DAY SERVICES CENTERS, RESIDENTIAL HOSPICE FACILITIES AND SUPERVISED LIVING FACILITIES SECTION 8101 GENERAL SECTION 8102 ADULT DAY SERVICES CENTERS SECTION 8103 RESIDENTIAL HOSPICE FACILITIES SECTION 8104 SUPERVISED LIVING FACILITIES
596	CHAPTER 84 SYMBOLS FOR VEHICLES FUELED BY CNG, LPG, AND LNG SECTION 8400 PURPOSE AND SCOP SECTION 8410 PRESSURIZED FLAMMABLE GAS SECTION 8420 WARNING SYMBOL REQUIRED SECTION 8430 SYMBOL DESIGN SECTION 8440 SYMBOL PLACEMENT
598	PART VII—APPENDICES APPENDIX A BOARD OF APPEALS SECTION A101 GENERAL
600	APPENDIX B FIRE-FLOW REQUIREMENTS FOR BUILDINGS SECTION B101 GENERAL SECTION B102 DEFINITIONS SECTION B103 MODIFICATIONS SECTION B104 FIRE-FLOW CALCULATION AREA SECTION B105 FIRE-FLOW REQUIREMENTS FOR BUILDINGS
601	TABLE B105.1(1) REQUIRED FIRE FLOW FOR ONE- AND TWO-FAMILY DWELLINGS, GROUP R-3 AND R-4 BUILDINGS AND TOWNHOUSES TABLE B105.1(2) REFERENCE TABLE FOR TABLES B105.1(1) AND B105.2
602	TABLE B105.2 REQUIRED FIRE FLOW FOR BUILDINGS OTHER THAN ONE- AND TWO-FAMILY DWELLINGS, GROUP R-3 AND R-4 BUILDINGS AND TOWNHOUSES SECTION B106 REFERENCED STANDARDS
604	APPENDIX C FIRE HYDRANT LOCATIONS AND DISTRIBUTION SECTION C101 GENERAL SECTION C102 NUMBER OF FIRE HYDRANTS TABLE C102.1 REQUIRED NUMBER AND SPACING OF FIRE HYDRANTSh
605	SECTION C103 FIRE HYDRANT SPACING SECTION C104 CONSIDERATION OF EXISTING FIRE HYDRANTS SECTION C105 REFERENCED STANDARD
606	APPENDIX D FIRE APPARATUS ACCESS ROADS SECTION D101 GENERAL SECTION D102 SECTION D103 MINIMUM SPECIFICATIONS FIGURE D103.1 DEAD-END FIRE APPARATUS ACCESS ROAD TURNAROUND
607	TABLE D103.4 REQUIREMENTS FOR DEAD-END FIRE APPARATUS ACCESS ROADS FIGURE D103.6 FIRE LANE SIGNS SECTION D104 COMMERCIAL AND INDUSTRIAL DEVELOPMENTS SECTION D105 AERIAL FIRE APPARATUS ACCESS ROADS
608	SECTION D106 MULTIPLE-FAMILY RESIDENTIAL DEVELOPMENTS SECTION D107 ONE- OR TWO-FAMILY RESIDENTIAL DEVELOPMENTS SECTION D108 REFERENCED STANDARDS
610	APPENDIX E HAZARD CATEGORIES SECTION E101 GENERAL SECTION E102 HAZARD CATEGORIES
614	SECTION E103 EVALUATION OF HAZARDS
615	SECTION E104 REFERENCED STANDARDS
616	APPENDIX F HAZARD RANKING SECTION F101 GENERAL SECTION F102 REFERENCED STANDARD
617	TABLE F101.2 FIRE FIGHTER WARNING PLACARD DESIGNATIONS BASED ON HAZARD CLASSIFICATION CATEGORIES
618	APPENDIX G CRYOGENIC FLUIDS—WEIGHT AND VOLUME EQUIVALENTS SECTION G101 GENERAL
619	TABLE G101.2 WEIGHT AND VOLUME EQUIVALENTS FOR COMMON CRYOGENIC FLUIDS
620	APPENDIX H HAZARDOUS MATERIALS MANAGEMENT PLAN (HMMP) AND HAZARDOUS MATERIALS INVENTORY STATEMENT (HMIS) INSTRUCTIONS SECTION H101 HMMP SECTION H102 HMIS
621	SECTION H103 EMERGENCY PLAN SECTION H104 REFERENCED STANDARD
622	FIGURE 1 HAZARDOUS MATERIALS MANAGEMENT PLAN SECTION I: FACILITY DESCRIPTION
623	FIGURE 2 HAZARDOUS MATERIALS MANAGEMENT PLAN SECTION I: FACILITY DESCRIPTION
624	FIGURE 3 HAZARDOUS MATERIALS MANAGEMENT PLAN SECTION I: FACILITY DESCRIPTION PART C—FACILITY MAP
625	FIGURE 4 SECTION II—HAZARDOUS MATERIALS INVENTORY STATEMENT (HMIS) SUMMARY REPORT
626	FIGURE 5 SECTION II — HAZARDOUS MATERIALS INVENTORY STATEMENT (HMIS) INVENTORY REPORT (Sort Products Alphabetically by Location of Product and then Alphabetically by Product Name)
627	FIGURE 6 HAZARDOUS MATERIALS MANAGEMENT PLAN SECTION III: EMERGENCY PLAN
628	APPENDIX I FIRE PROTECTION SYSTEMS—NONCOMPLIANT CONDITIONS SECTION I101 NONCOMPLIANT CONDITIONS
629	SECTION I102 REFERENCED STANDARDS
630	APPENDIX J BUILDING INFORMATION SIGN SECTION J101 GENERAL FIGURE J101.1.3 EXAMPLE OF COMPLETED BUILDING INFORMATION SIGN
632	SECTION J102 REFERENCED STANDARDS
634	APPENDIX K CONSTRUCTION REQUIREMENTS FOR EXISTING AMBULATORY CARE FACILITIES SECTION K101 GENERAL SECTION K102 FIRE SAFETY REQUIREMENTS FOR EXISTING AMBULATORY CARE FACILITIES
636	SECTION K103 INCIDENTAL USES IN EXISTING AMBULATORY CARE FACILITIES TABLE K103.1 INCIDENTAL USES IN EXISTING AMBULATORY CARE FACILITIES SECTION K104 MEANS OF EGRESS REQUIREMENTS FOR EXISTING AMBULATORY CARE FACILITIES
637	SECTION K105 REFERENCED STANDARDS
638	APPENDIX L REQUIREMENTS FOR FIRE FIGHTER AIR REPLENISHMENT SYSTEMS SECTION L101 GENERAL SECTION L102 DEFINITIONS SECTION L103 PERMITS SECTION L104 DESIGN AND INSTALLATION
640	SECTION L105 ACCEPTANCE TESTS SECTION L106 INSPECTION, TESTING AND MAINTENANCE SECTION L107 REFERENCED STANDARDS
642	APPENDIX M HIGH-RISE BUILDINGS—RETROACTIVE AUTOMATIC SPRINKLER REQUIREMENT SECTION M101 SCOPE SECTION M102 WHERE REQUIRED SECTION M103 COMPLIANCE
644	APPENDIX N INDOOR TRADE SHOWS AND EXHIBITIONS SECTION N101 GENERAL SECTION N102 DEFINITIONS
645	SECTION N103 PUBLIC SAFETY FOR EVENTS SECTION N104 INTERIOR FINISH AND DECORATIVE MATERIALS SECTION N105 MULTIPLE-LEVEL BOOTHS SECTION N106 COVERED BOOTHS SECTION N107 DISPLAY AND STORAGE OF HAZARDOUS AND COMBUSTIBLE MATERIALS
646	SECTION N108 MEANS OF EGRESS SECTION N109 REFERENCED STANDARDS
648	APPENDIX O FIRES OR BARBECUES ON BALCONIES OR PATIOS SECTION 1 OPEN FLAME AND FUEL STORAGE PROHIBITED
650	APPENDIX P EMERGENCY RESPONDER RADIO COVERAGE P101 EMERGENCY RESPONDER RADIO COVERAGE IN EXISTING BUILDINGS P102 EMERGENCY RESPONDER RADIO COVERAGE IN NEW BUILDINGS P103 PERMIT REQUIRED P104 TECHNICAL REQUIREMENTS
651	P105 INSTALLATION REQUIREMENTS P106 MAINTENANCE
654	INDEX
686	HELPFUL TOOLS FOR YOUR FIRE CODE
687	ICC MEMBERSHIP
688	ICC’S DIGITAL CODES LIBRARY
689	ICC ASSESSMENT CENTER

MN ResidentialCode 1stptg 2020.pdf

Sat, 19 Oct 2024 13:26:43 +0000

2020 City of Los Angeles amendment pages for integration with the 2019 California Building Code

PDF Catalog

PDF Pages	PDF Title
1	2020 MINNESOTA RESIDENTIAL CODE
2	2020 MINNESOTA RESIDENTIAL CODE TITLE PAGE
3	COPYRIGHT
4	MINNESOTA DEPARTMENT OF LABOR AND INDUSTRY
5	IMPORTANT DISCLAIMER
6	PREFACE
12	EFFECTIVE USE OF THE INTERNATIONAL RESIDENTIAL CODE
16	TABLE OF CONTENTS
20	CHAPTER 1 SCOPE AND ADMINISTRATION
22	2020 MINNESOTA BUILDING CODE ADMINISTRATION 1300.0010 ADMINISTRATION 1300.0020 TITLE 1300.0030 PURPOSE AND APPLICATION 1300.0040 SCOPE
23	1300.0050 CHAPTERS OF MINNESOTA STATE BUILDING CODE 1300.0060 OPTIONAL ADMINISTRATION 1300.0070 DEFINITIONS
24	1300.0080 CODE ADOPTION AND AMENDMENTS 1300.0090 DEPARTMENT OF BUILDING SAFETY 1300.0110 DUTIES AND POWERS OF BUILDING OFFICIAL
26	1300.0120 PERMITS
28	1300.0130 CONSTRUCTION DOCUMENTS
29	1300.0140 VIOLATIONS 1300.0150 VIOLATIONS, PENALTY 1300.0160 FEES
30	1300.0170 STOP WORK ORDER 1300.0180 UNSAFE BUILDINGS OR STRUCTURES
31	1300.0190 TEMPORARY STRUCTURES AND USES 1300.0210 INSPECTIONS
32	1300.0215 PLUMBING
33	1300.0220 CERTIFICATE OF OCCUPANCY 1300.0225 MAINTENANCE 1300.0230 BOARD OF APPEALS
34	1300.0240 DISCLAIMER CLAUSE 1300.0250 SEVERABILITY
36	2020 MINNESOTA PROVISIONS TO THE MINNESOTA STATE BUILDING CODE (INCLUDING RADON) 1303.1000 TITLE 1303.1100 PURPOSE 1303.1200 RESTROOM FACILITIES IN PUBLIC ACCOMMODATIONS 1303.1300 SPACE FOR COMMUTER VANS 1303.1400 AUTOMATIC GARAGE DOOR OPENING SYSTEMS 1303.1500 RECYCLING SPACE TABLE 1-A MINIMUM RECYCLING SPACE REQUIREMENTS
37	TABLE 1-A MINIMUM RECYCLING SPACE REQUIREMENTS—continued 1303.1600 FOOTING DEPTH FOR FROST PROTECTION 1303.1700 GROUND SNOW LOAD 1303.2000 EXTERIOR WOOD DECKS, PATIOS, AND BALCONIES 1303.2100 BLEACHER SAFETY
38	1303.2200 SIMPLIFIED WIND LOADS TABLE Palta 1303.2400 PURPOSE AND SCOPE
39	1303.2401 DEFINITIONS 1303.2402 REQUIREMENTS FOR PASSIVE RADON CONTROL SYSTEMS
40	1303.2403 REQUIREMENTS FOR ACTIVE RADON CONTROL SYSTEMS
42	2015 MINNESOTA RESIDENTIAL ENERGY CODE 1322.0010 ADOPTION OF INTERNATIONAL ENERGY CONSERVATION CODE (IECC) BY REFERENCE 1322.0015 ADMINISTRATION AND PURPOSE 1322.0030 REFERENCES TO OTHER INTERNATIONAL CODE COUNCIL (ICC) CODES 1322.0040 ADMINISTRATIVE PROCEDURE CRITERIA 1322.0100 ADMINISTRATION FOR RESIDENTIAL ENERGY
43	1322.0103 CONSTRUCTION DOCUMENTS
44	CHAPTER 2 [RE] DEFINITIONS SECTION R201 GENERAL SECTION R202 GENERAL DEFINITIONS
46	CHAPTER 3 [RE] GENERAL REQUIREMENTS SECTION R301 CLIMATE ZONES
47	FIGURE R301.1 CLIMATE ZONES
48	TABLE R301.1 CLIMATE ZONES, MOISTURE REGIMES, AND WARM-HUMID DESIGNATIONS BY STATE, COUNTY AND TERRITORY
49	TABLE R301.1—continued CLIMATE ZONES, MOISTURE REGIMES, AND WARM-HUMID DESIGNATIONS BY STATE, COUNTY AND TERRITORY
50	TABLE R301.1—continued CLIMATE ZONES, MOISTURE REGIMES, AND WARM-HUMID DESIGNATIONS BY STATE, COUNTY AND TERRITORY
51	TABLE R301.1—continued CLIMATE ZONES, MOISTURE REGIMES, AND WARM-HUMID DESIGNATIONS BY STATE, COUNTY AND TERRITORY
52	TABLE R301.1—continued CLIMATE ZONES, MOISTURE REGIMES, AND WARM-HUMID DESIGNATIONS BY STATE, COUNTY AND TERRITORY
53	TABLE R301.1—continued CLIMATE ZONES, MOISTURE REGIMES, AND WARM-HUMID DESIGNATIONS BY STATE, COUNTY AND TERRITORY
54	TABLE R301.1—continued CLIMATE ZONES, MOISTURE REGIMES, AND WARM-HUMID DESIGNATIONS BY STATE, COUNTY AND TERRITORY
55	TABLE R301.1—continued CLIMATE ZONES, MOISTURE REGIMES, AND WARM-HUMID DESIGNATIONS BY STATE, COUNTY AND TERRITORY
56	TABLE R301.1—continued CLIMATE ZONES, MOISTURE REGIMES, AND WARM-HUMID DESIGNATIONS BY STATE, COUNTY AND TERRITORY
57	TABLE R301.1—continued CLIMATE ZONES, MOISTURE REGIMES, AND WARM-HUMID DESIGNATIONS BY STATE, COUNTY AND TERRITORY
58	TABLE R301.1—continued CLIMATE ZONES, MOISTURE REGIMES, AND WARM-HUMID DESIGNATIONS BY STATE, COUNTY AND TERRITORY
59	TABLE R301.1—continued CLIMATE ZONES, MOISTURE REGIMES, AND WARM-HUMID DESIGNATIONS BY STATE, COUNTY AND TERRITORY
60	TABLE R301.1—continued CLIMATE ZONES, MOISTURE REGIMES, AND WARM-HUMID DESIGNATIONS BY STATE, COUNTY AND TERRITORY TABLE R301.3(1) INTERNATIONAL CLIMATE ZONE DEFINITIONS TABLE R301.3(2) INTERNATIONAL CLIMATE ZONE DEFINITIONS
61	SECTION R302 DESIGN CONDITIONS SECTION R303 MATERIALS, SYSTEMS AND EQUIPMENT TABLE R303.1.3(1) DEFAULT GLAZED FENESTRATION U-FACTOR TABLE R303.1.3(2) DEFAULT DOOR U-FACTORS TABLE R303.1.3(3) DEFAULT GLAZED FENESTRATION SHGC AND VT
62	CHAPTER 4 [RE] RESIDENTIAL ENERGY EFFICIENCY SECTION R401 GENERAL SECTION R402 BUILDING THERMAL ENVELOPE TABLE R402.1.1 INSULATION AND FENESTRATION REQUIREMENTS BY COMPONENTa
65	TABLE R402.1.3 EQUIVALENT U-FACTORSa
66	TABLE R402.2.6 STEEL-FRAME CEILING, WALL AND FLOOR INSULATION (R-VALUE)
67	SECTION R403 SYSTEMS
68	TABLE R402.4.1.1 AIR BARRIER AND INSULATION INSTALLATION
69	TABLE R403.2.1 MINIMUM REQUIRED DUCT AND PLENUM INSULATION FOR DWELLING UNITS TABLE R403.4.2 MAXIMUM RUN LENGTH (feet
70	TABLE R403.5.1 MECHANICAL VENTILATION SYSTEM FAN EFFICACY TABLE R403.5.2 NUMBER OF BEDROOMS
72	TABLE R403.5.17 CLIMATIC DATA DESIGN CONDITIONS
73	SECTION R404 ELECTRICAL POWER AND LIGHTING SYSTEMS (MANDATORY) SECTION R405 SIMULATED PERFORMANCE ALTERNATIVE (PERFORMANCE)
75	TABLE R405.5.2(1) SPECIFICATIONS FOR THE STANDARD REFERENCE AND PROPOSED DESIGNS
76	TABLE R405.5.2(1)—continued SPECIFICATIONS FOR THE STANDARD REFERENCE AND PROPOSED DESIGNS
77	TABLE R405.5.2(1)—continued SPECIFICATIONS FOR THE STANDARD REFERENCE AND PROPOSED DESIGNS TABLE R405.5.2(2) DEFAULT DISTRIBUTION SYSTEM EFFICIENCIES FOR PROPOSED DESIGNSa
78	CHAPTER 5 [RE] REFERENCED STANDARDS AAMA ACCA ASHRAE ASTM CSA
79	HVI ICC NFRC US-FTC WDMA
80	2020 MINNESOTA RESIDENTIAL CODE 1309.0010 ADOPTION OF INTERNATIONAL RESIDENTIAL CODE (IRC) BY REFERENCE 1309.0020 REFERENCES TO OTHER ICC CODES
81	1309.0030 ADMINISTRATIVE PROCEDURE CRITERIA 1309.0100 CHAPTER 1, ADMINISTRATION CHAPTER 1 ADMINISTRATION
82	CHAPTER 2 DEFINITIONS SECTION R201 GENERAL SECTION R202 DEFINITIONS
92	CHAPTER 3 BUILDING PLANNING SECTION R300 CLASSIFICATION TABLE R300.1 OCCUPANCY CLASSIFICATIONS SECTION R301 DESIGN CRITERIA
94	TABLE R301.2.1.2 WINDBORNE DEBRIS PROTECTION FASTENING SCHEDULE FOR WOOD STRUCTURAL PANELS
95	TABLE R301.2(1) CLIMATIC AND GEOGRAPHIC DESIGN CRITERIA
96	TABLE R301.2(2) COMPONENT AND CLADDING LOADS FOR A BUILDING WITH A MEAN ROOF HEIGHT OF 30 FEET LOCATED IN EXPOSURE B (ASD) (psf)a
97	TABLE R301.2(3) HEIGHT AND EXPOSURE ADJUSTMENT COEFFICIENTS FOR TABLE R301.2(2) FIGURE R301.2(1) ISOLINES OF THE 97 1/2 -PERCENT WINTER (DECEMBER, JANUARY AND FEBRUARY) DESIGN TEMPERATURES (°F)
98	FIGURE R301.2(2) SEISMIC DESIGN CATEGORIES
99	FIGURE R301.2(2)—continued SEISMIC DESIGN CATEGORIES
100	FIGURE R301.2(2)—continued SEISMIC DESIGN CATEGORIES
101	FIGURE R301.2(2)—continued SEISMIC DESIGN CATEGORIES
102	FIGURE R301.2(2)—continued SEISMIC DESIGN CATEGORIES
103	FIGURE R301.2(3) ALTERNATE SEISMIC DESIGN CATEGORIES
104	FIGURE R301.2(3)—continued ALTERNATE SEISMIC DESIGN CATEGORIES
105	FIGURE R301.2(3)—continued ALTERNATE SEISMIC DESIGN CATEGORI
106	FIGURE R301.2(3)—continued ALTERNATE SEISMIC DESIGN CATEGORIES
107	FIGURE R301.2(3)—continued ALTERNATE SEISMIC DESIGN CATEGORIES
108	FIGURE R301.2(4) WEATHERING PROBABILITY MAP FOR CONCRETE
109	FIGURE R301.2(5)A ULTIMATE DESIGN WIND SPEEDS
110	FIGURE R301.2(5)B REGIONS WHERE WIND DESIGN IS REQUIRED
111	FIGURE R301.2(7) TERMITE INFESTATION PROBABILITY MAP
112	FIGURE R301.2(8) COMPONENT AND CLADDING PRESSURE ZONES TABLE R301.2.1.3 WIND SPEED CONVERSIONSa
113	TABLE R301.2.1.5.1 ULTIMATE DESIGN WIND SPEED MODIFICATION FOR TOPOGRAPHIC WIND EFFECT FIGURE R301.2.1.5.1(1) TOPOGRAPHIC FEATURES FOR WIND SPEED-UP EFFECT
114	FIGURE R301.2.1.5.1(2) ILLUSTRATION OF WHERE ON A TOPOGRAPHIC FEATURE, WIND SPEED INCREASE IS APPLIED FIGURE R301.2.1.5.1(3) UPWIND OBSTRUCTION
115	TABLE R301.2.2.1.1 SEISMIC DESIGN CATEGORY DETERMINATION
117	TABLE R301.5 MINIMUM UNIFORMLY DISTRIBUTED LIVE LOADS (in pounds per square foot)
118	TABLE R301.5—continued MINIMUM UNIFORMLY DISTRIBUTED LIVE LOADS (in pounds per square foot) TABLE R301.6 MINIMUM ROOF LIVE LOADS IN POUNDS-FORCE PER SQUARE FOOT OF HORIZONTAL PROJECTION TABLE R301.7 ALLOWABLE DEFLECTION OF STRUCTURAL MEMBERSb SECTION R302 FIRE-RESISTANT CONSTRUCTION
119	TABLE R302.1(1) EXTERIOR WALLS TABLE R302.1(2) EXTERIOR WALLS—DWELLINGS WITH FIRE SPRINKLERS
122	TABLE R302.6a DWELLING-GARAGE SEPARATION
124	SECTION R303 LIGHT, VENTILATION AND HEATING
125	SECTION R304 MINIMUM ROOM AREAS
126	SECTION R305 CEILING HEIGHT SECTION R306 SANITATION SECTION R307 TOILET, BATH AND SHOWER SPACES SECTION R308 GLAZING
127	TABLE R308.3.1(1) MINIMUM CATEGORY CLASSIFICATION OF GLAZING USING CPSC 16 CFR 1201 TABLE R308.3.1(2) MINIMUM CATEGORY CLASSIFICATION OF GLAZING USING ANSI Z97.1
129	FIGURE R308.4.7 HAZARDOUS GLAZING LOCATIONS AT BOTTOM STAIR LANDINGS SECTION R309 GARAGES AND CARPORTS
130	SECTION R310 EMERGENCY ESCAPE AND RESCUE OPENINGS
131	SECTION R311 MEANS OF EGRESS
135	SECTION R312 GUARDS AND WINDOW FALL PROTECTION SECTION R313 AUTOMATIC FIRE SPRINKLER SYSTEMS
136	SECTION R314 SMOKE ALARMS
137	SECTION R315 CARBON MONOXIDE ALARMS
138	SECTION R316 FOAM PLASTIC
140	SECTION R317 PROTECTION OF WOOD AND WOOD-BASED PRODUCTS AGAINST DECAY
141	SECTION R318 PROTECTION AGAINST SUBTERRANEAN TERMITES
142	SECTION R319 SITE ADDRESS SECTION R320 ACCESSIBILITY SECTION R321 ELEVATORS AND PLATFORM LIFTS SECTION R322 FLOOD-RESISTANT CONSTRUCTION SECTION R323 STORM SHELTERS SECTION 324 SOLAR ENERGY SYSTEMS
143	SECTION R325 MEZZANINES
144	SECTION R326 SWIMMING POOLS, SPAS AND HOT TUBS SECTION R327 STATIONARY STORAGE BATTERY SYSTEMS
146	CHAPTER 4 FOUNDATIONS SECTION R401 GENERAL TABLE R401.4.1 PRESUMPTIVE LOAD-BEARING VALUES OF FOUNDATION MATERIALSa SECTION R402 MATERIALS
147	TABLE R402.2 MINIMUM SPECIFIED COMPRESSIVE STRENGTH OF CONCRETE SECTION R403 FOOTINGS
149	TABLE R403.1(1) MINIMUM WIDTH AND THICKNESS FOR CONCRETE FOOTINGS FOR LIGHT-FRAME CONSTRUCTION (inches)
150	TABLE R403.1(2) MINIMUM WIDTH AND THICKNESS FOR CONCRETE FOOTINGS FOR LIGHT-FRAME CONSTRUCTION WITH BRICK VENEER
151	TABLE R403.1(3) MINIMUM WIDTH AND THICKNESS FOR CONCRETE FOOTINGS WITH CAST-IN-PLACE CONCRETE OR FULLY GROUTED MASONRY WALL CONSTRUCTION
152	FIGURE R403.1(1) PLAIN CONCRETE FOOTINGS WITH MASONRY AND CONCRETE STEM WALLS IN SDC A, B AND C
153	FIGURE R403.1(2) PERMANENT WOOD FOUNDATION BASEMENT WALL SECTION
154	FIGURE R403.1(3) PERMANENT WOOD FOUNDATION CRAWL SPACE SECTION
155	FIGURE R403.1.3 REINFORCED CONCRETE FOOTINGS AND MASONRY AND CONCRETE STEM WALLS IN SDC D0, D1 AND D2
157	FIGURE R403.1.7.1 FOUNDATION CLEARANCE FROM SLOPES
159	FIGURE R403.3(1) INSULATION PLACEMENT FOR FROST-PROTECTED FOOTINGS IN HEATED BUILDINGS TABLE R403.3(1) MINIMUM FOOTING DEPTH AND INSULATION REQUIREMENTS FOR FROST-PROTECTED FOOTINGS IN HEATED BUILDINGS
160	FIGURE R403.3(2) AIR-FREEZING INDEX AN ESTIMATE OF THE 100-YEAR RETURN PERIOD
161	TABLE R403.3(2) AIR-FREEZING INDEX FOR U.S. LOCATIONS BY COUNTY
162	TABLE R403.3(2)—continued AIR-FREEZING INDEX FOR U.S. LOCATIONS BY COUNTY
163	TABLE R403.3(2)—continued AIR-FREEZING INDEX FOR U.S. LOCATIONS BY COUNTY
164	TABLE R403.3(2)—continued AIR-FREEZING INDEX FOR U.S. LOCATIONS BY COUNTY
165	TABLE R403.3(2)—continued AIR-FREEZING INDEX FOR U.S. LOCATIONS BY COUNTY
166	FIGURE R403.3(3) INSULATION PLACEMENT FOR FROST-PROTECTED FOOTINGS ADJACENT TO UNHEATED SLAB-ON-GROUND STRUCTURE FIGURE R403.3(4) INSULATION PLACEMENT FOR FROST-PROTECTED FOOTINGS ADJACENT TO HEATED STRUCTURE
167	TABLE R403.4 MINIMUM DEPTH (D) AND WIDTH (W) OF CRUSHED STONE FOOTINGSa, b (inches)
168	FIGURE R403.4(1) BASEMENT OR CRAWL SPACE WITH PRECAST FOUNDATION WALL BEARING ON CRUSHED STONE FIGURE R403.4(2) BASEMENT OR CRAWL SPACE WITH PRECAST FOUNDATION WALL ON SPREAD FOOTING SECTION R404 FOUNDATION AND RETAINING WALLS
169	TABLE R404.1(1) MAXIMUM ANCHOR BOLT AND BLOCKING SPACING FOR SUPPORTED FOUNDATION WALL
170	TABLE R404.1.1(1) PLAIN MASONRY FOUNDATION WALLSf
171	TABLE R404.1.1(2) 8-INCH MASONRY FOUNDATION WALLS WITH REINFORCING WHERE d ≥ 5 INCHES
172	TABLE R404.1.1(3) 10-INCH MASONRY FOUNDATION WALLS WITH REINFORCING WHERE d ≥ 6.75 INCHES
173	TABLE R404.1.1(4) 12-INCH MASONRY FOUNDATION WALLS WITH REINFORCING WHERE d ≥ 8.75 INCHES
174	TABLE R404.1.1(5) CANTILEVERED CONCRETE AND MASONRY FOUNDATION WALLS
175	TABLE R404.1.1(6) CANTILEVERED CONCRETE AND MASONRY FOUNDATION WALLS
176	TABLE R404.1.1(7) CANTILEVERED CONCRETE AND MASONRY FOUNDATION WALLS
177	TABLE R404.1.2(1) MINIMUM HORIZONTAL REINFORCEMENT FOR CONCRETE BASEMENT WALLS TABLE R404.1.2(2) MINIMUM VERTICAL REINFORCEMENT FOR 6-INCH NOMINAL FLAT CONCRETE BASEMENT WALLS
178	TABLE R404.1.2(3) MINIMUM VERTICAL REINFORCEMENT FOR 8-INCH (203 mm) NOMINAL FLAT CONCRETE BASEMENT WALLS
179	TABLE R404.1.2(4) MINIMUM VERTICAL REINFORCEMENT FOR 10-INCH NOMINAL FLAT CONCRETE BASEMENT WALLS
180	TABLE R404.1.2(5) MINIMUM VERTICAL WALL REINFORCEMENT FOR 6-INCH WAFFLE-GRID BASEMENT WALLS
181	TABLE R404.1.2(6) MINIMUM VERTICAL REINFORCEMENT FOR 8-INCH WAFFLE-GRID BASEMENT WALLS
182	TABLE R404.1.2(7) MINIMUM VERTICAL REINFORCEMENT FOR 6-INCH (152 mm) SCREEN-GRID BASEMENT WALLS
183	TABLE R404.1.2(8) MINIMUM VERTICAL REINFORCEMENT FOR 6-, 8-, 10- AND 12-INCH NOMINAL FLAT BASEMENT WALLS
184	TABLE R404.1.2(9) MINIMUM SPACING FOR ALTERNATE BAR SIZE AND ALTERNATE GRADE OF STEEL
189	FIGURE R404.1.5(1) FOUNDATION WALL CLAY MASONRY CURTAIN WALL WITH CONCRETE MASONRY PIERS
191	TABLE R404.2.3 PLYWOOD GRADE AND THICKNESS FOR WOOD FOUNDATION CONSTRUCTION (30 pcf equivalent-fluid weight soil pressure) SECTION R405 FOUNDATION DRAINAGE
192	TABLE R405.1 PROPERTIES OF SOILS CLASSIFIED ACCORDING TO THE UNIFIED SOIL CLASSIFICATION SYSTEM
193	SECTION R406 FOUNDATION WATERPROOFING AND DAMPPROOFING SECTION R407 COLUMNS SECTION R408 UNDER-FLOOR SPACE
196	CHAPTER 5 FLOORS SECTION R501 GENERAL SECTION R502 WOOD FLOOR FRAMING
197	FIGURE R502.2 FLOOR CONSTRUCTION
198	TABLE R502.3.1(1) FLOOR JOIST SPANS FOR COMMON LUMBER SPECIES (Residential sleeping areas, live load = 30 psf, L/Δ = 360)a
199	TABLE R502.3.1(1)—continued FLOOR JOIST SPANS FOR COMMON LUMBER SPECIES (Residential sleeping areas, live load = 30 psf, L/Δ = 360)a
200	TABLE R502.3.1(2) FLOOR JOIST SPANS FOR COMMON LUMBER SPECIES (Residential living areas, live load = 40 psf, L/ = 360)b
201	TABLE R502.3.1(2)—continued FLOOR JOIST SPANS FOR COMMON LUMBER SPECIES (Residential living areas, live load = 40 psf, L/ = 360)b
203	TABLE R502.3.3(1) CANTILEVER SPANS FOR FLOOR JOISTS SUPPORTING LIGHT-FRAME EXTERIOR BEARING WALL AND ROOF ONLY (Floor Live Load ≤ 40 psf, Roof Live Load ≤ 20 psf) TABLE R502.3.3(2) CANTILEVER SPANS FOR FLOOR JOISTS SUPPORTING EXTERIOR BALCONY
204	FIGURE R502.8 CUTTING, NOTCHING AND DRILLING
205	SECTION R503 FLOOR SHEATHING TABLE R503.1 MINIMUM THICKNESS OF LUMBER FLOOR SHEATHING
206	TABLE R503.2.1.1(2) ALLOWABLE SPANS FOR SANDED PLYWOOD COMBINATION SUBFLOOR UNDERLAYMENTa TABLE R503.2.1.1(1) ALLOWABLE SPANS AND LOADS FOR WOOD STRUCTURAL PANELS FOR ROOF AND SUBFLOOR SHEATHING AND COMBINATION SUBFLOOR UNDERLAYMENT
207	SECTION R504 PRESSURE PRESERVATIVE-TREATED WOOD FLOORS (ON GROUND) SECTION R505 COLD-FORMED STEEL FLOOR FRAMING
208	FIGURE R505.1.2 IN-LINE FRAMING
209	TABLE R505.2.3 COLD-FORMED STEEL JOIST SIZES AND THICKNESS FIGURE R505.2.3(1) C-SHAPED SECTION FIGURE R505.2.3(2) TRACK SECTION
210	FIGURE R505.2.6.1 FLOOR JOIST WEB HOLES FIGURE R505.2.6.3 FLOOR JOIST WEB HOLE PATCH
211	TABLE R505.3.1(1) FLOOR-TO-FOUNDATION OR BEARING WALL CONNECTION REQUIREMENTS
212	TABLE R505.3.1(2) FLOOR FASTENING SCHEDULE FIGURE R505.3.1(1) FLOOR-TO-EXTERIOR LOAD-BEARING WALL STUD CONNECTION
213	FIGURE R505.3.1(2) FLOOR-TO-WOOD-SILL CONNECTION FIGURE R505.3.1(3) FLOOR-TO-FOUNDATION CONNECTION
214	FIGURE R505.3.1(4) CANTILEVERED FLOOR-TO-FOUNDATION CONNECTION FIGURE R505.3.1(5) CANTILEVERED FLOOR-TO-WOOD-SILL CONNECTION
215	FIGURE R505.3.1(6) CANTILEVERED FLOOR TO EXTERIOR LOAD-BEARING WALL CONNECTION FIGURE R505.3.1(7) CONTINUOUS SPAN JOIST SUPPORTED ON INTERIOR LOAD-BEARING WALL
216	FIGURE R505.3.1(8) LAPPED JOISTS SUPPORTED ON INTERIOR LOAD-BEARING WALL FIGURE R505.3.1(9) BEARING STIFFENERS FOR END JOISTS
217	TABLE R505.3.2 ALLOWABLE SPANS FOR COLD-FORMED STEEL JOISTS—SINGLE OR CONTINUOUS SPANS
218	FIGURE R505.3.3.2(1) JOIST BLOCKING (SOLID) FIGURE R505.3.3.2(2) JOIST BLOCKING (STRAP)
219	FIGURE R505.3.4(1) BEARING STIFFENERS UNDER JAMB STUDS FIGURE R505.3.4(2) BEARING STIFFENER
220	FIGURE R505.3.7 TRACK SPLICE FIGURE R505.3.8(1) COLD-FORMED STEEL FLOOR CONSTRUCTION—6-FOOT FLOOR OPENING
221	FIGURE R505.3.8(2) COLD-FORMED STEEL FLOOR CONSTRUCTION—8-FOOT FLOOR OPENING FIGURE R505.3.8(3) COLD-FORMED STEEL FLOOR CONSTRUCTION: FLOOR HEADER TO TRIMMER CONNECTION—6-FOOT OPENING
222	FIGURE R505.3.8(4) COLD-FORMED STEEL FLOOR CONSTRUCTION: FLOOR HEADER TO TRIMMER CONNECTION—8-FOOT OPENING SECTION R506 CONCRETE FLOORS (ON GROUND) SECTION R507 EXTERIOR DECKS
223	TABLE R507.2.3 FASTENER AND CONNECTOR SPECIFICATIONS FOR DECKS
224	FIGURE R507.3 DECK POSTS TO DECK FOOTING CONNECTION TABLE R507.4 DECK POST HEIGHTa
225	TABLE R507.3.1 MINIMUM FOOTING SIZE FOR DECKS
227	FIGURE R507.5 TYPICAL DECK JOIST SPANS TABLE R507.5 DECK BEAM SPAN LENGTHSa, b, g (feet – inches)
228	FIGURE R507.5.1(1) DECK BEAM TO DECK POST FIGURE R507.5.1(2) NOTCHED POST-TO-BEAM CONNECTION
229	FIGURE R507.6 TYPICAL DECK JOIST SPANS
230	TABLE R507.6 DECK JOIST SPANS FOR COMMON LUMBER SPECIES (ft. – in.) TABLE R507.7 MAXIMUM JOIST SPACING FOR DECKING
231	TABLE R507.9.1.3(1) DECK LEDGER CONNECTION TO BAND JOISTa (Deck live load = 40 psf, deck dead load = 10 psf) TABLE R507.9.1.3(2) PLACEMENT OF LAG SCREWS AND BOLTS IN DECK LEDGERS AND BAND JOISTS FIGURE R507.9.1.3(1) PLACEMENT OF LAG SCREWS AND BOLTS IN LEDGERS
232	FIGURE R507.9.1.3(2) PLACEMENT OF LAG SCREWS AND BOLTS IN BAND JOISTS FIGURE R507.9.2(1) DECK ATTACHMENT FOR LATERAL LOADS
233	FIGURE R507.9.2(2) DECK ATTACHMENT FOR LATERAL LOADS
234	CHAPTER 6 WALL CONSTRUCTION SECTION R601 GENERAL SECTION R602 WOOD WALL FRAMING
235	TABLE R602.3(1) FASTENING SCHEDULE
236	TABLE R602.3(1)—continued FASTENING SCHEDULE
237	TABLE 602.3(1)FASTENING SCHEDULE—continued
238	TABLE R602.3(1)—continuedFASTENING SCHEDULE
239	TABLE R602.3.1 MAXIMUM ALLOWABLE LENGTH OF WOOD WALL STUDS EXPOSED TO WIND SPEEDS OF 115 MPH OR LESS Where conditions are not within the parameters of footnotes b, c, d, e, f, g, h, i, and j design is required
240	TABLE R602.3.1—continued MAXIMUM ALLOWABLE LENGTH OF WOOD WALL STUDS EXPOSED TO WIND SPEEDS OF 115 MPH OR LESS Where conditions are not within the parameters of footnotes b, c, d, e, f, g, h, i, and j design is required
241	TABLE R602.3.2 SINGLE TOP-PLATE SPLICE CONNECTION DETAILS
242	TABLE R602.3(2) ALTERNATE ATTACHMENTS TO TABLE R602.3(1)
243	TABLE R602.3(2)—continued ALTERNATE ATTACHMENTS TO TABLE R602.3(1) TABLE R602.3(3) REQUIREMENTS FOR WOOD STRUCTURAL PANEL WALL SHEATHING USED TO RESIST WIND PRESSURES TABLE R602.3(4) ALLOWABLE SPANS FOR PARTICLEBOARD WALL SHEATHING
244	TABLE R602.3(5) SIZE, HEIGHT AND SPACING OF WOOD STUDSa TABLE R602.3(6) ALTERNATE WOOD BEARING WALL STUD SIZE, HEIGHT AND SPACING
245	FIGURE R602.3(1) TYPICAL WALL, FLOOR AND ROOF FRAMING
246	FIGURE R602.3(2) FRAMING DETAILS
247	FIGURE R602.6(1) NOTCHING AND BORED HOLE LIMITATIONS FOR EXTERIOR WALLS AND BEARING WALLS
248	FIGURE R602.6(2) NOTCHING AND BORED HOLE LIMITATIONS FOR INTERIOR NONBEARING WALLS FIGURE R602.6.1 TOP PLATE FRAMING TO ACCOMMODATE PIPING FIGURE R602.6(2) NOTCHING AND BORED HOLE LIMITATIONS FOR INTERIOR NONBEARING WALLS FIGURE R602.6.1 TOP PLATE FRAMING TO ACCOMMODATE PIPING
249	TABLE R602.7(1) GIRDER SPANSa AND HEADER SPANSa FOR EXTERIOR BEARING WALLS (Maximum spans for Douglas fir-larch, hem-fir, Southern pine and spruce-pine-firb and required number of jack studs)
250	TABLE R602.7(1)—continued GIRDER SPANSa AND HEADER SPANSa FOR EXTERIOR BEARING WALLS (Maximum spans for Douglas fir-larch, hem-fir, Southern pine and spruce-pine-firb and required number of jack studs)
251	TABLE R602.7(2) GIRDER SPANSa AND HEADER SPANSa FOR INTERIOR BEARING WALLS (Maximum spans for Douglas fir-larch, hem-fir, southern pine and spruce-pine-firb and required number of jack studs) TABLE R602.7(3) GIRDER AND HEADER SPANSa FOR OPEN PORCHES
252	FIGURE R602.7.1(1) SINGLE-MEMBER HEADER IN EXTERIOR BEARING WALL FIGURE R602.7.1(2) ALTERNATIVE SINGLE-MEMBER HEADER WITHOUT CRIPPLE FIGURE R602.7.2 RIM BOARD HEADER CONSTRUCTION
253	TABLE R602.7.5 MINIMUM NUMBER OF FULL-HEIGHT STUDS AT EACH END OF HEADERS IN EXTERIOR WALLSa
254	TABLE R602.7.3 MAXIMUM SPANS FOR WOOD STRUCTURAL PANEL BOX HEADERSa FIGURE R602.7.3 TYPICAL WOOD STRUCTURAL PANEL BOX HEADER CONSTRUCTION
255	FIGURE R602.10.1.1 BRACED WALL LINES TABLE R602.10.1.3 BRACED WALL LINE SPACING
256	FIGURE R602.10.1.4 ANGLED WALLS FIGURE R602.10.2.2 LOCATION OF BRACED WALL PANELS
258	TABLE R602.10.3(1) BRACING REQUIREMENTS BASED ON WIND SPEED
259	TABLE R602.10.3(1)—continued BRACING REQUIREMENTS BASED ON WIND SPEED
260	TABLE R602.10.3(1)—continued BRACING REQUIREMENTS BASED ON WIND SPEED
261	TABLE R602.10.3(2) WIND ADJUSTMENT FACTORS TO THE REQUIRED LENGTH OF WALL BRACING
262	TABLE R602.10.3(3) BRACING REQUIREMENTS BASED ON SEISMIC DESIGN CATEGORY
263	TABLE R602.10.3(3)—continued BRACING REQUIREMENTS BASED ON SEISMIC DESIGN CATEGORY
264	TABLE R602.10.3(4) SEISMIC ADJUSTMENT FACTORS TO THE REQUIRED LENGTH OF WALL BRACING
265	TABLE R602.10.4 BRACING METHODS
266	TABLE R602.10.4—continued BRACING METHODS
268	TABLE R602.10.5 MINIMUM LENGTH OF BRACED WALL PANELS
269	FIGURE R602.10.5 BRACED WALL PANELS WITH CONTINUOUS SHEATHING TABLE R602.10.5.2 PARTIAL CREDIT FOR BRACED WALL PANELS LESS THAN 48 INCHES IN ACTUAL LENGTH TABLE R602.10.6.1 MINIMUM HOLD-DOWN FORCES FOR METHOD ABW BRACED WALL PANELS
270	FIGURE R602.10.6.1 METHOD ABW—ALTERNATE BRACED WALL PANEL FIGURE R602.10.6.2 METHOD PFH—PORTAL FRAME WITH HOLD-DOWNS
271	FIGURE R602.10.6.3 METHOD PFG—PORTAL FRAME AT GARAGE DOOR OPENINGS IN SEISMIC DESIGN CATEGORIES A, B AND C
272	FIGURE R602.10.6.4 METHOD CS-PF—CONTINUOUSLY SHEATHED PORTAL FRAME PANEL CONSTRUCTION
273	TABLE R602.10.6.4 TENSION STRAP CAPACITY FOR RESISTING WIND PRESSURES PERPENDICULAR TO METHODS PFH, PFG AND CS-PF BRACED WALL PANELS
274	TABLE R602.10.6.5 METHOD BV-WSP WALL BRACING REQUIREMENTS
275	FIGURE R602.10.6.5 METHOD BV-WSP—WALL BRACING FOR DWELLINGS WITH STONE AND MASONRY VENEER IN SEISMIC DESIGN CATEGORIES D0, D1 and D2
276	FIGURE R602.10.7 END CONDITIONS FOR BRACED WALL LINES WITH CONTINUOUS SHEATHING
277	FIGURE R602.10.8(1) BRACED WALL PANEL CONNECTION WHEN PERPENDICULAR TO FLOOR/CEILING FRAMING
278	FIGURE R602.10.8(2) BRACED WALL PANEL CONNECTION WHEN PARALLEL TO FLOOR/CEILING FRAMING FIGURE R602.10.8.2(1) BRACED WALL PANEL CONNECTION TO PERPENDICULAR RAFTERS FIGURE R602.10.8.2(2) BRACED WALL PANEL CONNECTION OPTION TO PERPENDICULAR RAFTERS OR ROOF TRUSSES
279	FIGURE R602.10.8.2(3) BRACED WALL PANEL CONNECTION OPTION TO PERPENDICULAR RAFTERS OR ROOF TRUSSES
280	FIGURE R602.10.9 MASONRY STEM WALLS SUPPORTING BRACED WALL PANELS
281	FIGURE R602.11.2 STEPPED FOUNDATION CONSTRUCTION
282	FIGURE R602.12.1 RECTANGLE CIRCUMSCRIBING AN ENCLOSED BUILDING
283	TABLE R602.12.4 MINIMUM NUMBER OF BRACING UNITS ON EACH SIDE OF THE CIRCUMSCRIBED RECTANGLE
284	FIGURE R602.12.5 BRACING UNIT DISTRIBUTION SECTION R603 COLD-FORMED STEEL WALL FRAMING
285	FIGURE R603.1.2 IN-LINE FRAMING
286	FIGURE R603.2.3(1) C-SHAPED SECTION FIGURE R603.2.3(2) TRACK SECTION FIGURE R603.2.6.1 WALL STUD WEB HOLES TABLE R603.2.3 LOAD-BEARING COLD-FORMED STEEL STUD SIZES AND THICKNESSES
287	FIGURE R603.2.6.3 WALL STUD WEB HOLE PATCH
288	TABLE R603.3.1 WALL TO FOUNDATION OR FLOOR CONNECTION REQUIREMENTS
289	TABLE R603.3.1.1(1) GABLE ENDWALL TO FLOOR CONNECTION REQUIREMENTS TABLE R603.3.1.1(2) GABLE ENDWALL BOTTOM TRACK TO FOUNDATION CONNECTION REQUIREMENTS FIGURE R603.3.1(1) WALL TO FLOOR CONNECTION
290	FIGURE R603.3.1(2) WALL TO FOUNDATION CONNECTION FIGURE R603.3.1(3) WALL TO WOOD SILL CONNECTION
291	FIGURE R603.3.1(4) WIND UPLIFT CONNECTOR TABLE R603.3.2(1) WALL FASTENING SCHEDULEa
292	TABLE R603.3.2(2) 24-FOOT-WIDE BUILDING SUPPORTING ROOF AND CEILING ONLY
293	TABLE R603.3.2(3) 28-FOOT-WIDE BUILDING SUPPORTING ROOF AND CEILING ONLY
294	TABLE R603.3.2(4) 32-FOOT-WIDE BUILDING SUPPORTING ROOF AND CEILING ONLY
295	TABLE R603.3.2(5) 36-FOOT-WIDE BUILDING SUPPORTING ROOF AND CEILING ONLY
296	TABLE R603.3.2(6) 40-FOOT-WIDE BUILDING SUPPORTING ROOF AND CEILING ONLY
297	TABLE R603.3.2(7) 24-FOOT-WIDE BUILDING SUPPORTING ONE FLOOR, ROOF AND CEILING
298	TABLE R603.3.2(8) 28-FOOT-WIDE BUILDING SUPPORTING ONE FLOOR, ROOF AND CEILING
299	TABLE R603.3.2(9) 32-FOOT-WIDE BUILDING SUPPORTING ONE FLOOR, ROOF AND CEILING
300	TABLE R603.3.2(10) 36-FOOT-WIDE BUILDING SUPPORTING ONE FLOOR, ROOF AND CEILING
301	TABLE R603.3.2(11) 40-FOOT-WIDE BUILDING SUPPORTING ONE FLOOR, ROOF AND CEILING
302	TABLE R603.3.2(12) 24-FOOT-WIDE BUILDING SUPPORTING TWO FLOORS, ROOF AND CEILING
303	TABLE R603.3.2(13) 28-FOOT-WIDE BUILDING SUPPORTING TWO FLOORS, ROOF AND CEILING
304	TABLE R603.3.2(14) 32-FOOT-WIDE BUILDING SUPPORTING TWO FLOORS, ROOF AND CEILING
305	TABLE R603.3.2(15) 36-FOOT-WIDE BUILDING SUPPORTING TWO FLOORS, ROOF AND CEILING
306	TABLE R603.3.2(16) 40-FOOT-WIDE BUILDING SUPPORTING TWO FLOORS, ROOF AND CEILING
307	TABLE R603.3.2.1(1) ALL BUILDING WIDTHS GABLE ENDWALLS 8, 9 OR 10 FEET IN HEIGHT
308	TABLE R603.3.2.1(2) ALL BUILDING WIDTHS GABLE ENDWALLS OVER 10 FEET IN HEIGHT
309	FIGURE R603.3.3(1) STUD BRACING WITH STRAPPING ONLY FIGURE R603.3.3(2) STUD BRACING WITH STRAPPING AND SHEATHING MATERIAL
310	FIGURE R603.3.5 TRACK SPLICE FIGURE R603.4 CORNER FRAMING
311	FIGURE R603.6(1) BOX BEAM HEADER FIGURE R603.6(2) BACK-TO-BACK HEADER
312	TABLE R603.6(1) BOX-BEAM AND BACK-TO-BACK HEADER SPANS Headers Supporting Roof and Ceiling Onlya, b, d
313	TABLE R603.6(2) BOX-BEAM AND BACK-TO-BACK HEADER SPANS Headers Supporting Roof and Ceiling Onlya, b, d
314	TABLE R603.6(3) BOX-BEAM AND BACK-TO-BACK HEADER SPANS Headers Supporting One Floor, Roof and Ceilinga, b, d
315	TABLE R603.6(4) BOX-BEAM AND BACK-TO-BACK HEADER SPANS Headers Supporting One Floor, Roof and Ceilinga, b, d
316	TABLE R603.6(5) BOX-BEAM AND BACK-TO-BACK HEADER SPANS Headers Supporting Two Floors, Roof and Ceilinga, b, d
317	TABLE R603.6(6) BOX-BEAM AND BACK-TO-BACK HEADER SPANS Headers Supporting Two Floors, Roof and Ceilinga, b, d
318	FIGURE R603.6.1(1) BOX BEAM HEADER IN GABLE ENDWALL FIGURE R603.6.1(2) BACK-TO-BACK HEADER IN GABLE ENDWALL
319	TABLE R603.7(1) TOTAL NUMBER OF JACK AND KING STUDS REQUIRED AT EACH END OF AN OPENING TABLE R603.7(2) HEADER TO KING STUD CONNECTION REQUIREMENTS TABLE R603.8 HEAD AND SILL TRACK SPAN
320	FIGURE R603.9 STRUCTURAL SHEATHING FASTENING PATTERN
321	TABLE R603.9.2(1) MINIMUM PERCENTAGE OF FULL-HEIGHT STRUCTURAL SHEATHING ON EXTERIOR WALLS TABLE R603.9.2(2) FULL-HEIGHT SHEATHING LENGTH ADJUSTMENT FACTORS FIGURE R603.9.4.2 CORNER STUD HOLD-DOWN DETAIL
322	TABLE R603.9.5(1) REQUIRED LENGTH OF FULL-HEIGHT SHEATHING AND ASSOCIATED OVERTURNING ANCHORAGE FOR WALLS SUPPORTING WALLS WITH STONE OR MASONRY VENEER AND USING 33-MIL COLD-FORMED STEEL FRAMING AND 6-INCH SCREW SPACING ON THE PERIMETER OF EACH PANEL OF STRUCTURAL SHEATHING
323	TABLE R603.9.5(2) REQUIRED LENGTH OF FULL-HEIGHT SHEATHING AND ASSOCIATED OVERTURNING ANCHORAGE FOR WALLS SUPPORTING WALLS WITH STONE OR MASONRY VENEER AND USING 43-MIL COLD-FORMED STEEL FRAMING AND 6-INCH SCREW SPACING ON THE PERIMETER OF EACH PANEL OF STRUCTURAL SHEATHING
324	TABLE R603.9.5(3) REQUIRED LENGTH OF FULL-HEIGHT SHEATHING AND ASSOCIATED OVERTURNING ANCHORAGE FOR WALLS SUPPORTING WALLS WITH STONE OR MASONRY VENEER AND USING 33-MIL COLD-FORMED STEEL FRAMING AND 4-INCH SCREW SPACING ON THE PERIMETER OF EACH PANEL OF STRUCTURAL SHEATHING
325	TABLE R603.9.5(4) REQUIRED LENGTH OF FULL-HEIGHT SHEATHING AND ASSOCIATED OVERTURNING ANCHORAGE FOR WALLS SUPPORTING WALLS WITH STONE OR MASONRY VENEER AND USING 43-MIL COLD-FORMED STEEL FRAMING AND 4-INCH SCREW SPACING ON THE PERIMETER OF EACH PANEL OF STRUCTURAL SHEATHING SECTION R604 WOOD STRUCTURAL PANELS SECTION R605 PARTICLEBOARD SECTION R606 GENERAL MASONRY CONSTRUCTION
326	TABLE R606.2.8 MORTAR PROPORTIONS
327	TABLE R606.2.12 GROUT PROPORTIONS BY VOLUME FOR MASONRY CONSTRUCTION
328	TABLE R606.3.4.1 MINIMUM CORROSION PROTECTION TABLE R606.3.5.1 GROUT SPACE DIMENSIONS AND POUR HEIGHTS
330	TABLE R606.6.4 SPACING OF LATERAL SUPPORT FOR MASONRY WALLS
331	TABLE R606.9 ALLOWABLE COMPRESSIVE STRESSES FOR EMPIRICAL DESIGN OF MASONRY
332	FIGURE R606.11(1) ANCHORAGE REQUIREMENTS FOR MASONRY WALLS LOCATED IN SEISMIC DESIGN CATEGORY A, B OR C AND WHERE WIND LOADS ARE LESS THAN 30 PSF
333	FIGURE R606.11(2) REQUIREMENTS FOR REINFORCED GROUTED MASONRY CONSTRUCTION IN SEISMIC DESIGN CATEGORY C
334	FIGURE R606.11(3) REQUIREMENTS FOR REINFORCED MASONRY CONSTRUCTION IN SEISMIC DESIGN CATEGORY
335	TABLE R606.12.2.1 MINIMUM SOLID WALL LENGTH ALONG EXTERIOR WALL LINES TABLE R606.12.3.2 MINIMUM DISTRIBUTED WALL REINFORCEMENT FOR BUILDINGS ASSIGNED TO SEISMIC DESIGN CATEGORY D0 or D1
336	TABLE R606.12.4.1 MINIMUM REINFORCING FOR STACKED BONDED MASONRY WALLS IN SEISMIC DESIGN CATEGORY D2 TABLE R606.12.4.2 MINIMUM REINFORCING FOR STACKED BONDED MASONRY WALLS IN SEISMIC DESIGN CATEGORY D2
337	SECTION R607 GLASS UNIT MASONRY
338	FIGURE R607.4.1 GLASS UNIT MASONRY DESIGN WIND LOAD RESISTANCE
339	SECTION R608 EXTERIOR CONCRETE WALL CONSTRUCTION
340	TABLE R608.3 DIMENSIONAL REQUIREMENTS FOR WALLS FIGURE R608.3(1) FLAT WALL SYSTEM
341	FIGURE R608.3(2) WAFFLE-GRID WALL SYSTEM FIGURE R608.3(3) SCREEN-GRID WALL SYSTEM
343	TABLE R608.5.4(1) LAP SPLICE AND TENSION DEVELOPMENT LENGTHS FIGURE R608.5.4(1) LAP SPLICES
344	FIGURE R608.5.4(2) DEVELOPMENT LENGTH AND COVER FOR HOOKS AND BAR EXTENSION FIGURE R608.5.4(3) STANDARD HOOKS
345	TABLE R608.5.4(2) MAXIMUM SPACING FOR ALTERNATIVE BAR SIZE AND ALTERNATIVE GRADE OF STEEL
347	FIGURE R608.6(1) ABOVE-GRADE CONCRETE WALL CONSTRUCTION ONE STORY FIGURE R608.6(2) ABOVE-GRADE CONCRETE WALL CONSTRUCTION CONCRETE FIRST STORY AND LIGHT-FRAMED SECOND STORY FIGURE R608.6(3) ABOVE-GRADE CONCRETE WALL CONSTRUCTION TWO-STORY FIGURE R608.6(4) ABOVE-GRADE CONCRETE WALL SUPPORTED ON MONOLITHIC SLAB-ON-GROUND FOOTING
348	TABLE R608.6(1) MINIMUM VERTICAL REINFORCEMENT FOR FLAT ABOVE-GRADE WALLS
349	TABLE R608.6(2) MINIMUM VERTICAL REINFORCEMENT FOR WAFFLE-GRID ABOVE-GRADE WALLS
350	TABLE R608.6(3) MINIMUM VERTICAL REINFORCEMENT FOR 6-INCH SCREEN-GRID ABOVE-GRADE WALLS
351	TABLE R608.6(4) MINIMUM VERTICAL REINFORCEMENT FOR FLAT, WAFFLE- AND SCREEN-GRID ABOVE-GRADE WALLS DESIGNED CONTINUOUS WITH FOUNDATION STEM WALLS
353	EQUATION R6-1 EQUATION R6-2
354	TABLE R608.7(1A) UNREDUCED LENGTH, UR, OF SOLID WALL REQUIRED IN EACH EXTERIOR ENDWALL FOR WIND PERPENDICULAR TO RIDGE ONE STORY OR TOP STORY OF TWO STORY
355	TABLE R608.7(1A)—continued UNREDUCED LENGTH, UR, OF SOLID WALL REQUIRED IN EACH EXTERIOR ENDWALL FOR WIND PERPENDICULAR TO RIDGE ONE STORY OR TOP STORY OF TWO STORY
356	TABLE R608.7(1B) UNREDUCED LENGTH, UR, OF SOLID WALL REQUIRED IN EACH EXTERIOR ENDWALL FOR WIND PERPENDICULAR TO RIDGE FIRST STORY OF TWO STORY
357	TABLE R608.7(1B)—continued UNREDUCED LENGTH, UR, OF SOLID WALL REQUIRED IN EACH EXTERIOR ENDWALL FOR WIND PERPENDICULAR TO RIDGE FIRST STORY OF TWO STORY
358	TABLE R608.7(1C) UNREDUCED LENGTH, UR, OF SOLID WALL REQUIRED IN EACH EXTERIOR SIDEWALL FOR WIND PARALLEL TO RIDGE
359	TABLE R608.7(1C)—continued UNREDUCED LENGTH, UR, OF SOLID WALL REQUIRED IN EACH EXTERIOR SIDEWALL FOR WIND PARALLEL TO RIDGE
360	TABLE R608.7(2) REDUCTION FACTOR, R1, FOR BUILDINGS WITH MEAN ROOF HEIGHT LESS THAN 35 FEETa TABLE R608.7(3) REDUCTION FACTOR, R2, FOR FLOOR-TO-CEILING WALL HEIGHTS LESS THAN 10 FEET
361	TABLE R608.7(4) REDUCTION FACTOR FOR DESIGN STRENGTH, R3, FOR FLAT, WAFFLE- AND SCREEN-GRID WALLS
362	FIGURE R608.7(1) MINIMUM SOLID WALL LENGTH
363	FIGURE R608.7(2) VERTICAL REINFORCEMENT LAYOUT DETAIL
364	FIGURE R608.7(3) VERTICAL WALL REINFORCEMENT ADJACENT TO WALL OPENINGS
365	FIGURE R608.8(1) REINFORCEMENT OF OPENINGS
366	FIGURE R608.8(2) LINTEL FOR FLAT WALLS
367	FIGURE R608.8(3) LINTELS FOR WAFFLE-GRID WALLS
368	FIGURE R608.8(4) LINTELS FOR SCREEN-GRID WALLS
369	TABLE R608.8(1) LINTEL DESIGN LOADING CONDITIONS
370	TABLE R608.8(2) MAXIMUM ALLOWABLE CLEAR SPANS FOR 4-INCH-NOMINAL THICK FLAT LINTELS IN LOAD-BEARING WALLSa, b, c, d, e, f, m ROOF CLEAR SPAN 40 FEET AND FLOOR CLEAR SPAN 32 FEET
371	TABLE R608.8(2) —continued MAXIMUM ALLOWABLE CLEAR SPANS FOR 4-INCH-NOMINAL THICK FLAT LINTELS IN LOAD-BEARING WALLSa, b, c, d, e, f, m ROOF CLEAR SPAN 40 FEET AND FLOOR CLEAR SPAN 32 FEET
372	TABLE R608.8(3) MAXIMUM ALLOWABLE CLEAR SPANS FOR 6-INCH-NOMINAL THICK FLAT LINTELS IN LOAD-BEARING WALLSa, b, c, d, e, f, m ROOF CLEAR SPAN 40 FEET AND FLOOR CLEAR SPAN 32 FEET
373	TABLE R608.8(3)—continued MAXIMUM ALLOWABLE CLEAR SPANS FOR 6-INCH-NOMINAL THICK FLAT LINTELS IN LOAD-BEARING WALLSa, b, c, d, e, f, m ROOF CLEAR SPAN 40 FEET AND FLOOR CLEAR SPAN 32 FEET
374	TABLE R608.8(4) MAXIMUM ALLOWABLE CLEAR SPANS FOR 8-INCH-NOMINAL THICK FLAT LINTELS IN LOAD-BEARING WALLSa, b, c, d, e, f, m ROOF CLEAR SPAN 40 FEET AND FLOOR CLEAR SPAN 32 FEET
375	TABLE R608.8(4)—continued MAXIMUM ALLOWABLE CLEAR SPANS FOR 8-INCH-NOMINAL THICK FLAT LINTELS IN LOAD-BEARING WALLSa, b, c, d, e, f, m ROOF CLEAR SPAN 40 FEET AND FLOOR CLEAR SPAN 32 FEET
376	TABLE R608.8(5) MAXIMUM ALLOWABLE CLEAR SPANS FOR 10-INCH-NOMINAL THICK FLAT LINTELS IN LOAD-BEARING WALLSa, b, c, d, e, f, m ROOF CLEAR SPAN 40 FEET AND FLOOR CLEAR SPAN 32 FEET
377	TABLE R608.8(5)—continued MAXIMUM ALLOWABLE CLEAR SPANS FOR 10-INCH-NOMINAL THICK FLAT LINTELS IN LOAD-BEARING WALLSa, b, c, d, e, f, m ROOF CLEAR SPAN 40 FEET AND FLOOR CLEAR SPAN 32 FEET
378	TABLE R608.8(6) MAXIMUM ALLOWABLE CLEAR SPANS FOR 6-INCH-THICK WAFFLE-GRID LINTELS IN LOAD-BEARING WALLSa, b, c, d, e, f, o MAXIMUM ROOF CLEAR SPAN 40 FEET AND MAXIMUM FLOOR SPAN 32 FEET
379	TABLE R608.8(6) —continued MAXIMUM ALLOWABLE CLEAR SPANS FOR 6-INCH-THICK WAFFLE-GRID LINTELS IN LOAD-BEARING WALLSa, b, c, d, e, f, o MAXIMUM ROOF CLEAR SPAN 40 FEET AND MAXIMUM FLOOR SPAN 32 FEET
380	TABLE R608.8(7) MAXIMUM ALLOWABLE CLEAR SPANS FOR 8-INCH-THICK WAFFLE-GRID LINTELS IN LOAD-BEARING WALLSa, b, c, d, e, f, o MAXIMUM ROOF CLEAR SPAN 40 FEET AND MAXIMUM FLOOR CLEAR SPAN 32 FEET
381	TABLE R608.8(7)—continued MAXIMUM ALLOWABLE CLEAR SPANS FOR 8-INCH-THICK WAFFLE-GRID LINTELS IN LOAD-BEARING WALLSa, b, c, d, e, f, o MAXIMUM ROOF CLEAR SPAN 40 FEET AND MAXIMUM FLOOR CLEAR SPAN 32 FEET
382	TABLE R608.8(8) MAXIMUM ALLOWABLE CLEAR SPANS FOR 6-INCH-THICK SCREEN-GRID LINTELS IN LOAD-BEARING WALLSa, b, c, d, e, f, p ROOF CLEAR SPAN 40 FEET AND FLOOR CLEAR SPAN 32 FEET
383	TABLE R608.8(9) MAXIMUM ALLOWABLE CLEAR SPANS FOR FLAT LINTELS WITHOUT STIRRUPS IN NONLOAD-BEARING WALLS
384	TABLE R608.8(9)—continued MAXIMUM ALLOWABLE CLEAR SPANS FOR FLAT LINTELS WITHOUT STIRRUPS IN NONLOAD-BEARING WALLS TABLE R608.8(10) MAXIMUM ALLOWABLE CLEAR SPANS FOR WAFFLE-GRID AND SCREEN-GRID LINTELS WITHOUT STIRRUPS IN NONLOAD-BEARING WALLS
386	FIGURE R608.9(1) WOOD-FRAMED FLOOR TO SIDE OF CONCRETE WALL, FRAMING PERPENDICULAR
387	TABLE R608.9(1) WOOD-FRAMED FLOOR TO SIDE OF CONCRETE WALL, FRAMING PERPENDICULAR
388	FIGURE R608.9(2) WOOD-FRAMED FLOOR TO SIDE OF CONCRETE WALL, FRAMING PARALLEL
389	TABLE R608.9(2) WOOD-FRAMED FLOOR TO SIDE OF CONCRETE WALL, FRAMING PARALLEL
390	FIGURE R608.9(3) WOOD-FRAMED FLOOR TO TOP OF CONCRETE WALL FRAMING, PERPENDICULAR
391	TABLE R608.9(3) WOOD-FRAMED FLOOR TO TOP OF CONCRETE WALL, FRAMING PERPENDICULAR
392	FIGURE R608.9(4) WOOD-FRAMED FLOOR TO TOP OF CONCRETE WALL, FRAMING PARALLEL
393	TABLE R608.9(4) WOOD-FRAMED FLOOR TO TOP OF CONCRETE WALL, FRAMING PARALLEL
394	FIGURE R608.9(5) COLD-FORMED STEEL FLOOR TO SIDE OF CONCRETE WALL, FRAMING PERPENDICULAR
395	TABLE R608.9(5) COLD-FORMED STEEL-FRAMED FLOOR TO SIDE OF CONCRETE WALL, FRAMING PERPENDICULAR
396	FIGURE R608.9(6) COLD-FORMED STEEL FLOOR TO SIDE OF CONCRETE WALL, FRAMING PARALLEL
397	TABLE R608.9(6) COLD-FORMED STEEL-FRAMED FLOOR TO SIDE OF CONCRETE WALL, FRAMING PARALLEL
398	FIGURE R608.9(7) COLD-FORMED STEEL FLOOR TO TOP OF CONCRETE WALL, FRAMING PERPENDICULAR
399	TABLE R608.9(7) COLD-FORMED STEEL-FRAMED FLOOR TO TOP OF CONCRETE WALL, FRAMING PERPENDICULAR
400	FIGURE R608.9(8) COLD-FORMED STEEL FLOOR TO TOP OF CONCRETE WALL, FRAMING PARALLEL
401	TABLE R608.9(8) COLD-FORMED STEEL-FRAMED FLOOR TO TOP OF CONCRETE WALL, FRAMING PARALLEL
402	FIGURE R608.9(9) WOOD-FRAMED ROOF TO TOP OF CONCRETE WALL, FRAMING PERPENDICULAR
403	TABLE R608.9(9) WOOD-FRAMED ROOF TO TOP OF CONCRETE WALL, FRAMING PERPENDICULAR
404	FIGURE R608.9(10) WOOD-FRAMED ROOF TO TOP OF CONCRETE WALL, FRAMING PARALLEL
405	TABLE R608.9(10) WOOD-FRAMED ROOF TO TOP OF CONCRETE WALL, FRAMING PARALLEL
406	FIGURE R608.9(11) COLD-FORMED STEEL ROOF TO TOP OF CONCRETE WALL, FRAMING PERPENDICULAR
407	TABLE R608.9(11) WOOD-FRAMED ROOF TO TOP OF CONCRETE WALL, FRAMING PERPENDICULAR
408	FIGURE R608.9(12) COLD-FORMED STEEL ROOF TO TOP OF CONCRETE WALL, FRAMING PARALLEL
409	TABLE R608.9(12) COLD-FORMED STEEL ROOF TO TOP OF CONCRETE WALL, FRAMING PARALLEL
410	SECTION R609 EXTERIOR WINDOWS AND DOORS
411	FIGURE R609.7.2(1) THROUGH THE FRAME FIGURE R609.7.2(2) FRAME CLIP FIGURE R609.7.2(3) THROUGH THE FRAME FIGURE R609.7.2(4) FRAME CLIP
412	FIGURE R609.7.2(5) THROUGH THE FLANGE FIGURE R609.7.2(6) THROUGH THE FLANGE FIGURE R609.7.2(7) FRAME CLIP FIGURE R609.7.2(8) THROUGH THE FLANGE
413	SECTION R610 STRUCTURAL INSULATED PANEL WALL CONSTRUCTION
414	FIGURE R610.4 SIP WALL PANEL
415	TABLE R610.5(1) MINIMUM THICKNESS FOR SIP WALL SUPPORTING SIP OR LIGHT-FRAME ROOF ONLY (inches)a
416	TABLE R610.5(2) MINIMUM THICKNESS FOR SIP WALL SUPPORTING SIP OR LIGHT-FRAME ONE STORY AND ROOF ONLY (inches)a
417	FIGURE R610.5(1) MAXIMUM ALLOWABLE HEIGHT OF SIP WALLS FIGURE R610.5(2) MAXIMUM ALLOWABLE HEIGHT OF SIP WALLS
418	FIGURE R610.5(3) TRUSSED ROOF TO TOP PLATE CONNECTION FIGURE R610.5(4) SIP WALL-TO-WALL PLATFORM FRAME CONNECTION
419	FIGURE R610.5(5) SIP WALL-TO-WALL HANGING FLOOR FRAME CONNECTION FIGURE R610.5.1 SIP WALL FRAMING CONFIGURATION
420	FIGURE R610.5.2 SIP WALL TO CONCRETE SLAB FOR FOUNDATION WALL ATTACHMENT FIGURE R610.5.4 SIP CORNER FRAMING DETAIL
421	FIGURE R610.8 TYPICAL SIP WALL PANEL-TO-PANEL CONNECTION DETAILS TABLE R610.8 MAXIMUM SPANS FOR 11 7/8-INCH OR DEEPER SIP HEADERS (feet)
422	CHAPTER 7 WALL COVERING SECTION R701 GENERAL SECTION R702 INTERIOR COVERING TABLE R702.1(1) THICKNESS OF PLASTER
423	TABLE R702.1(2) GYPSUM PLASTER PROPORTIONS TABLE R702.1(3) CEMENT PLASTER PROPORTIONS, PARTS BY VOLUME
425	TABLE R702.3.5 MINIMUM THICKNESS AND APPLICATION OF GYPSUM BOARD AND GYPSUM PANEL PRODUCTS
426	TABLE R702.3.6 SHEAR CAPACITY FOR HORIZONTAL WOOD-FRAMED GYPSUM BOARD DIAPHRAGM CEILING ASSEMBLIES TABLE R702.4.2 BACKER BOARD MATERIALS TABLE R702.7.1 CLASS III VAPOR RETARDERS
427	SECTION R703 EXTERIOR COVERING
428	TABLE R703.3(1) SIDING MINIMUM ATTACHMENT AND MINIMUM THICKNESS
429	TABLE R703.3(1)—continued SIDING MINIMUM ATTACHMENT AND MINIMUM THICKNESS
430	TABLE R703.3(2) SCREW FASTENER SUBSTITUTION FOR SIDING ATTACHMENT TO COLD-FORMED STEEL LIGHT FRAME CONSTRUCTION TABLE R703.3.2 LIMITS FOR ATTACHMENT PER TABLE R703.3(1) TABLE R703.3.3 OPTIONAL SIDING ATTACHMENT SCHEDULE FOR FASTENERS WHERE NO STUD PENETRATION NECESSARY
432	TABLE R703.6.1 MAXIMUM WEATHER EXPOSURE FOR WOOD SHAKES AND SHINGLES ON EXTERIOR WALLS (Dimensions are in inches)
433	TABLE R703.6.3(1) SINGLE-COURSE SIDEWALL FASTENERS TABLE R703.6.3(2) DOUBLE-COURSE SIDEWALL FASTENERS
434	FIGURE R703.8 TYPICAL MASONRY VENEER WALL DETAILSe
435	FIGURE R703.8—continued TYPICAL MASONRY VENEER WALL DETAILSe
436	TABLE R703.8(1) STONE OR MASONRY VENEER LIMITATIONS AND REQUIREMENTS, WOOD OR STEEL FRAMING, SEISMIC DESIGN CATEGORIES A, B AND TABLE R703.8(2) STONE OR MASONRY VENEER LIMITATIONS AND REQUIREMENTS, ONE- AND TWO-FAMILY DETACHED DWELLINGS, SEISMIC DESIGN CATEGORIES D0, D1 AND D2
437	FIGURE R703.8.2.1 EXTERIOR MASONRY VENEER SUPPORT BY STEEL ANGLES
438	TABLE R703.8.3.2 HEIGHT OF MASONRY VENEER ABOVE OPENING FIGURE R703.8.3.2 MASONRY VENEER OPENING FIGURE R703.8.2.2 EXTERIOR MASONRY VENEER SUPPORT BY ROOF MEMBERS
439	TABLE R703.8.3.1 ALLOWABLE SPANS FOR LINTELS SUPPORTING MASONRY VENEER TABLE R703.8.4(1) TIE ATTACHMENT AND AIRSPACE REQUIREMENTS
440	TABLE R703.8.4(2) REQUIRED BRICK TIE SPACING FOR DIRECT APPLICATION TO WOOD STRUCTURAL PANEL SHEATHINGa
442	TABLE R703.11.2 ADJUSTED MINIMUM DESIGN WIND PRESSURE REQUIREMENT FOR VINYL SIDING
444	TABLE R703.15.1 CLADDING MINIMUM FASTENING REQUIREMENTS FOR DIRECT ATTACHMENT OVER FOAM PLASTIC SHEATHING TO SUPPORT CLADDING WEIGHT TABLE R703.15.2 FURRING MINIMUM FASTENING REQUIREMENTS FOR APPLICATION OVER FOAM PLASTIC SHEATHING TO SUPPORT CLADDING WEIGHT
445	TABLE R703.16.1 CLADDING MINIMUM FASTENING REQUIREMENTS FOR DIRECT ATTACHMENT OVER FOAM PLASTIC SHEATHING TO SUPPORT CLADDING WEIGHT TABLE R703.16.2 FURRING MINIMUM FASTENING REQUIREMENTS FOR APPLICATION OVER FOAM PLASTIC SHEATHING TO SUPPORT CLADDING WEIGHT
446	CHAPTER 8 ROOF-CEILING CONSTRUCTION SECTION R801 GENERAL SECTION R802 WOOD ROOF FRAMING
448	TABLE R802.4.1(1) RAFTER SPANS FOR COMMON LUMBER SPECIES (Roof live load = 20 psf, ceiling not attached to rafters, L/Δ = 180)
449	TABLE R802.4.1(1)—continued RAFTER SPANS FOR COMMON LUMBER SPECIES (Roof live load = 20 psf, ceiling not attached to rafters, L/Δ = 180)
450	TABLE R802.4.1(2) RAFTER SPANS FOR COMMON LUMBER SPECIES (Roof live load = 20 psf, ceiling attached to rafters, L/Δ = 240)
451	TABLE R802.4.1(2)—continued RAFTER SPANS FOR COMMON LUMBER SPECIES (Roof live load = 20 psf, ceiling attached to rafters, L/Δ = 240)
452	TABLE R802.4.1(3) RAFTER SPANS FOR COMMON LUMBER SPECIES (Ground snow load = 30 psf, ceiling not attached to rafters, L/Δ = 180)
453	TABLE R802.4.1(3)—continued RAFTER SPANS FOR COMMON LUMBER SPECIES (Ground snow load = 30 psf, ceiling not attached to rafters, L/Δ = 180)
454	TABLE R802.4.1(4) RAFTER SPANS FOR COMMON LUMBER SPECIES (Ground snow load = 30 psf, ceiling attached to rafters, L/Δ = 240)
455	TABLE R802.4.1(4)—continued RAFTER SPANS FOR COMMON LUMBER SPECIES (Ground snow load = 30 psf, ceiling attached to rafters, L/Δ = 240)
456	TABLE R802.4.1(5) RAFTER SPANS FOR COMMON LUMBER SPECIES (Ground snow load = 50 psf, ceiling not attached to rafters, L/Δ = 180)
457	TABLE R802.4.1(5)—continued RAFTER SPANS FOR COMMON LUMBER SPECIES (Ground snow load = 50 psf, ceiling not attached to rafters, L/Δ = 180)
458	TABLE R802.4.1(6) RAFTER SPANS FOR COMMON LUMBER SPECIES (Ground snow load = 50 psf, ceiling attached to rafters, L/Δ = 240)
459	TABLE R802.4.1(6)—continued RAFTER SPANS FOR COMMON LUMBER SPECIES (Ground snow load = 50 psf, ceiling attached to rafters, L/Δ = 240)
460	TABLE R802.4.1(7) RAFTER SPANS FOR COMMON LUMBER SPECIES (Ground snow load = 70 psf, ceiling not attached to rafters, L/Δ = 180)
461	TABLE R802.4.1(7)—continued RAFTER SPANS FOR COMMON LUMBER SPECIES (Ground snow load = 70 psf, ceiling not attached to rafters, L/Δ = 180)
462	TABLE R802.4.1(8) RAFTER SPANS FOR COMMON LUMBER SPECIES (Ground snow load = 70 psf, ceiling attached to rafters, L/Δ = 240)
463	TABLE R802.4.1(8)—continued RAFTER SPANS FOR COMMON LUMBER SPECIES (Ground snow load = 70 psf, ceiling attached to rafters, L/Δ = 240)
464	FIGURE R802.4.5 BRACED RAFTER CONSTRUCTION
465	TABLE R802.5.1(1) CEILING JOIST SPANS FOR COMMON LUMBER SPECIES (Uninhabitable attics without storage, live load = 10 psf, L/Δ = 240)
466	TABLE R802.5.1(1)—continued CEILING JOIST SPANS FOR COMMON LUMBER SPECIES (Uninhabitable attics without storage, live load = 10 psf, L/Δ = 240)
467	TABLE R802.5.1(2) CEILING JOIST SPANS FOR COMMON LUMBER SPECIES(Uninhabitable attics with limited storage, live load = 20 psf, L/Δ = 240)
468	TABLE R802.5.1(2)—continued CEILING JOIST SPANS FOR COMMON LUMBER SPECIES (Uninhabitable attics with limited storage, live load = 20 psf, L/Δ = 240)
469	TABLE R802.5.2 RAFTER/CEILING JOIST HEEL JOINT CONNECTIONS
470	FIGURE R802.7.1.1 RAFTER NOTCH
471	FIGURE R802.7.1.2 CEILING JOIST TAPER CUT
472	SECTION R803 ROOF SHEATHING TABLE R803.1 MINIMUM THICKNESS OF LUMBER ROOF SHEATHING
473	TABLE R802.11 RAFTER OR TRUSS UPLIFT CONNECTION FORCES FROM WIND (ASD) (POUNDS PER CONNECTION)
474	TABLE R802.11—continued RAFTER OR TRUSS UPLIFT CONNECTION FORCES FROM WIND (ASD) (POUNDS PER CONNECTION
475	SECTION R804 COLD-FORMED STEEL ROOF FRAMING FIGURE R804.1.2 IN-LINE FRAMING
476	TABLE R804.2.3 LOAD-BEARING COLD-FORMED STEEL ROOF FRAMING MEMBER SIZES AND THICKNESSES FIGURE R804.2.3(1) C-SHAPED SECTION FIGURE R804.2.3(2) TRACK SECTION
477	FIGURE R804.2.6.1 ROOF FRAMING MEMBER WEB HOLES
478	FIGURE R804.2.6.3 ROOF FRAMING MEMBER WEB HOLE PATCH
479	FIGURE R804.3 COLD-FORMED STEEL ROOF CONSTRUCTION TABLE R804.3 ROOF FRAMING FASTENING SCHEDULE
480	TABLE R804.3.1.1(1) CEILING JOIST SPANS 10 PSF LIVE LOAD (NO ATTIC STORAGE)
481	TABLE R804.3.1.1(2) CEILING JOIST SPANS 20 PSF LIVE LOAD (LIMITED ATTIC STORAGE)a, TABLE R804.3.1.1(3) NUMBER OF SCREWS REQUIRED FOR CEILING JOIST TO ROOF RAFTER CONNECTIONa
482	FIGURE R804.3.1.1 JOIST TO RAFTER CONNECTION FIGURE R804.3.1.3(1) CEILING JOIST TOP FLANGE BRACING WITH C-SHAPED, TRACK OR COLD-ROLLED CHANNEL
483	FIGURE R804.3.1.3(2) CEILING JOIST TOP FLANGE BRACING WITH CONTINUOUS STEEL STRAP AND BLOCKING FIGURE R804.3.1.4 SPLICED CEILING JOISTS
484	FIGURE R804.3.2.1.2 GABLE ENDWALL OVERHANG DETAILS
485	TABLE R804.3.2.1(1) ROOF RAFTER SPANS TABLE R804.3.2.1(2) ULTIMATE DESIGN WIND SPEED TO EQUIVALENT SNOW LOAD CONVERSION
486	FIGURE R804.3.2.4 RIDGE MEMBER CONNECTION R804.3.2.4 SCREWS REQUIRED AT EACH LEG OF CLIP ANGLE FOR ROOF RAFTER TO RIDGE MEMBER CONNECTIONaFor SI:
487	FIGURE R804.3.5(1) ROOF OR CEILING OPENING
488	FIGURE R804.3.5(2) HEADER TO TRIMMER CONNECTION TABLE R804.3.7.1 REQUIRED LENGTHS FOR CEILING DIAPHRAGMS AT GABLE ENDWALLS GYPSUM BOARD SHEATHED, CEILING HEIGHT = 8 FEET
489	FIGURE R804.3.7.1(1) CEILING DIAPHRAGM TO GABLE ENDWALL DETAILROOF SHEATHINGROOF BLOCKINGNO. 8 SCREWS AT 6 IN. O.C.STRUCTURAL WALL FIGURE R804.3.7.1(2) CEILING DIAPHRAGM TO SIDEWALL DETAIL
490	FIGURE R804.3.7.2 ROOF BLOCKING DETAIL SECTION R805 CEILING FINISHES SECTION R806 ROOF VENTILATION
492	TABLE R806.5 INSULATION FOR CONDENSATION CONTROL SECTION R807 ATTIC ACCESS
494	CHAPTER 9 ROOF ASSEMBLIES SECTION R901 GENERAL SECTION R902 FIRE CLASSIFICATION SECTION R903 WEATHER PROTECTION
495	SECTION R904 MATERIALS SECTION R905 REQUIREMENTS FOR ROOF COVERINGS
496	TABLE R905.1.1(1) UNDERLAYMENT TYPES TABLE R905.1.1(2) UNDERLAYMENT APPLICATION
497	TABLE R905.1.1(2)—continued UNDERLAYMENT APPLICATION
498	TABLE R905.1.1(3) UNDERLAYMENT ATTACHMENT
499	TABLE R905.2.4.1 CLASSIFICATION OF ASPHALT ROOF SHINGLES
500	TABLE R905.2.8.2 VALLEY LINING MATERIAL
501	TABLE R905.3.7 CLAY AND CONCRETE TILE ATTACHMENT
502	TABLE R905.6.5 SLATE SHINGLE HEADLAP TABLE R905.7.4 WOOD SHINGLE MATERIAL REQUIREMENTS TABLE R905.6.5 SLATE SHINGLE HEADLAP
503	TABLE R905.7.5(1) WOOD SHINGLE WEATHER EXPOSURE AND ROOF SLOPE TABLE R905.7.5(2) NAIL REQUIREMENTS FOR WOOD SHAKES AND WOOD SHINGLES TABLE R905.8.5 WOOD SHAKE MATERIAL REQUIREMENTS
504	TABLE R905.8.6 WOOD SHAKE WEATHER EXPOSURE AND ROOF SLOPE
505	TABLE R905.9.2 BUILT-UP ROOFING MATERIAL STANDARDS TABLE R905.10.3(1) METAL ROOF
506	TABLE R905.10.3(2) MINIMUM CORROSION RESISTANCE TABLE R905.11.2 MODIFIED BITUMEN ROOFING MATERIAL STANDARDS TABLE R905.14.3 PROTECTIVE COATING MATERIAL STANDARDS
507	SECTION R906 ROOF INSULATION TABLE R906.2 MATERIAL STANDARDS FOR ROOF INSULATION SECTION R907 ROOFTOP-MOUNTED PHOTOVOLTAIC PANEL SYSTEMS
508	SECTION R908 REROOFING
510	CHAPTER 10 CHIMNEYS AND FIREPLACES SECTION R1001 MASONRY FIREPLACES
511	TABLE R1001.1 SUMMARY OF REQUIREMENTS FOR MASONRY FIREPLACES AND CHIMNEYS
512	FIGURE R1001.1 FIREPLACE AND CHIMNEY DETAILS
513	FIGURE R1001.11 CLEARANCE FROM COMBUSTIBLES
514	SECTION R1002 MASONRY HEATERS SECTION R1003 MASONRY CHIMNEYS
516	TABLE R1003.14(1) NET CROSS-SECTIONAL AREA OF ROUND FLUE SIZES TABLE R1003.14(2) NET CROSS-SECTIONAL AREA OF SQUARE AND RECTANGULAR FLUE SIZES
517	FIGURE R1003.15.2 FLUE SIZES FOR MASONRY CHIMNEYS
518	FIGURE R1003.18 CLEARANCE FROM COMBUSTIBLES TABLE R1003.20 CRICKET DIMENSIONS SECTION R1004 FACTORY-BUILT FIREPLACES
519	FIGURE R1003.20 CHIMNEY CRICKET SECTION R1005 FACTORY-BUILT CHIMNEYS
520	SECTION R1006 EXTERIOR AIR SUPPLY
522	CHAPTER 11 [RE] ENERGY EFFICIENCY
524	CHAPTER 12 MECHANICAL ADMINISTRATION
526	CHAPTER 25 PLUMBING ADMINISTRATION
528	SECTION 2904 DWELLING UNIT FIRE SPRINKLER SYSTEMS TABLE P2904.2.2 LOCATIONS WHERE INTERMEDIATE TEMPERATURE SPRINKLERS ARE REQUIRED
529	FIGURE P2904.2.4.2 MINIMUM ALLOWABLE DISTANCE BETWEEN SPRINKLER AND OBSTRUCTION
531	EQUATION 29-1
532	TABLE P2904.6.2(1) WATER SERVICE PRESSURE LOSS (PLsvc)a, b
533	TABLE P2904.6.2(2) MINIMUM WATER METER PRESSURE LOSS (PLm)a TABLE P2904.6.2(3) ELEVATION LOSS (PLe)
534	TABLE P2904.6.2(4) ALLOWABLE PIPE LENGTH FOR 3/4-INCH TYPE M COPPER WATER TUBING
535	TABLE P2904.6.2(5) ALLOWABLE PIPE LENGTH FOR 1-INCH TYPE M COPPER WATER TUBING
536	TABLE P2904.6.2(6) ALLOWABLE PIPE LENGTH FOR 3/4-INCH CPVC PIPE
537	TABLE P2904.6.2(7) ALLOWABLE PIPE LENGTH FOR 1-INCH CPVC PIPE
538	TABLE P2904.6.2(8) ALLOWABLE PIPE LENGTH FOR 3/4-INCH PEX AND PE-RT TUBING
539	TABLE P2904.6.2(9) ALLOWABLE PIPE LENGTH FOR 1-INCH PEX AND PE-RT TUBING
540	CHAPTER 34 GENERAL REQUIREMENTS
542	CHAPTER 44 REFERENCED STANDARDS AAMA ACCA ACI
543	AISI AMCA ANCE ANSI
545	APA
546	APSP ASCE/SEI ASHRAE ASME
548	ASSE
550	ASTM
564	AWC AWPA AWS AWWA
565	CEN CISPI CPA
566	CPSC CSA
568	CSSB
569	DASMA DOC DOTn FEMA FM
570	GA HPVA HVI IAPMO ICC
571	IEEE ISO MSS
572	NAIMA NFPA
573	NFRC NGWA NSF
574	PCA SBCA SMACNA TMS
575	TPI UL
577	ULC
578	US-FTC WDMA WMA
580	APPENDICES A THROUGH J DELETED
582	APPENDIX K SOUND TRANSMISSION SECTION AK101 GENERAL SECTION AK102 AIRBORNE SOUND SECTION AK103 STRUCTURAL-BORNE SOUND SECTION AK104 REFERENCED STANDARDS
584	APPENDICES L THROUGH P DELETED
586	APPENDIX Q TINY HOUSES SECTION AQ101 GENERAL SECTION AQ102 DEFINITIONS SECTION AQ103 CEILING HEIGHT SECTION AQ104 LOFTS
587	SECTION AQ105 EMERGENCY ESCAPE AND RESCUE OPENINGS
588	APPENDICES R THROUGH T DELETED
590	INDEX
608	HELPFUL TOOLS FOR YOUR RESIDENTIAL CODE
609	ICC EVALUATION SERVICE
610	ICC ASSESSMENT CENTER
611	ICC’S DIGITAL CODES LIBRARY

MN EnergyCode 1stptg 2020.pdf

Sat, 19 Oct 2024 13:26:43 +0000

2020 City of Los Angeles amendment pages for integration with the 2019 California Building Code

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PDF Pages	PDF Title
1	2020 MINNESOTA ENERGY CODE WITH ANSI/ASHRAE/IES STANDARD 90.1-2016
2	2020 MINNESOTA ENERGY CODE WITH ANSI/ASHRAE/IES STANDARD 90.1-2016 TITLE PAGE
3	COPYRIGHT
4	MINNESOTA DEPARTMENT OF LABOR AND INDUSTRY
5	IMPORTANT DISCLAIMER
6	PREFACE
10	EFFECTIVE USE OF THE INTERNATIONAL ENERGY CONSERVATION CODE
14	TABLE OF CONTENTS
16	2020 MINNESOTA BUILDING CODE ADMINISTRATION 1300.0010 ADMINISTRATION 1300.0020 TITLE 1300.0030 PURPOSE AND APPLICATION 1300.0040 SCOPE
17	1300.0050 CHAPTERS OF MINNESOTA STATE BUILDING CODE 1300.0060 OPTIONAL ADMINISTRATION 1300.0070 DEFINITIONS
18	1300.0080 CODE ADOPTION AND AMENDMENTS 1300.0090 DEPARTMENT OF BUILDING SAFETY 1300.0110 DUTIES AND POWERS OF BUILDING OFFICIAL
20	1300.0120 PERMITS
22	1300.0130 CONSTRUCTION DOCUMENTS
23	1300.0140 VIOLATIONS 1300.0150 VIOLATIONS, PENALTY 1300.0160 FEES
24	1300.0170 STOP WORK ORDER 1300.0180 UNSAFE BUILDINGS OR STRUCTURES
25	1300.0190 TEMPORARY STRUCTURES AND USES 1300.0210 INSPECTIONS
26	1300.0215 PLUMBING
27	1300.0220 CERTIFICATE OF OCCUPANCY 1300.0225 MAINTENANCE 1300.0230 BOARD OF APPEALS
28	1300.0240 DISCLAIMER CLAUSE 1300.0250 SEVERABILITY
30	2015 MINNESOTA RESIDENTIAL ENERGY CODE 1322.0010 ADOPTION OF INTERNATIONAL ENERGY CONSERVATION CODE (IECC) BY REFERENCE 1322.0015 ADMINISTRATION AND PURPOSE 1322.0030 REFERENCES TO OTHER INTERNATIONAL CODE COUNCIL (ICC) CODES 1322.0040 ADMINISTRATIVE PROCEDURE CRITERIA 1322.0100 ADMINISTRATION FOR RESIDENTIAL ENERGY
31	1322.0103 CONSTRUCTION DOCUMENTS
32	CHAPTER 1 [RE] SCOPE AND ADMINISTRATION CHAPTER 2 [RE] DEFINITIONS SECTION R201 GENERAL SECTION R202 GENERAL DEFINITIONS
34	CHAPTER 3 [RE] GENERAL REQUIREMENTS SECTION R301 CLIMATE ZONES
35	FIGURE R301.1 CLIMATE ZONES
36	TABLE R301.1 CLIMATE ZONES, MOISTURE REGIMES, AND WARM-HUMID DESIGNATIONS BY STATE, COUNTY AND TERRITORY
37	TABLE R301.1—continued CLIMATE ZONES, MOISTURE REGIMES, AND WARM-HUMID DESIGNATIONS BY STATE, COUNTY AND TERRITORY
38	TABLE R301.1—continued CLIMATE ZONES, MOISTURE REGIMES, AND WARM-HUMID DESIGNATIONS BY STATE, COUNTY AND TERRITORY
39	TABLE R301.1—continued CLIMATE ZONES, MOISTURE REGIMES, AND WARM-HUMID DESIGNATIONS BY STATE, COUNTY AND TERRITORY
40	TABLE R301.1—continued CLIMATE ZONES, MOISTURE REGIMES, AND WARM-HUMID DESIGNATIONS BY STATE, COUNTY AND TERRITORY
41	TABLE R301.1—continued CLIMATE ZONES, MOISTURE REGIMES, AND WARM-HUMID DESIGNATIONS BY STATE, COUNTY AND TERRITORY
42	TABLE R301.1—continued CLIMATE ZONES, MOISTURE REGIMES, AND WARM-HUMID DESIGNATIONS BY STATE, COUNTY AND TERRITORY
43	TABLE R301.1—continued CLIMATE ZONES, MOISTURE REGIMES, AND WARM-HUMID DESIGNATIONS BY STATE, COUNTY AND TERRITORY
44	TABLE R301.1—continued CLIMATE ZONES, MOISTURE REGIMES, AND WARM-HUMID DESIGNATIONS BY STATE, COUNTY AND TERRITORY
45	TABLE R301.1—continued CLIMATE ZONES, MOISTURE REGIMES, AND WARM-HUMID DESIGNATIONS BY STATE, COUNTY AND TERRITORY
46	TABLE R301.1—continued CLIMATE ZONES, MOISTURE REGIMES, AND WARM-HUMID DESIGNATIONS BY STATE, COUNTY AND TERRITORY
47	TABLE R301.1—continued CLIMATE ZONES, MOISTURE REGIMES, AND WARM-HUMID DESIGNATIONS BY STATE, COUNTY AND TERRITORY
48	TABLE R301.1—continued CLIMATE ZONES, MOISTURE REGIMES, AND WARM-HUMID DESIGNATIONS BY STATE, COUNTY AND TERRITORY TABLE R301.3(1) INTERNATIONAL CLIMATE ZONE DEFINITIONS TABLE R301.3(2) INTERNATIONAL CLIMATE ZONE DEFINITIONS
49	SECTION R302 DESIGN CONDITIONS SECTION R303 MATERIALS, SYSTEMS AND EQUIPMENT TABLE R303.1.3(1) DEFAULT GLAZED FENESTRATION U-FACTOR TABLE R303.1.3(2) DEFAULT DOOR U-FACTORS TABLE R303.1.3(3) DEFAULT GLAZED FENESTRATION SHGC AND VT
50	CHAPTER 4 [RE] RESIDENTIAL ENERGY EFFICIENCY SECTION R401 GENERAL SECTION R402 BUILDING THERMAL ENVELOPE TABLE R402.1.1 INSULATION AND FENESTRATION REQUIREMENTS BY COMPONENTa
53	TABLE R402.1.3 EQUIVALENT U-FACTORSa
54	TABLE R402.2.6 STEEL-FRAME CEILING, WALL AND FLOOR INSULATION (R-VALUE)
55	SECTION R403 SYSTEMS
56	TABLE R402.4.1.1 AIR BARRIER AND INSULATION INSTALLATION
57	TABLE R403.2.1 MINIMUM REQUIRED DUCT AND PLENUM INSULATION FOR DWELLING UNITS TABLE R403.4.2 MAXIMUM RUN LENGTH (feet)a
58	TABLE R403.5.1 MECHANICAL VENTILATION SYSTEM FAN EFFICACY TABLE R403.5.2 NUMBER OF BEDROOMS
60	TABLE R403.5.17 CLIMATIC DATA DESIGN CONDITIONS
61	SECTION R404 ELECTRICAL POWER AND LIGHTING SYSTEMS (MANDATORY) SECTION R405 SIMULATED PERFORMANCE ALTERNATIVE (PERFORMANCE)
63	TABLE R405.5.2(1) SPECIFICATIONS FOR THE STANDARD REFERENCE AND PROPOSED DESIGNS
64	TABLE R405.5.2(1)—continued SPECIFICATIONS FOR THE STANDARD REFERENCE AND PROPOSED DESIGNS
65	TABLE R405.5.2(1)—continued SPECIFICATIONS FOR THE STANDARD REFERENCE AND PROPOSED DESIGNS TABLE R405.5.2(2) DEFAULT DISTRIBUTION SYSTEM EFFICIENCIES FOR PROPOSED DESIGNSa
66	CHAPTER 5 [RE] REFERENCED STANDARDS AAMA ACCA ASHRAE ASTM CSA
67	HVI ICC NFRC US-FTC WDMA
68	INDEX
74	2020 MINNESOTA COMMERCIAL ENERGY CODE 1323.0001 TITLE 1323.0010 INCORPORATION BY REFERENCE OF THE INTERNATIONAL ENERGY CONSERVATION CODE—COMMERCIAL ENERGY PROVISIONS 1323.0020 REFERENCES TO OTHER INTERNATIONAL CODE COUNCIL (ICC) CODES
75	1323.0030 ADMINISTRATIVE PROCEDURE CRITERIA 1323.0100 ADMINISTRATION FOR COMMERCIAL ENERGY CODE
78	CHAPTER 1 [CE] SCOPE AND ADMINISTRATION
80	CHAPTER 2 [CE] DEFINITIONS SECTION C201 GENERAL SECTION C202 GENERAL DEFINITIONS
86	CHAPTER 3 [CE] GENERAL REQUIREMENTS SECTION C301 CLIMATE ZONES
87	FIGURE C301.1 CLIMATE ZONES
88	TABLE C301.1 CLIMATE ZONES, MOISTURE REGIMES, AND WARM-HUMID DESIGNATIONS BY STATE, COUNTY AND TERRITORY
89	TABLE C301.1—continued CLIMATE ZONES, MOISTURE REGIMES, AND WARM-HUMID DESIGNATIONS BY STATE, COUNTY AND TERRITORY
90	TABLE C301.1—continued CLIMATE ZONES, MOISTURE REGIMES, AND WARM-HUMID DESIGNATIONS BY STATE, COUNTY AND TERRITORY
91	TABLE C301.1—continued CLIMATE ZONES, MOISTURE REGIMES, AND WARM-HUMID DESIGNATIONS BY STATE, COUNTY AND TERRITORY
92	TABLE C301.1—continued CLIMATE ZONES, MOISTURE REGIMES, AND WARM-HUMID DESIGNATIONS BY STATE, COUNTY AND TERRITORY
93	TABLE C301.1—continued CLIMATE ZONES, MOISTURE REGIMES, AND WARM-HUMID DESIGNATIONS BY STATE, COUNTY AND TERRITORY
94	TABLE C301.1—continued CLIMATE ZONES, MOISTURE REGIMES, AND WARM-HUMID DESIGNATIONS BY STATE, COUNTY AND TERRITORY
95	TABLE C301.1—continued CLIMATE ZONES, MOISTURE REGIMES, AND WARM-HUMID DESIGNATIONS BY STATE, COUNTY AND TERRITORY
96	TABLE C301.1—continued CLIMATE ZONES, MOISTURE REGIMES, AND WARM-HUMID DESIGNATIONS BY STATE, COUNTY AND TERRITORY
97	TABLE C301.1—continued CLIMATE ZONES, MOISTURE REGIMES, AND WARM-HUMID DESIGNATIONS BY STATE, COUNTY AND TERRITORY
98	TABLE C301.1—continued CLIMATE ZONES, MOISTURE REGIMES, AND WARM-HUMID DESIGNATIONS BY STATE, COUNTY AND TERRITORY
99	TABLE C301.1—continued CLIMATE ZONES, MOISTURE REGIMES, AND WARM-HUMID DESIGNATIONS BY STATE, COUNTY AND TERRITORY
100	TABLE C301.1—continued CLIMATE ZONES, MOISTURE REGIMES, AND WARM-HUMID DESIGNATIONS BY STATE, COUNTY AND TERRITORY TABLE C301.3(1) INTERNATIONAL CLIMATE ZONE DEFINITIONS
101	TABLE C301.3(2) INTERNATIONAL CLIMATE ZONE DEFINITIONS SECTION C302 DESIGN CONDITIONS SECTION C303 MATERIALS, SYSTEMS AND EQUIPMENT
102	TABLE C303.1.3(1) DEFAULT GLAZED WINDOW, GLASS DOOR AND SKYLIGHT U-FACTORS TABLE C303.1.3(2) DEFAULT OPAQUE DOOR U-FACTORS TABLE C303.1.3(3) DEFAULT GLAZED FENESTRATION SHGC AND VT
104	CHAPTER 4 [CE] COMMERCIAL ENERGY EFFICIENCY SECTION C401 GENERAL SECTION C402 BUILDING ENVELOPE REQUIREMENTS
105	EQUATION 4-1 EQUATION 4-2 TABLE C402.1.4.1 EFFECTIVE R-VALUES FOR STEEL STUD WALL ASSEMBLIES
106	TABLE C402.1.3 OPAQUE THERMAL ENVELOPE INSULATION COMPONENT MINIMUM REQUIREMENTS, R-VALUE METHOD
107	TABLE C402.1.4 OPAQUE THERMAL ENVELOPE ASSEMBLY MAXIMUM REQUIREMENTS, U-FACTOR METHODa
110	EQUATION 4-3 TABLE C402.3 MINIMUM ROOF REFLECTANCE AND EMITTANCE OPTIONSa TABLE C402.4 BUILDING ENVELOPE FENESTRATION MAXIMUM U-FACTOR AND SHGC REQUIREMENTS
111	EQUATION 4-4 EQUATION 4-5
113	TABLE C402.5.2 MAXIMUM AIR LEAKAGE RATE FOR FENESTRATION ASSEMBLIES
114	SECTION C403 BUILDING MECHANICAL SYSTEMS TABLE C403.1.1 CLIMATIC DATA DESIGN CONDITIONS
115	EQUATION 4-6 EQUATION 4-7
116	TABLE C403.3.2(1) MINIMUM EFFICIENCY REQUIREMENTS: ELECTRICALLY OPERATED UNITARY AIR CONDITIONERS AND CONDENSING UNITS
117	TABLE C403.3.2(1)—continued MINIMUM EFFICIENCY REQUIREMENTS: ELECTRICALLY OPERATED UNITARY AIR CONDITIONERS AND CONDENSING UNITS
118	TABLE C403.3.2(2) MINIMUM EFFICIENCY REQUIREMENTS: ELECTRICALLY OPERATED UNITARY AND APPLIED HEAT PUMPS
119	TABLE C403.3.2(2)—continued MINIMUM EFFICIENCY REQUIREMENTS: ELECTRICALLY OPERATED UNITARY AND APPLIED HEAT PUMPS
120	TABLE C403.3.2(3) MINIMUM EFFICIENCY REQUIREMENTS: ELECTRICALLY OPERATED PACKAGED TERMINAL AIR CONDITIONERS, PACKAGED TERMINAL HEAT PUMPS, SINGLE-PACKAGE VERTICAL AIR CONDITIONERS, SINGLE VERTICAL HEAT PUMPS, ROOM AIR CONDITIONERS AND ROOM AIR-CONDITIONER HEAT PUMPS
121	TABLE C403.3.2(3)—continued MINIMUM EFFICIENCY REQUIREMENTS: ELECTRICALLY OPERATED PACKAGED TERMINAL AIR CONDITIONERS, PACKAGED TERMINAL HEAT PUMPS, SINGLE-PACKAGE VERTICAL AIR CONDITIONERS, SINGLE VERTICAL HEAT PUMPS, ROOM AIR CONDITIONERS AND ROOM AIR-CONDITIONER HEAT PUMPS TABLE C403.3.2(4) WARM-AIR FURNACES AND COMBINATION WARM-AIR FURNACES/AIR-CONDITIONING UNITS, WARM-AIR DUCT FURNACES AND UNIT HEATERS, MINIMUM EFFICIENCY REQUIREMENTS
122	TABLE C403.3.2(5) MINIMUM EFFICIENCY REQUIREMENTS: GAS- AND OIL-FIRED BOILERS TABLE C403.3.2(6) MINIMUM EFFICIENCY REQUIREMENTS: CONDENSING UNITS, ELECTRICALLY OPERATED
123	TABLE C403.3.2(7) WATER CHILLING PACKAGES – EFFICIENCY REQUIREMENTS
124	TABLE C403.3.2(8) MINIMUM EFFICIENCY REQUIREMENTS: HEAT REJECTION EQUIPMENT
125	TABLE C403.3.2(9) MINIMUM EFFICIENCY AIR CONDITIONERS AND CONDENSING UNITS SERVING COMPUTER ROOMS TABLE C403.3.2(10) HEAT TRANSFER EQUIPMENT TABLE C403.3.3 MAXIMUM HOT GAS BYPASS CAPACITY TABLE C403.3.4 BOILER TURNDOWN
127	TABLE C403.4.4 VARIABLE SPEED DRIVE (VSD) REQUIREMENTS FOR DEMAND-CONTROLLED PUMPS
128	TABLE C403.5(1) MINIMUM CHILLED-WATER SYSTEM COOLING CAPACITY FOR DETERMINING ECONOMIZER COOLING REQUIREMENTS
129	TABLE C403.5(2) EQUIPMENT EFFICIENCY PERFORMANCE EXCEPTION FOR ECONOMIZERS TABLE C403.5.1 DX COOLING STAGE REQUIREMENTS FOR MODULATING AIRFLOW UNITS TABLE C403.5.3.3 HIGH-LIMIT SHUTOFF CONTROL SETTING FOR AIR ECONOMIZERS
132	TABLE C403.7 EXHAUST AIR ENERGY RECOVERY
133	TABLE C403.7.5 MAXIMUM NET EXHAUST FLOW RATE, CFM PER LINEAR FOOT OF HOOD LENGTH
134	TABLE C403.8.1(1) FAN POWER LIMITATION
135	TABLE C403.8.1(2) FAN POWER LIMITATION PRESSURE DROP ADJUSTMENT
136	TABLE C403.8.5.1 COOLING SYSTEMS
138	TABLE C403.10.1(1) MINIMUM EFFICIENCY REQUIREMENTS: COMMERCIAL REFRIGERATION TABLE C403.10.1(2) MINIMUM EFFICIENCY REQUIREMENTS: COMMERCIAL REFRIGERATORS AND FREEZERS
139	TABLE C403.10.1(2)—continued MINIMUM EFFICIENCY REQUIREMENTS: COMMERCIAL REFRIGERATORS AND FREEZERS
141	TABLE C403.10.2.1(1) WALK-IN COOLER AND FREEZER DISPLAY DOOR EFFICIENCY REQUIREMENTSa TABLE C403.10.2.1(2) WALK-IN COOLER AND FREEZER NONDISPLAY DOOR EFFICIENCY REQUIREMENTSa TABLE C403.10.2.1(3) WALK-IN COOLER AND FREEZER REFRIGERATION SYSTEM EFFICIENCY REQUIREMENTS
142	EQUATION 4-8
143	TABLE C403.11.1 MINIMUM REQUIRED DUCT AND PLENUM INSULATION
144	TABLE C403.11.3 MINIMUM PIPE INSULATION THICKNESS (in inches)a SECTION C404 SERVICE WATER HEATING (MANDATORY)
145	TABLE C404.2 MINIMUM PERFORMANCE OF WATER-HEATING EQUIPMENT
146	TABLE C404.2—continued MINIMUM PERFORMANCE OF WATER-HEATING EQUIPMENT
147	TABLE C404.5.1 PIPING VOLUME AND MAXIMUM PIPING LENGTHS
148	SECTION C405 ELECTRICAL POWER AND LIGHTING SYSTEMS
150	EQUATION 4-9
151	FIGURE C405.2.3.2 SIDELIT ZONE FIGURE C405.2.3.3(1) TOPLIT ZONE
152	FIGURE C405.2.3.3(2) DAYLIGHT ZONE UNDER A ROOFTOP MONITOR FIGURE C405.2.3.3(3) DAYLIGHT ZONE UNDER A SLOPED ROOFTOP MONITOR
153	EQUATION 4-10
154	EQUATION 4-11
155	TABLE C405.3.2(1) INTERIOR LIGHTING POWER ALLOWANCES: BUILDING AREA METHOD TABLE C405.3.2(2) INTERIOR LIGHTING POWER ALLOWANCES: SPACE-BY-SPACE METHOD
156	TABLE C405.3.2(2)—continued INTERIOR LIGHTING POWER ALLOWANCES: SPACE-BY-SPACE METHOD TABLE C405.3.2(2)—continued INTERIOR LIGHTING POWER ALLOWANCES: SPACE-BY-SPACE METHOD
157	TABLE C405.3.2(2)—continued INTERIOR LIGHTING POWER ALLOWANCES: SPACE-BY-SPACE METHOD TABLE C405.4.2(1) EXTERIOR LIGHTING ZONES
158	TABLE C405.4.2(2) LIGHTING POWER ALLOWANCES FOR BUILDING EXTERIORS TABLE C405.4.2(3) INDIVIDUAL LIGHTING POWER ALLOWANCES FOR BUILDING EXTERIORS
159	TABLE C405.6 MINIMUM NOMINAL EFFICIENCY LEVELS FOR 10 CFR 431 LOW-VOLTAGE DRY-TYPE DISTRIBUTION TRANSFORMERS SECTION C406 ADDITIONAL EFFICIENCY PACKAGES
160	TABLE C405.7(1) MINIMUM NOMINAL FULL-LOAD EFFICIENCY FOR NEMA DESIGN A, NEMA DESIGN B, AND IEC DESIGN N MOTORS (EXCLUDING FIRE PUMP) ELECTRIC MOTORS AT 60 HZa, b
161	TABLE C405.7(2) MINIMUM NOMINAL FULL-LOAD EFFICIENCY FOR NEMA DESIGN C AND IEC DESIGN H MOTORS AT 60 HZa, b TABLE C405.7(3) MINIMUM AVERAGE FULL-LOAD EFFICIENCY POLYPHASE SMALL ELECTRIC MOTORSa
162	TABLE C405.7(4) MINIMUM AVERAGE FULL-LOAD EFFICIENCY FOR CAPACITOR-START CAPACITOR-RUN AND CAPACITOR-START INDUCTION-RUN SMALL ELECTRIC MOTORSa
163	SECTION C407 TOTAL BUILDING PERFORMANCE
165	TABLE C407.5.1(1) SPECIFICATIONS FOR THE STANDARD REFERENCE AND PROPOSED DESIGNS
166	TABLE C407.5.1(1)—continued SPECIFICATIONS FOR THE STANDARD REFERENCE AND PROPOSED DESIGNS
167	TABLE C407.5.1(2) HVAC SYSTEMS MAP
168	TABLE C407.5.1(3) SPECIFICATIONS FOR THE STANDARD REFERENCE DESIGN HVAC SYSTEM DESCRIPTIONS
169	TABLE C407.5.1(4) NUMBER OF CHILLERS TABLE C407.5.1(5) WATER CHILLER TYPES SECTION C408 MAINTENANCE INFORMATION AND SYSTEM COMMISSIONING
173	FIGURE C408.2.4 COMMISSIONING COMPLIANCE CHECKLIST
174	CHAPTER 5 [CE] EXISTING BUILDINGS
176	CHAPTER 6 [CE] REFERENCED STANDARDS AAMA AHAM AHRI
177	AMCA ANSI APSP ASHRAE
178	ASME ASTM
179	CRRC CSA CTI DASMA DOE
180	ICC IEEE IES ISO
181	NEMA NFPA NFRC SMACNA UL US-FTC
182	WDMA
184	APPENDIX CA SOLAR-READY ZONE—COMMERCIAL
186	INDEX
196	ANSI/ASHRAE/IES STANDARD 90.1-2016 ENERGY STANDARD FOR BUILDINGS EXCEPT LOW-RISE RESIDENTIAL BUILDINGS (I-P EDITION)
197	ASHRAE STANDING STANDARD PROJECT COMMITTEE 90.1
198	ASHRAE STANDARDS COMMITTEE 2016-2017 SPECIAL NOTE DISCLAIMER ASHRAE INDUSTRIAL ADVERTISING POLICY ON STANDARDS
200	CONTENTS
202	FOREWORD
204	1 PURPOSE
206	2 SCOPE
208	3 DEFINITIONS, ABBREVIATIONS, AND ACRONYMS
213	FIGURE 3.2-1 COMPUTING THE DAYLIGHT AREA UNDER ROOF MONITORS
214	FIGURE 3.2-2 COMPUTING THE DAYLIGHT AREA UNDER SKYLIGHTS
215	FIGURE 3.2-3 COMPUTING THE PRIMARY SIDELIGHTED AREA
216	FIGURE 3.2-4 COMPUTING THE SECONDARY SIDELIGHTED AREA
232	TABLE 3.2 HEATED SPACE CRITERIA
240	4 ADMINISTRATION AND ENFORCEMENT
242	TABLE 4.2.1.1 BUILDING PERFORMANCE FACTOR (BPF)
244	5 BUILDING ENVELOPE
250	TABLE 5.5-0 BUILDING ENVELOPE REQUIREMENTS FOR CLIMATE ZONE (A,B)*
251	TABLE 5.5-1 BUILDING ENVELOPE REQUIREMENTS FOR CLIMATE ZONE 1 (A,B)*
252	TABLE 5.5-2 BUILDING ENVELOPE REQUIREMENTS FOR CLIMATE ZONE 2 (A,B)*
253	TABLE 5.5-3 BUILDING ENVELOPE REQUIREMENTS FOR CLIMATE ZONE 3 (A,B,C)*
254	TABLE 5.5-4 BUILDING ENVELOPE REQUIREMENTS FOR CLIMATE ZONE 4 (A,B,C)*
255	TABLE 5.5-5 BUILDING ENVELOPE REQUIREMENTS FOR CLIMATE ZONE 5 (A,B,C)*
256	TABLE 5.5-6 BUILDING ENVELOPE REQUIREMENTS FOR CLIMATE ZONE 6 (A,B)*
257	TABLE 5.5-7 BUILDING ENVELOPE REQUIREMENTS FOR CLIMATE ZONE 7*
258	TABLE 5.5-8 BUILDING REQUIREMENTS FOR CLIMATE ZONE 8*
259	FIGURE 5.5.2 EXTERIOR AND SEMIEXTERIOR BUILDING ENVELOPE TABLE 5.5.3.1.1 INCREASED ROOF INSULATION LEVELS
263	TABLE 5.5.4.4.1 SHGC MULTIPLIERS FOR PERMANENT PROJECTIONS
270	6 HEATING, VENTILATING, AND AIR CONDITIONING
279	TABLE 6.4.3.4.3 MAXIMUM DAMPER LEAKAGE, CFM PER FT2 AT 1.0 IN. OF WATER
282	TABLE 6.4.3.10.1 DDC APPLICATIONS AND QUALIFICATIONS
287	TABLE 6.5.1-1 MINIMUM FAN-COOLING UNIT SIZE FOR WHICH AN ECONOMIZER IS REQUIRED TABLE 6.5.1-2 ELIMINATE REQUIRED ECONOMIZER FOR COMFORT COOLING BY INCREASING COOLING EFFICIENCY
288	TABLE 6.5.1.1.3 HIGH-LIMIT SHUTOFF CONTROL SETTINGS FOR AIR ECONOMIZERS
289	TABLE 6.5.1.2.1 FLUID ECONOMIZER SIZING DRY-BULB AND WET-BULB REQUIREMENTS
290	TABLE 6.5.1.3 DX COOLING STAGE REQUIREMENTS FOR MODULATING AIRFLOW UNITS
294	TABLE 6.5.3.1-1 FAN POWER LIMITATION TABLE 6.5.3.1-2 FAN POWER LIMITATION PRESSURE DROP AJUSTMENT
295	TABLE 6.5.3.2.1 FAN AIRFLOW CONTROL
297	TABLE 6.5.4.1 BOILER TURNDOWN
298	TABLE 6.5.4.2 PUMP FLOW CONTROL REQUIREMENTS
299	TABLE 6.5.4.6 PIPING SYSTEM DESIGN MAXIMUM FLOW RATE IN GPM
302	TABLE 6.5.6.1-1 EXHAUST AIR ENERGY RECOVERY REQUIREMENTS FOR VENTILATION SYSTEMS OPERATING LESS THAN 8000 HOURS PER YEAR TABLE 6.5.6.1-2 EXHAUST AIR ENERGY RECOVERY REQUIREMENTS FOR VENTILATION SYSTEMS OPERATING GREATER THAN OR EQUAL TO 8000 HOURS PER YEAR
303	TABLE 6.5.7.2.2 MAXIMUM NET EXHAUST FLOW RATE. CFM PER LINEAR FOOT OF HOOD LENGTH
305	TABLE 6.5.9 HOT-GAS BYPASS LIMITATION
306	TABLE 6.6.1 POWER USAGE EFFECTIVENESS (PUE) MAXIMUM
309	TABLE 6.8.1-1 ELECTRICALLY OPERATED UNITARY AIR CONDITIONERS AND CONDENSING UNITS—MINIMUM EFFICIENCY REQUIREMENTS
310	TABLE 6.8.1-1 ELECTRICALLY OPERATED UNITARY AIR CONDITIONERS AND CONDENSING UNITS—MINIMUM EFFICIENCY REQUIREMENTS
311	TABLE 6.8.1-2 ELECTRICALLY OPERATED UNITARY AND APPLIED HEAT PUMPS—MINIMUM EFFICIENCY REQUIREMENTS
312	TABLE 6.8.1-2 ELECTRICALLY OPERATED UNITARY AND APPLIED HEAT PUMPS—MINIMUM EFFICIENCY REQUIREMENTS
313	TABLE 6.8.1-3 WATER-CHILLING PACKAGES—MINIMUM EFFICIENCY REQUIREMENTS
314	TABLE 6.8.1-4 ELECTRICALLY OPERATED PACKAGED TERMINAL AIR CONDITIONERS, PACKAGED TERMINAL HEAT PUMPS, SINGLE-PACKAGE VERTICAL AIR CONDITIONERS, SINGLE-PACKAGE VERTICAL HEAT PUMPS, ROOM AIR CONDITIONERS, AND ROOM AIR CONDITIONER HEAT PUMPS—MINIMUM EFFICIENCY REQUIREMENTS
315	TABLE 6.8.1-4 ELECTRICALLY OPERATED PACKAGED TERMINAL AIR CONDITIONERS, PACKAGED TERMINAL HEAT PUMPS, SINGLE-PACKAGE VERTICAL AIR CONDITIONERS, SINGLE-PACKAGE VERTICAL HEAT PUMPS, ROOM AIR CONDITIONERS, AND ROOM AIR CONDITIONER HEAT PUMPS—MINIMUM EFFICIENCY REQUIREMENTS (CONTINUED) TABLE 6.8.1-5 WARM-AIR FURNACES AND COMBINATION WARM-AIR FURNACES/AIR-CONDITIONING UNITS, WARM-AIR DUCT FURNACES, AND UNIT HEATERS—MINIMUM EFFICIENCY REQUIREMENTS
316	TABLE 6.8.1-6 GAS AND OIL FIRED BOILERS—MINIMUM EFFICIENCY REQUIREMENTS
317	TABLE 6.8.1-7 PERFORMANCE REQUIREMENTS FOR HEAT REJECTION EQUIPMENT—MINIMUM EFFICIENCY REQUIREMENTS TABLE 6.8.1-8 HEAT TRANSFER EQUIPMENT—MINIMUM EFFICIENCY REQUIREMENTS
318	TABLE 6.8.1-9 ELECTRICALLY OPERATED VARIABLE-REFRIGERANT FLOW AIR CONDITIONERS—MINIMUM EFFICIENCY REQUIREMENTS
319	TABLE 6.8.1-10 ELECTRICALLY OPERATED VARIABLE-REFRIGERANT FLOW AND APPLIED HEAT PUMPS—MINIMUM EFFICIENCY REQUIREMENTS TABLE 6.8.1-10 ELECTRICALLY OPERATED VARIABLE-REFRIGERANT FLOW AND APPLIED HEAT PUMPS—MINIMUM EFFICIENCY REQUIREMENTS (CONTINUED)
320	TABLE 6.8.1-10 ELECTRICALLY OPERATED VARIABLE-REFRIGERANT FLOW AND APPLIED HEAT PUMPS—MINIMUM EFFICIENCY REQUIREMENTS (CONTINUED)
321	TABLE 6.8.1-11 AIR CONDITIONERS AND CONDENSING UNITS SERVING COMPUTER ROOMS—MINIMUM EFFICIENCY REQUIREMENTS
322	TABLE 6.8.1-11 AIR CONDITIONERS AND CONDENSING UNITS SERVING COMPUTER ROOMS—MINIMUM EFFICIENCY REQUIREMENTS (CONTINUED)
323	TABLE 6.8.1-12 COMMERCIAL REFRIGERATOR AND FREEZERS—MINMUM EFFICIENCY REQUIREMENTS
324	TABLE 6.8.1-13 COMMERCIAL REFRIGERATION—MINIMUM EFFICIENCY REQUIREMENTS TABLE 6.8.1-13 COMMERCIAL REFRIGERATION—MINIMUM EFFICIENCY REQUIREMENTS (CONTINUED)
325	TABLE 6.8.1-14 VAPOR COMPRESSION BASED INDOOR POOL DEHUMIDIFIERS—MINIMUM EFFICIENCY REQUIREMENTS TABLE 6.8.1-15 ELECTRICALLY OPERATED DX-DOAS UNITS, SINGLE-PACKAGE AND REMOTE CONDENSER, WITHOUT ENERGY RECOVERY—MINIMUM EFFICIENCY REQUIREMENTS TABLE 6.8.1-16 ELECTRICALLY OPERATED DX-DOAS UNITS, SINGLE PACKAGE AND REMOTE CONDENSER, WITH ENERGY RECOVERY—MINIMUM EFFICIENCY REQUIREMENTS
326	TABLE 6.8.2 MINIMUM DUCT INSULATION R-VALUE TABLE 6.8.3-1 MINIMUM PIPING INSULATION THICKNESS HEATING AND HOT WATER SYSTEMS (Steam, Steam Condensate, Hot-Water Heating and Domestic Water Systems)
327	TABLE 6.8.3-2 MINIMUM PIPING INSULATION THICKNESS COOLING SYSTEMS (Chilled Water, Brine, and Refrigerant)
328	7 SERVICE WATER HEATING
332	TABLE 7.8 PERFORMANCE REQUIREMENTS FOR WATER-HEATING EQUIPMENT—MINIMUM EFFICIENCY REQUIREMENTS
334	8 POWER
336	TABLE 8.4.4 MINIMUM NOMINAL EFFICIENCY LEVELS FOR LOW VOLTAGE DRY TYPE DISTRIBUTION TRANSFORMERS
338	9 LIGHTING
345	TABLE 9.4.2-1 EXTERIOR LIGHTING ZONES
346	TABLE 9.4.2-2 INDIVIDUAL LIGHTING POWER ALLOWANCES FOR BUILDING EXTERIORS
347	TABLE 9.4.2-2 INDIVIDUAL LIGHTING POWER ALLOWANCES FOR BUILDING EXTERIORS (CONTINUED)
350	TABLE 9.5.1 LIGHTING POWER DENSITY ALLOWANCES USING THE BUILDING AREA METHOD
351	TABLE 9.6.1 LIGHTING POWER DENSITY ALLOWANCES USING THE SPACE-BY-SPACE METHOD AND MINIMUM CONTROL REQUIREMENTS USING EITHER METHOD
352	TABLE 9.6.1 LIGHTING POWER DENSITY ALLOWANCES USING THE SPACE-BY-SPACE METHOD AND MINIMUM CONTROL REQUIREMENTS USING EITHER METHOD (CONTINUED)
353	TABLE 9.6.1 LIGHTING POWER DENSITY ALLOWANCES USING THE SPACE-BY-SPACE METHOD AND MINIMUM CONTROL REQUIREMENTS USING EITHER METHOD (CONTINUED)
354	TABLE 9.6.1 LIGHTING POWER DENSITY ALLOWANCES USING THE SPACE-BY-SPACE METHOD AND MINIMUM CONTROL REQUIREMENTS USING EITHER METHOD (CONTINUED)
355	TABLE 9.6.1 LIGHTING POWER DENSITY ALLOWANCES USING THE SPACE-BY-SPACE METHOD AND MINIMUM CONTROL REQUIREMENTS USING EITHER METHOD (CONTINUED)
356	TABLE 9.6.1 LIGHTING POWER DENSITY ALLOWANCES USING THE SPACE-BY-SPACE METHOD AND MINIMUM CONTROL REQUIREMENTS USING EITHER METHOD (CONTINUED)
357	TABLE 9.6.1 LIGHTING POWER DENSITY ALLOWANCES USING THE SPACE-BY-SPACE METHOD AND MINIMUM CONTROL REQUIREMENTS USING EITHER METHOD (CONTINUED)
358	TABLE 9.6.3 CONTROL FACTORS USED IN CALCULATING ADDITIONAL INTERIOR LIGHTING POWER ALLOWANCE
360	10 OTHER EQUIPMENT
363	TABLE 10.8-1 MINIMUM NOMINAL FULL-LOAD EFFICIENCY FOR NEMA DESIGN A, NEMA DESIGN B, AND IEC DESIGN N MOTORS (EXCLUDING FIRE PUMP ELECTRIC MOTORS) AT 60 HZ
364	TABLE 10.8-2 MINIMUM NOMINAL FULL-LOAD EFFICIENCY FOR NEMA DESIGN C AND IEC DESIGN H MOTORS AT 60 HZ
365	TABLE 10.8-3 MINIMUM AVERAGE FULL LOAD EFFICIENCY FOR POLYPHASE SMALL ELECTRIC MOTORS TABLE 10.8-4 MINIMUM AVERAGE FULL-LOAD EFFICIENCY FOR CAPACITOR-START CAPACITOR-RUN AND CAPACITOR-START INDUCTION-RUN SMALL ELECTRIC MOTORS
366	TABLE 10.8-5 MINIMUM NOMINAL FULL-LOAD EFFICIENCY FOR FIRE PUMP ELECTRIC MOTORS
368	11 ENERGY COST BUDGET METHOD
373	TABLE 115.1 MODELING REQUIREMENTS FOR CALCULATING DESIGN ENERGY COST AND ENERGY COST BUDGET
374	TABLE 11.5.1 MODELING REQUIREMENTS FOR CALCULATING DESIGN ENERGY COST AND ENERGY COST BUDGET (CONTINUED)
375	TABLE 11.5.1 MODELING REQUIREMENTS FOR CALCULATING DESIGN ENERGY COST AND ENERGY COST BUDGET (CONTINUED)
376	TABLE 11.5.1 MODELING REQUIREMENTS FOR CALCULATING DESIGN ENERGY COST AND ENERGY COST BUDGET (CONTINUED)
377	TABLE 11.5.1 MODELING REQUIREMENTS FOR CALCULATING DESIGN ENERGY COST AND ENERGY COST BUDGET (CONTINUED)
378	FIGURE 11.5.2 HVAC SYSTEMS MAP
379	TABLE 11.5.2-1 BUDGET SYSTEM DESCRIPTIONS
380	TABLE 11.5.2-2 NUMBER OF CHILLERS
382	12 NORMATIVE REFERENCES AHRI AMCA AMMA
383	ANSI ASME ASHRAE AHAM ASTM
384	CRRC CTI DASMA IES ISO
385	NEMA NFRC NFPA TIA UL U.S. DOE U.S. SEC
386	NORMATIVE APPENDIX A RATED R-VALUE OF INSULATION AND ASSEMBLY U-FACTOR, C-FACTOR AND F-FACTOR DETERMINATIONS
389	TABLE A2.2.3 ASSEMBLY U-FACTORS FOR ROOFS WITH INSULATION ENTIRELY ABOVE DECK
390	TABLE A2.3.3 ASSEMBLY U-FACTORS FOR METAL BUILDING ROOFS
391	TABLE A2.4.2 SINGLE-RAFTER ROOFS
392	TABLE A2.5.2 ASSEMBLY U-FACTORS FOR ATTIC ROOFS WITH STEEL JOISTS (4.0 ft on Center)
397	TABLE A3.1-1 ASSEMBLY U-FACTORS FOR ABOVE GRADE CONCRETE WALLS AND MASONRY WALLS
398	TABLE A3.1-1 ASSEMBLY U-FACTORS FOR ABOVE GRADE CONCRETE WALLS AND MASONRY WALLS (CONTINUED)
399	TABLE A3.1-1 ASSEMBLY U-FACTORS FOR ABOVE GRADE CONCRETE WALLS AND MASONRY WALLS (CONTINUED)
400	TABLE A3.1-1 ASSEMBLY U-FACTORS FOR ABOVE GRADE CONCRETE WALLS AND MASONRY WALLS (CONTINUED)
401	TABLE A3.1-2 ASSEMBLY U-FACTORS, C-FACTORS, Ru, Rc, AND HC FOR CONCRETE
402	TABLE A3.1-2 ASSEMBLY U-FACTORS, C-FACTORS, Ru, Rc, AND HC FOR CONCRETE (CONTINUED)
403	ASSEMBLY U-FACTORS, C-FACTORS, Ru, Rc, AND HC FOR CONCRETE BLOCK WALLS
404	ASSEMBLY U-FACTORS, C-FACTORS, Ru, Rc, AND HC FOR CONCRETE BLOCK WALLS (CONTINUED)
405	ASSEMBLY U-FACTORS, C-FACTORS, Ru, Rc, AND HC FOR CONCRETE BLOCK WALLS (CONTINUED)
406	TABLE A3.1-4 EFFECTIVE R-VALUES FOR INSULATION/FRAMING LAYERS ADDED TO ABOVE-GRADE MASS WALLS AND BELOW-GRADE WALLS
407	TABLE A3.2.3 ASSEMBLY U-FACTORS FOR METAL BUILDING WALLS
408	TABLE A3.3.3.1 ASSEMBLY U-FACTORS FOR STEEL-FRAME WALLS
409	TABLE A3.4.3.1 ASSEMBLY U-FACTORS FOR WOOD-FRAME WALLS
414	TABLE A4.2.1 ASSEMBLY C-FACTORS FOR BELOW GRADE WALLS
415	TABLE A5.2.3.1 ASSEMBLY U-FACTORS FOR MASS FLOORS
416	TABLE A5.3.3.1 ASSEMBLY U-FACTORS FOR STEEL-JOIST FLOORS
417	TABLE A5.4.3.1 ASSEMBLY U-FACTORS FOR WOOD JOIST FLOORS
418	TABLE A6.3.1 ASSEMBLY F-FACTORS FOR SLAB-ON-GRADE FLOORS
420	TABLE A8.1-1 ASSEMBLY U-FACTORS FOR UNLABELED SKYLIGHTS
421	TABLE A8.1-1 ASSEMBLY U-FACTORS FOR UNLABELED SKYLIGHTS (CONTINUED)
422	TABLE A8.1-2 ASSEMBLY SHGCS AND ASSEMBLY VISIBLE TRANSMITTANCES (VTs) FOR UNLABELED SKYLIGHTS
423	TABLE A8.2 ASSEMBLY U-FACTORS, ASSEMBLY SHGCS AND ASSEMBLY VISIBLE TRANSMITTANCES (VTs) FOR UNLABELED VERTICAL FENESTRATION
426	EQUATION A9.4-1
427	FIGURE A9.4.6.1 GEOMETRY OF SINGLE-LAYER FIBERGLASS BATT EQUATION A9.4-2 EQUATION A9.4-3
428	EQUATION A9.4-4 EQUATION A9.4-5 EQUATION A9.4-6 EQUATION A9.4-7 EQUATION A9.4-8
429	FIGURE A9.4.6.2-1 GEOMETRY OF DOUBLE LAYERS OF FIBERGLASS BATTS EQUATION A9.4-9 EQUATION A9.4-10 EQUATION A9.4-11
430	FIGURE A9.4.6.2-2 COMPRESSION OF DOUBLE LAYERS OF FIBERGLASS INSULATION EQUATION A9.4-12 EQUATION A9.4-13 EQUATION A9.4-14
431	EQUATION A9.4-15A EQUATION A9.4-15B EQUATION A9.4-16 EQUATION A9.4-17 EQUATION A9.4-18
432	EQUATION A9.4-19 EQUATION A9.4-20 EQUATION A9.4-21 EQUATION A9.4-22
433	FIGURE A9.4.6.3 GEOMETRY OF SINGLE CAVITY LAYER OR DOUBLE-LAYER WALL EQUATION A9.4-23 EQUATION A9.4-24
434	EQUATION A9.4-25 EQUATION A9.4-26 EQUATION A9.4-27 EQUATION A9.4-28 EQUATION A9.4-29 EQUATION A9.4-30 EQUATION A9.4-31
435	EQUATION A9.4-32 EQUATION A9.4-33 EQUATION A9.4-34 EQUATION A9.4-35 EQUATION A9.4-36 EQUATION A9.4-37
436	EQUATION A9.4-38 EQUATION A9.4-39 EQUATION A9.4-40 EQUATION A9.4-41 EQUATION A9.4-42 EQUATION A9.4-43 EQUATION A9.4-44 EQUATION A9.4-45
437	TABLE A9.2-1 EFFECTIVE INSULATION/FRAMING LAYER R-VALUES FOR ROOF AND FLOOR INSULATION INSTALLED BETWEEN METAL FRAMING (4 ft on Center) TABLE A9.2-2 EFFECTIVE INSULATION/FRAMING LAYER R-VALUES FOR WALL INSULATION INSTALLED BETWEEN STEEL FRAMING
438	TABLE A9.4.2-1 VALUES FOR CAVITY AIR SPACES
439	TABLE A9.4.2-2 EMITTANCE VALUES OF VARIOUS SURFACES AND EFFECTIVE EMITTANCES OF AIR SPACES TABLE A9.4.3 EFFECTIVE R-VALUES FOR FIBERGLASS
440	TABLE A9.4.4-1 R-VALUES FOR BUILDING MATERIALS TABLE A9.4.4-2 THERMAL CONDUCTIVITY OF CONCRETE BLOCK MATERIAL
441	TABLE A9.4.6.1 FIBERGLASS REFERENCE PROPERTIES
442	INFORMATIVE APPENDIX B
444	NORMATIVE APPENDIX C METHODOLOGY FOR BUILDING ENVELOPE TRADE-OFF OPTION IN SECTION 5.6
445	FIGURE C1.4 SKYLIGHT WELL DIMENSIONS
452	INFORMATIVE APPENDIX D
454	INFORMATIVE APPENDIX E INFORMATIVE REFERENCES AABC BLAST CTI CWEC DATA DOE-2 MICA
455	THE GREEN GRID ADMINISTRATION IWEC2 DATA NEBB SMACNA TMY3 DATA
458	INFORMATIVE APPENDIX F U.S. DEPARTMENT OF ENERGY MINIMUM ENERGY EFFICIENCY REQUIREMENTS
459	FIGURE F-1 MAP OF THE REGIONS FOR THE ANALYSIS OF CENTRAL AIR CONDITIONERS AND HEAT PUMPS TABLE F-1 U.S. MINIMUM EFFICIENCY REQUIREMENTS FOR SINGLE-PHASE AIR CONDITIONERS AND HEAT PUMPS THAT HAVE A COOLING CAPACITY < 65,000 Btu/h
460	TABLE F-2 MINIMUM ENERGY EFFICIENCY REQUIREMENTS FOR WATER HEATERS
462	NORMATIVE APPENDIX G PERFORMANCE RATING METHOD
465	TABLE G3.1 MODELING REQUIREMENTS FOR CALCULATING PROPOSED AND BASELINE BUILDING PERFORMANCE
466	TABLE G3.1 MODELING REQUIREMENTS FOR CALCULATING PROPOSED AND BASELINE BUILDING PERFORMANCE (CONTINUED)
467	TABLE G3.1 MODELING REQUIREMENTS FOR CALCULATING PROPOSED AND BASELINE BUILDING PERFORMANCE (CONTINUED)
468	TABLE G3.1 MODELING REQUIREMENTS FOR CALCULATING PROPOSED AND BASELINE BUILDING PERFORMANCE (CONTINUED)
469	TABLE G3.1 MODELING REQUIREMENTS FOR CALCULATING PROPOSED AND BASELINE BUILDING PERFORMANCE (CONTINUED)
470	TABLE G3.1 MODELING REQUIREMENTS FOR CALCULATING PROPOSED AND BASELINE BUILDING PERFORMANCE (CONTINUED)
471	TABLE G3.1 MODELING REQUIREMENTS FOR CALCULATING PROPOSED AND BASELINE BUILDING PERFORMANCE (CONTINUED)
472	TABLE G3.1 MODELING REQUIREMENTS FOR CALCULATING PROPOSED AND BASELINE BUILDING PERFORMANCE (CONTINUED)
483	TABLE G3.1.1-1 BASELINE BUILDING VERTICAL FENESTRATION PERCENTAGE OF GROSS ABOVE-GRADE-WALL AREA TABLE G3.1.1-2 BASELINE SERVICE WATER-HEATING SYSTEM
484	TABLE G3.1.1-3 BASELINE HVAC SYSTEM TYPES TABLE G3.1.1-4 BASELINE SYSTEM DESCRIPTIONS TABLE G3.1.2.6 CLIMATE CONDITIONS UNDER WHICH ECONOMIZERS ARE INCLUDED FOR COMFORT COOLING FOR BASELINE SYSTEMS 3 THROUGH 8 AND 11, 12 AND 13
485	TABLE G3.1.2.7 ECONOMIZER HIGH-LIMIT SHUTOFF TEMPERATURE TABLE G3.1.2.9 BASELINE FAN BRAKE HORSEPOWER TABLE G3.1.3.7 TYPE AND NUMBER OF CHILLERS TABLE G3.1.3.11 HEAT-REJECTION LEAVING WATER TEMPERATURE TABLE G3.1.3.15 PART-LOAD PERFORMANCE FOR VAV FAN SYSTEMS
486	TABLE G3.4-1 PERFORMANCE RATING METHOD BUILDING ENVELOPE REQUIREMENTS FOR CLIMATE ZONES 0 AND 1 (A,B)*
487	TABLE G3.4-2 PERFORMANCE RATING METHOD BUILDING ENVELOPE REQUIREMENTS FOR CLIMATE ZONE 2 (A,B)*
488	TABLE G3.4-3 PERFORMANCE RATING METHOD BUILDING ENVELOPE REQUIREMENTS FOR CLIMATE ZONE 3 (A,B,C)*
489	TABLE G3.4-4 PERFORMANCE RATING METHOD BUILDING ENVELOPE REQUIREMENTS FOR CLIMATE ZONE 4 (A,B,C)*
490	TABLE G3.4-5 PERFORMANCE RATING METHOD BUILDING ENVELOPE REQUIREMENTS FOR CLIMATE ZONE 5 (A,B,C)*
491	TABLE G3.4-6 PERFORMANCE RATING METHOD BUILDING ENVELOPE REQUIREMENTS FOR CLIMATE ZONE 6 (A,B)*
492	TABLE G3.4-7 PERFORMANCE RATING METHOD BUILDING ENVELOPE REQUIREMENTS FOR CLIMATE ZONE 7*
493	TABLE G3.4-8 PERFORMANCE RATING METHOD BUILDING ENVELOPE REQUIREMENTS FOR CLIMATE ZONE 8*
494	TABLE G3.5.1 PERFORMANCE RATING METHOD AIR CONDITIONERS TABLE G3.5.2 PERFORMANCE RATING METHOD ELECTRICALLY OPERATED UNITARY AND APPLIED HEAT PUMPS—MINIMUM EFFICIENCY REQUIREMENTS
495	TABLE G3.5.3 PERFORMANCE RATING METHOD WATER CHILLING PACKAGES—MINIMUM EFFICIENCY REQUIREMENTS TABLE G3.5.4 PERFORMANCE RATING METHOD ELECTRICALLY OPERATED PACKAGED TERMINAL AIR CONDITIONERS PACKAGED TERMINAL HEAT PUMPS TABLE G3.5.5 WARM-AIR FURNACES AND UNIT HEATERS TABLE G3.5.6 GAS-FIRED BOILERS—MINIMUM EFFICIENCY REQUIREMENTS
496	TABLE G3.6 LIGHTING POWER DENSITIES FOR BUILDING EXTERIORS
497	TABLE G3.7 PERFORMANCE RATING METHOD LIGHTING POWER DENSITY ALLOWANCES AND OCCUPANCY SENSOR REDUCTIONS USING THE SPACE-BY-SPACE METHOD
498	TABLE G3.7 PERFORMANCE RATING METHOD LIGHTING POWER DENSITY ALLOWANCES AND OCCUPANCY SENSOR REDUCTIONS USING THE SPACE-BY-SPACE METHOD (CONTINUED)
499	TABLE G3.7 PERFORMANCE RATING METHOD LIGHTING POWER DENSITY ALLOWANCES AND OCCUPANCY SENSOR REDUCTIONS USING THE SPACE-BY-SPACE METHOD (CONTINUED)
500	TABLE G3.8 PERFORMANCE RATING METHOD LIGHTING POWER DENSITIES USING THE BUILDING AREA METHOD
501	TABLE G3.9.1 PERFORMANCE RATING METHOD MOTOR EFFICIENCY REQUIREMENTS TABLE G3.9.2 PERFORMANCE RATING METHOD BASELINE ELEVATOR MOTOR TABLE G3.9.3 PERFORMANCE RATING METHOD HYDRAULIC ELEVATOR MOTOR EFFICIENCY TABLE G3.10.1 PERFORMANCE RATING METHOD COMMERCIAL REFRIGERATORS AND FREEZERS
502	TABLE G3.10.2 PERFORMANCE RATING METHOD COMMERCIAL REFRIGERATION
504	INFORMATIVE APPENDIX H ADDENDA DESCRIPTION INFORMATION TABLE H-1 ADDENDA TO ANSI/ASHRAE/IES STANDARD 90.1-2013
505	TABLE H-1 ADDENDA TO ANSI/ASHRAE/IES STANDARD 90.1-2013 (CONTINUED)
506	TABLE H-1 ADDENDA TO ANSI/ASHRAE/IES STANDARD 90.1-2013 (CONTINUED)
507	TABLE H-1 ADDENDA TO ANSI/ASHRAE/IES STANDARD 90.1-2013 (CONTINUED)
508	TABLE H-1 ADDENDA TO ANSI/ASHRAE/IES STANDARD 90.1-2013 (CONTINUED)
509	TABLE H-1 ADDENDA TO ANSI/ASHRAE/IES STANDARD 90.1-2013 (CONTINUED)
510	TABLE H-1 ADDENDA TO ANSI/ASHRAE/IES STANDARD 90.1-2013 (CONTINUED)
511	TABLE H-1 ADDENDA TO ANSI/ASHRAE/IES STANDARD 90.1-2013 (CONTINUED)
512	TABLE H-1 ADDENDA TO ANSI/ASHRAE/IES STANDARD 90.1-2013 (CONTINUED)
514	ANNEX 1 REFERENCE STANDARD REPRODUCTION ANNEX—ASHRAE STANDARD 169
515	TABLE ANNEX1-1 ASHRAE STANDARD 169-2013, TABLE B-1: U.S. CLIMATE ZONES BY STATE AND COUNTY
516	TABLE ANNEX1-1 ASHRAE STANDARD 169-2013, TABLE B-1: U.S. CLIMATE ZONES BY STATE AND COUNTY (CONTINUED)
517	TABLE ANNEX1-1 ASHRAE STANDARD 169-2013, TABLE B-1: U.S. CLIMATE ZONES BY STATE AND COUNTY (CONTINUED)
518	TABLE ANNEX1-1 ASHRAE STANDARD 169-2013, TABLE B-1: U.S. CLIMATE ZONES BY STATE AND COUNTY (CONTINUED)
519	TABLE ANNEX1-1 ASHRAE STANDARD 169-2013, TABLE B-1: U.S. CLIMATE ZONES BY STATE AND COUNTY (CONTINUED)
520	TABLE ANNEX1-1 ASHRAE STANDARD 169-2013, TABLE B-1: U.S. CLIMATE ZONES BY STATE AND COUNTY (CONTINUED)
521	TABLE ANNEX1-1 ASHRAE STANDARD 169-2013, TABLE B-1: U.S. CLIMATE ZONES BY STATE AND COUNTY (CONTINUED)
522	TABLE ANNEX1-1 ASHRAE STANDARD 169-2013, TABLE B-1: U.S. CLIMATE ZONES BY STATE AND COUNTY (CONTINUED)
523	TABLE ANNEX1-1 ASHRAE STANDARD 169-2013, TABLE B-1: U.S. CLIMATE ZONES BY STATE AND COUNTY (CONTINUED)
524	TABLE ANNEX1-1 ASHRAE STANDARD 169-2013, TABLE B-1: U.S. CLIMATE ZONES BY STATE AND COUNTY (CONTINUED)
525	TABLE ANNEX1-1 ASHRAE STANDARD 169-2013, TABLE B-1: U.S. CLIMATE ZONES BY STATE AND COUNTY (CONTINUED)
526	TABLE ANNEX1-1 ASHRAE STANDARD 169-2013, TABLE B-1: U.S. CLIMATE ZONES BY STATE AND COUNTY (CONTINUED)
527	TABLE ANNEX1-1 ASHRAE STANDARD 169-2013, TABLE B-1: U.S. CLIMATE ZONES BY STATE AND COUNTY (CONTINUED)
528	TABLE ANNEX1-1 ASHRAE STANDARD 169-2013, TABLE B-1: U.S. CLIMATE ZONES BY STATE AND COUNTY (CONTINUED)
529	FIGURE ANNEX1-1 ASHRAE STANDARD 169-2013, FIGURE B-1: CLIMATE ZONES FOR UNITED STATES COUNTIES
530	TABLE ANNEX1-2 ASHRAE STANDARD 169-2013, TABLE A-5: CANADA STATIONS AND CLIMATE ZONES
531	TABLE ANNEX1-2 ASHRAE STANDARD 169-2013, TABLE A-5: CANADA STATIONS AND CLIMATE ZONES (CONTINUED)
532	TABLE ANNEX1-2 ASHRAE STANDARD 169-2013, TABLE A-5: CANADA STATIONS AND CLIMATE ZONES (CONTINUED)
533	TABLE ANNEX1-2 ASHRAE STANDARD 169-2013, TABLE A-5: CANADA STATIONS AND CLIMATE ZONES (CONTINUED)
534	TABLE ANNEX1-2 ASHRAE STANDARD 169-2013, TABLE A-5: CANADA STATIONS AND CLIMATE ZONES (CONTINUED)
535	TABLE ANNEX1-3 ASHRAE STANDARD 169-2013, TABLE A-6: INTERNATIONAL STATIONS AND CLIMATE ZONES
536	TABLE ANNEX1-3 ASHRAE STANDARD 169-2013, TABLE A-6: INTERNATIONAL STATIONS AND CLIMATE ZONES (CONTINUED)
537	TABLE ANNEX1-3 ASHRAE STANDARD 169-2013, TABLE A-6: INTERNATIONAL STATIONS AND CLIMATE ZONES (CONTINUED)
538	TABLE ANNEX1-3 ASHRAE STANDARD 169-2013, TABLE A-6: INTERNATIONAL STATIONS AND CLIMATE ZONES (CONTINUED)
539	TABLE ANNEX1-3 ASHRAE STANDARD 169-2013, TABLE A-6: INTERNATIONAL STATIONS AND CLIMATE ZONES (CONTINUED)
540	TABLE ANNEX1-3 ASHRAE STANDARD 169-2013, TABLE A-6: INTERNATIONAL STATIONS AND CLIMATE ZONES (CONTINUED)
541	TABLE ANNEX1-3 ASHRAE STANDARD 169-2013, TABLE A-6: INTERNATIONAL STATIONS AND CLIMATE ZONES (CONTINUED)
542	TABLE ANNEX1-3 ASHRAE STANDARD 169-2013, TABLE A-6: INTERNATIONAL STATIONS AND CLIMATE ZONES (CONTINUED)
543	TABLE ANNEX1-3 ASHRAE STANDARD 169-2013, TABLE A-6: INTERNATIONAL STATIONS AND CLIMATE ZONES (CONTINUED)
544	TABLE ANNEX1-3 ASHRAE STANDARD 169-2013, TABLE A-6: INTERNATIONAL STATIONS AND CLIMATE ZONES (CONTINUED)
545	TABLE ANNEX1-3 ASHRAE STANDARD 169-2013, TABLE A-6: INTERNATIONAL STATIONS AND CLIMATE ZONES (CONTINUED)
546	TABLE ANNEX1-3 ASHRAE STANDARD 169-2013, TABLE A-6: INTERNATIONAL STATIONS AND CLIMATE ZONES (CONTINUED)
547	TABLE ANNEX1-3 ASHRAE STANDARD 169-2013, TABLE A-6: INTERNATIONAL STATIONS AND CLIMATE ZONES (CONTINUED)
548	TABLE ANNEX1-3 ASHRAE STANDARD 169-2013, TABLE A-6: INTERNATIONAL STATIONS AND CLIMATE ZONES (CONTINUED)
549	TABLE ANNEX1-3 ASHRAE STANDARD 169-2013, TABLE A-6: INTERNATIONAL STATIONS AND CLIMATE ZONES (CONTINUED)
550	TABLE ANNEX1-3 ASHRAE STANDARD 169-2013, TABLE A-6: INTERNATIONAL STATIONS AND CLIMATE ZONES (CONTINUED)
551	TABLE ANNEX1-3 ASHRAE STANDARD 169-2013, TABLE A-6: INTERNATIONAL STATIONS AND CLIMATE ZONES (CONTINUED)
552	TABLE ANNEX1-3 ASHRAE STANDARD 169-2013, TABLE A-6: INTERNATIONAL STATIONS AND CLIMATE ZONES (CONTINUED)
553	TABLE ANNEX1-3 ASHRAE STANDARD 169-2013, TABLE A-6: INTERNATIONAL STATIONS AND CLIMATE ZONES (CONTINUED)
554	TABLE ANNEX1-3 ASHRAE STANDARD 169-2013, TABLE A-6: INTERNATIONAL STATIONS AND CLIMATE ZONES (CONTINUED)
555	TABLE ANNEX1-3 ASHRAE STANDARD 169-2013, TABLE A-6: INTERNATIONAL STATIONS AND CLIMATE ZONES (CONTINUED)
556	TABLE ANNEX1-3 ASHRAE STANDARD 169-2013, TABLE A-6: INTERNATIONAL STATIONS AND CLIMATE ZONES (CONTINUED)
557	TABLE ANNEX1-3 ASHRAE STANDARD 169-2013, TABLE A-6: INTERNATIONAL STATIONS AND CLIMATE ZONES (CONTINUED)
558	TABLE ANNEX1-3 ASHRAE STANDARD 169-2013, TABLE A-6: INTERNATIONAL STATIONS AND CLIMATE ZONES (CONTINUED)
559	TABLE ANNEX1-3 ASHRAE STANDARD 169-2013, TABLE A-6: INTERNATIONAL STATIONS AND CLIMATE ZONES (CONTINUED)
560	TABLE ANNEX1-3 ASHRAE STANDARD 169-2013, TABLE A-6: INTERNATIONAL STATIONS AND CLIMATE ZONES (CONTINUED)
561	TABLE ANNEX1-3 ASHRAE STANDARD 169-2013, TABLE A-6: INTERNATIONAL STATIONS AND CLIMATE ZONES (CONTINUED)
562	TABLE ANNEX1-3 ASHRAE STANDARD 169-2013, TABLE A-6: INTERNATIONAL STATIONS AND CLIMATE ZONES (CONTINUED)
563	TABLE ANNEX1-3 ASHRAE STANDARD 169-2013, TABLE A-6: INTERNATIONAL STATIONS AND CLIMATE ZONES (CONTINUED)
564	TABLE ANNEX1-3 ASHRAE STANDARD 169-2013, TABLE A-6: INTERNATIONAL STATIONS AND CLIMATE ZONES (CONTINUED)
565	TABLE ANNEX1-3 ASHRAE STANDARD 169-2013, TABLE A-6: INTERNATIONAL STATIONS AND CLIMATE ZONES (CONTINUED)
566	TABLE ANNEX1-3 ASHRAE STANDARD 169-2013, TABLE A-6: INTERNATIONAL STATIONS AND CLIMATE ZONES (CONTINUED)
567	TABLE ANNEX1-3 ASHRAE STANDARD 169-2013, TABLE A-6: INTERNATIONAL STATIONS AND CLIMATE ZONES (CONTINUED)
568	TABLE ANNEX1-3 ASHRAE STANDARD 169-2013, TABLE A-6: INTERNATIONAL STATIONS AND CLIMATE ZONES (CONTINUED)
569	TABLE ANNEX1-3 ASHRAE STANDARD 169-2013, TABLE A-6: INTERNATIONAL STATIONS AND CLIMATE ZONES (CONTINUED)
570	TABLE ANNEX1-3 ASHRAE STANDARD 169-2013, TABLE A-6: INTERNATIONAL STATIONS AND CLIMATE ZONES (CONTINUED)
571	TABLE ANNEX1-3 ASHRAE STANDARD 169-2013, TABLE A-6: INTERNATIONAL STATIONS AND CLIMATE ZONES (CONTINUED)
572	TABLE ANNEX1-3 ASHRAE STANDARD 169-2013, TABLE A-6: INTERNATIONAL STATIONS AND CLIMATE ZONES (CONTINUED)
573	TABLE ANNEX1-3 ASHRAE STANDARD 169-2013, TABLE A-6: INTERNATIONAL STATIONS AND CLIMATE ZONES (CONTINUED)
574	TABLE ANNEX1-3 ASHRAE STANDARD 169-2013, TABLE A-6: INTERNATIONAL STATIONS AND CLIMATE ZONES (CONTINUED)
577	TABLE ANNEX1-4 ASHRAE STANDARD 169-2013, TABLE A-3: THERMAL CLIMATE ZONE DEFINITIONS FIGURE ANNEX1-2 ASHRAE STANDARD 169-2013, FIGURE A-1: THERMAL CLIMATE ZONES AS A FUNCTION OF HEATING AND COOLING DEGREE-DAYS
578	FIGURE ANNEX1-3 ASHRAE STANDARD 169-2013, FIGURE C-2: WORLD CLIMATE ZONES MAP
580	POLICY STATEMENT DEFINING ASHRAE’S CONCERN FOR THE ENVIRONMENTAL IMPACT OF ITS ACTIVITIES
581	ABOUT ASHRAE IMPORTANT NOTICES ABOUT THIS STANDARD
582	HELPFUL TOOLS FOR LEARNING AND APPLYING YOUR ENERGY CODE
583	ICC EVALUATION SERVICE
584	ICC ASSESSMENT CENTER
585	ICC’S DIGITAL CODES LIBRARY

MN ConservationCodeforExistingBuildings 2020.pdf

Sat, 19 Oct 2024 13:26:41 +0000

2020 City of Los Angeles amendment pages for integration with the 2019 California Building Code

PDF Catalog

PDF Pages	PDF Title
1	2020 MINNESOTA CONSERVATION CODE FOR EXISTING BUILDINGS
2	2020 MINNESOTA CONSERVATION CODE FOR EXISTING BUILDINGS TITLE PAGE
3	COPYRIGHT
4	MINNESOTA DEPARTMENT OF LABOR AND INDUSTRY INFORMATION
5	IMPORTANT DISCLAIMER
6	PREFACE
12	EFFECTIVE USE OF THE INTERNATIONAL EXISTING BUILDING CODE
16	TABLE OF CONTENTS
20	2020 MINNESOTA BUILDING CODE ADMINISTRATION 1300.0010 ADMINISTRATION 1300.0020 TITLE 1300.0030 PURPOSE AND APPLICATION 1300.0040 SCOPE
21	1300.0050 CHAPTERS OF MINNESOTA STATE BUILDING CODE 1300.0060 OPTIONAL ADMINISTRATION 1300.0070 DEFINITIONS
22	1300.0080 CODE ADOPTION AND AMENDMENTS 1300.0090 DEPARTMENT OF BUILDING SAFETY 1300.0110 DUTIES AND POWERS OF BUILDING OFFICIAL
24	1300.0120 PERMITS
26	1300.0130 CONSTRUCTION DOCUMENTS
27	1300.0140 VIOLATIONS 1300.0150 VIOLATIONS, PENALTY 1300.0160 FEES
28	1300.0170 STOP WORK ORDER 1300.0180 UNSAFE BUILDINGS OR STRUCTURES
29	1300.0190 TEMPORARY STRUCTURES AND USES 1300.0210 INSPECTIONS
30	1300.0215 PLUMBING
31	1300.0220 CERTIFICATE OF OCCUPANCY 1300.0225 MAINTENANCE 1300.0230 BOARD OF APPEALS
32	1300.0240 DISCLAIMER CLAUSE 1300.0250 SEVERABILITY
34	2020 MINNESOTA CONSERVATION CODE FOR EXISTING BUILDINGS 1311.0010 ADOPTION BY REFERENCE OF THE INTERNATIONAL EXISTING BUILDING CODE 1311.0020 REFERENCES TO OTHER INTERNATIONAL CODE COUNCIL CODES
36	CHAPTER 1 SCOPE AND ADMINISTRATION
38	CHAPTER 2 DEFINITIONS SECTION 201 GENERAL SECTION 202 GENERAL DEFINITIONS
42	CHAPTER 3 PROVISIONS FOR ALL COMPLIANCE METHODS SECTION 301 ADMINISTRATION SECTION 302 GENERAL PROVISIONS
43	SECTION 303 STRUCTURAL DESIGN LOADS AND EVALUATION AND DESIGN PROCEDURES [BS] TABLE 303.3.1 PERFORMANCE OBJECTIVES FOR USE IN ASCE 41 FOR COMPLIANCE WITH FULL SEISMIC FORCES SECTION 304 IN-SITU LOAD TESTS
44	[BS] TABLE 303.3.2 PERFORMANCE OBJECTIVES FOR USE IN ASCE 41 FOR COMPLIANCE WITH REDUCED SEISMIC FORCES SECTION 305 ACCESSIBILITY FOR EXISTING BUILDINGS
46	CHAPTER 4 REPAIRS SECTION 401 GENERAL SECTION 402 BUILDING ELEMENTS AND MATERIALS SECTION 403 FIRE PROTECTION SECTION 404 MEANS OF EGRESS SECTION 405 STRUCTURAL
47	SECTION 406 ELECTRICAL SECTION 407 MECHANICAL SECTION 408 PLUMBING
48	CHAPTER 5 PRESCRIPTIVE COMPLIANCE METHOD SECTION 501 GENERAL SECTION 502 ADDITIONS
49	SECTION 503 ALTERATIONS
51	SECTION 504 FIRE ESCAPES TABLE 504.4 DIMENSIONS FOR EXISTING AND REPLACEMENT FIRE ESCAPE STAIRS
52	SECTION 505 WINDOWS AND EMERGENCY ESCAPE OPENINGS SECTION 506 CHANGE OF OCCUPANCY
53	TABLE 506.1 LIFE SAFETY AND FIRE RISK SECTION 507 HISTORIC BUILDINGS
56	CHAPTER 6 CLASSIFICATION OF WORK SECTION 601 GENERAL SECTION 602 ALTERATION—LEVEL 1 SECTION 603 ALTERATION—LEVEL 2 SECTION 604 ALTERATION—LEVEL 3 SECTION 605 CHANGE OF OCCUPANCY SECTION 606 ADDITIONS SECTION 607 HISTORIC BUILDINGS SECTION 608 RELOCATED BUILDINGS
58	CHAPTER 7 ALTERATIONS—LEVEL 1 SECTION 701 GENERAL SECTION 702 BUILDING ELEMENTS AND MATERIALS
59	SECTION 703 FIRE PROTECTION SECTION 704 MEANS OF EGRESS SECTION 705 REROOFING
60	SECTION 706 STRUCTURAL SECTION 707 ENERGY CONSERVATION
62	CHAPTER 8 ALTERATIONS—LEVEL 2 SECTION 801 GENERAL SECTION 802 BUILDING ELEMENTS AND MATERIALS
64	SECTION 803 FIRE PROTECTION
66	SECTION 804 CARBON MONOXIDE DETECTION SECTION 805 MEANS OF EGRESS
67	TABLE 805.3.1.1(1) STORIES WITH ONE EXIT OR ACCESS TO ONE EXIT FOR R-2 OCCUPANCIES TABLE 805.3.1.1(2) STORIES WITH ONE EXIT OR ACCESS TO ONE EXIT FOR OTHER OCCUPANCIES
70	SECTION 806 STRUCTURAL SECTION 807 ELECTRICAL
71	SECTION 808 MECHANICAL SECTION 809 PLUMBING SECTION 810 ENERGY CONSERVATION
72	CHAPTER 9 ALTERATIONS—LEVEL 3 SECTION 901 GENERAL SECTION 902 SPECIAL USE AND OCCUPANCY SECTION 903 BUILDING ELEMENTS AND MATERIALS
73	SECTION 904 FIRE PROTECTION SECTION 905 MEANS OF EGRESS SECTION 906 STRUCTURAL
74	SECTION 907 ENERGY CONSERVATION
76	CHAPTER 10 CHANGE OF OCCUPANCY SECTION 1001 GENERAL SECTION 1002 SPECIAL USE AND OCCUPANCY SECTION 1003 BUILDING ELEMENTS AND MATERIALS
77	SECTION 1004 FIRE PROTECTION SECTION 1005 MEANS OF EGRESS SECTION 1006 STRUCTURAL SECTION 1007 ELECTRICAL
78	SECTION 1008 MECHANICAL SECTION 1009 PLUMBING SECTION 1010 OTHER REQUIREMENTS SECTION 1011 CHANGE OF OCCUPANCY CLASSIFICATION
79	TABLE 1011.4 MEANS OF EGRESS HAZARD CATEGORIES TABLE 1011.5 HEIGHTS AND AREAS HAZARD CATEGORIES
80	TABLE 1011.6 EXPOSURE OF EXTERIOR WALLS HAZARD CATEGORIES
82	CHAPTER 11 ADDITIONS SECTION 1101 GENERAL SECTION 1102 HEIGHTS AND AREAS SECTION 1103 STRUCTURAL
83	SECTION 1104 SMOKE ALARMS IN OCCUPANCY GROUPS R AND I-1 SECTION 1105 CARBON MONOXIDE ALARMS IN GROUPS I-1, I-2, I-4 AND R SECTION 1106 STORM SHELTERS SECTION 1107 ENERGY CONSERVATION
84	CHAPTER 12 HISTORIC BUILDINGS SECTION 1201 GENERAL SECTION 1202 REPAIRS SECTION 1203 FIRE SAFETY
85	SECTION 1204 CHANGE OF OCCUPANCY
86	SECTION 1205 STRUCTURAL SECTION 1206 RELOCATED BUILDINGS
88	CHAPTER 13 PERFORMANCE COMPLIANCE METHODS SECTION 1301 GENERAL
89	EQUATION 13-1 EQUATION 13-2
90	EQUATION 13-3 EQUATION 13-4 TABLE 1301.6.3 COMPARTMENTATION VALUES TABLE 1301.6.4 SEPARATION VALUES
91	TABLE 1301.6.5 CORRIDOR WALL VALUES TABLE 1301.6.6(1) VERTICAL OPENING PROTECTION VALUE TABLE 1301.6.6(2) CONSTRUCTION-TYPE FACTOR EQUATION 13-5
92	TABLE 1301.6.8 AUTOMATIC FIRE DETECTION VALUES TABLE 1301.6.9 FIRE ALARM SYSTEM VALUES TABLE 1301.6.10 SMOKE CONTROL VALUES
93	TABLE 1301.6.11 MEANS OF EGRESS VALUESa TABLE 1301.6.12 DEAD-END VALUES
94	EQUATION 13-6 TABLE 1301.6.14 ELEVATOR CONTROL VALUES TABLE 1301.6.15 MEANS OF EGRESS EMERGENCY LIGHTING VALUES
95	TABLE 1301.6.16 MIXED OCCUPANCY VALUESa TABLE 1301.6.17 SPRINKLER SYSTEM VALUES TABLE 1301.6.18 STANDPIPE SYSTEM VALUES
96	TABLE 1301.6.19 INCIDENTAL USE AREA VALUES TABLE 1301.6.20 SMOKE COMPARTMENTATION VALUES TABLE 1301.6.21.1 PATIENT ABILITY VALUES
97	TABLE 1301.6.21.2 PATIENT CONCENTRATION VALUES TABLE 1301.6.21.3 ATTENDANT-TO-PATIENT RATIO VALUES TABLE 1301.8 MANDATORY SAFETY SCORESa TABLE 1301.9 EVALUATION FORMULASa
98	TABLE 1301.7 SUMMARY SHEET—BUILDING CODE
100	CHAPTER 14 RELOCATED OR MOVED BUILDINGS SECTION 1401 GENERAL SECTION 1402 REQUIREMENTS
102	IBC CHAPTER 33 SAFEGUARDS DURING CONSTRUCTION SECTION 3301 GENERAL SECTION 3302 CONSTRUCTION SAFEGUARDS SECTION 3303 DEMOLITION SECTION 3304 SITE WORK
103	SECTION 3305 SANITARY SECTION 3306 PROTECTION OF PEDESTR TABLE 3306.1 PROTECTION OF PEDESTRIANS
104	SECTION 3307 PROTECTION OF ADJOINING PROPERTY SECTION 3308 TEMPORARY USE OF STREETS, ALLEYS AND PUBLIC PROPERTY SECTION 3309 FIRE EXTINGUISHERS SECTION 3310 MEANS OF EGRESS
105	SECTION 3311 STANDPIPES SECTION 3312 AUTOMATIC SPRINKLER SYSTEM SECTION 3313 WATER SUPPLY FOR FIRE PROTECTION SECTION 3314 FIRE WATCH DURING CONSTRUCTION
106	CHAPTER 16 REFERENCED STANDARDS ASCE/SEI ASHRAE ASME
107	ASTM ICC
108	NFPA UL
110	APPENDIX A GUIDELINES FOR THE SEISMIC RETROFIT OF EXISTING BUILDINGS CHAPTER A1 SEISMIC STRENGTHENING PROVISIONS FOR UNREINFORCED MASONRY BEARING WALL BUILDINGS
112	CHAPTER A2 EARTHQUAKE HAZARD REDUCTION IN EXISTING REINFORCED CONCRETE AND REINFORCED MASONRY WALL BUILDINGS WITH FLEXIBLE DIAPHRAGMS
114	CHAPTER A3 PRESCRIPTIVE PROVISIONS FOR SEISMIC STRENGTHENING OF CRIPPLE WALLS AND SILL PLATE ANCHORAGE OF LIGHT, WOOD-FRAME RESIDENTIAL BUILDINGS
116	CHAPTER A4 EARTHQUAKE RISK REDUCTION IN WOOD-FRAME RESIDENTIAL BUILDINGS WITH SOFT, WEAK OR OPEN FRONT WALLS
118	CHAPTER A5 REFERENCED STANDARDS
120	APPENDIX B SUPPLEMENTARY ACCESSIBILITY REQUIREMENTS FOR EXISTING BUILDINGS AND FACILITIES
122	APPENDIX C GUIDELINES FOR THE WIND RETROFIT OF EXISTING BUILDINGS CHAPTER C1 GABLE END RETROFIT FOR HIGH-WIND AREAS
124	CHAPTER C2 ROOF DECK FASTENING FOR HIGH-WIND AREAS
126	RESOURCE A GUIDELINES ON FIRE RATINGS OF ARCHAIC MATERIALS AND ASSEMBLIES INTRODUCTION PURPOSE
127	1 FIRE-RELATED PERFORMANCE OF ARCHAIC MATERIALS AND ASSEMBLIES 1.1 FIRE PERFORMANCE MEASURES
128	1.2 COMBUSTIBLE CONSTRUCTION TYPES 2 BUILDING EVALUATION 2.1 PRELIMINARY EVALUATION
129	FIGURE 1 PRELIMINARY EVALUATION FIELD NOTES
130	FIGURE 2 PRELIMINARY EVALUATION WORKSHEET
131	2.2 FIRE RESISTANCE OF EXISTING BUILDING ELEMENTS 2.3 EFFECTS OF PENETRATIONS IN FIRE RESISTANT ASSEMBLIES 3 FINAL EVALUATION AND DESIGN SOLUTION
132	3.1 THE EXPERIMENTAL APPROACH 3.2 THE THEORETICAL APPROACH HARMATHY’S TEN RULES
134	ILLUSTRATION OF HARMATHY’S RULES EXAMPLE APPLICATION OF HARMATHY’S RULES
136	3.3 “THICKNESS DESIGN” STRATEGY 3.4 EVALUATION OF DOORS
137	FIGURE 3 MODIFICATION DETAILS
138	4 SUMMARY
140	APPENDIX INTRODUCTION RESOURCE A TABLE OF CONTENTS
142	PURPOSE AND PROCEDURE
143	SECTION I – WALLS FIGURE 1.1.1 MASONRY WALLS 0″ TO LESS THAN 4″ THICK TABLE 1.1.1 MASONRY WALLS 0″ TO LESS THAN 4″ THICK
144	TABLE 1.1.1—continued MASONRY WALLS 0″ TO LESS THAN 4″ THICK
145	TABLE 1.1.1—continued MASONRY WALLS 0″ TO LESS THAN 4″ THICK
146	FIGURE 1.1.2 MASONRY WALLS 4″ TO LESS THAN 6″ THICK TABLE 1.1.2 MASONRY WALLS 4″ TO LESS THAN 6″ THICK
147	TABLE 1.1.2—continued MASONRY WALLS 4″ TO LESS THAN 6″ THICK
148	TABLE 1.1.2—continued MASONRY WALLS 4″ TO LESS THAN 6″ THICK
149	TABLE 1.1.2—continued MASONRY WALLS 4″ TO LESS THAN 6″ THICK
150	TABLE 1.1.2—continued MASONRY WALLS 4″ TO LESS THAN 6″ THICK
151	TABLE 1.1.2—continued MASONRY WALLS 4″ TO LESS THAN 6″ THICK
152	TABLE 1.1.2—continued MASONRY WALLS 4″ TO LESS THAN 6″ THICK
153	FIGURE 1.1.3 MASONRY WALLS 6″ TO LESS THAN 8″ THICK TABLE 1.1.3 MASONRY WALLS 6″ TO LESS THAN 8″ THICK
154	TABLE 1.1.3—continued MASONRY WALLS 6″ TO LESS THAN 8″ THICK
155	TABLE 1.1.3—continued MASONRY WALLS 6″ TO LESS THAN 8″ THICK
156	TABLE 1.1.3—continued MASONRY WALLS 6″ TO LESS THAN 8″ THICK
157	TABLE 1.1.3—continued MASONRY WALLS 6″ TO LESS THAN 8″ THICK
158	FIGURE 1.1.4 MASONRY WALLS 8″ TO LESS THAN 10″ THICK TABLE 1.1.4 MASONRY WALLS 8″ TO LESS THAN 10″ THICK
159	TABLE 1.1.4—continued MASONRY WALLS 8″ TO LESS THAN 10″ THICK
160	TABLE 1.1.4—continued MASONRY WALLS 8″ TO LESS THAN 10″ THICK
161	TABLE 1.1.4—continued MASONRY WALLS 8″ TO LESS THAN 10″ THICK
162	TABLE 1.1.4—continued MASONRY WALLS 8″ TO LESS THAN 10″ THICK
163	TABLE 1.1.4—continued MASONRY WALLS 8″ TO LESS THAN 10″ THICK
164	TABLE 1.1.4—continued MASONRY WALLS 8″ TO LESS THAN 10″ THICK
165	TABLE 1.1.4—continued MASONRY WALLS 8″ TO LESS THAN 10″ THICK
166	FIGURE 1.1.5 MASONRY WALLS 10″ TO LESS THAN 12″ THICK TABLE 1.1.5 MASONRY WALLS 10″ TO LESS THAN 12″ THICK
167	TABLE 1.1.5—continued MASONRY WALLS 10″ TO LESS THAN 12″ THICK
168	TABLE 1.1.5—continued MASONRY WALLS 10″ TO LESS THAN 12″ THICK
169	TABLE 1.1.5—continued MASONRY WALLS 10″ TO LESS THAN 12″ THICK
170	FIGURE 1.1.6 MASONRY WALLS 12″ TO LESS THAN 14″ THICK TABLE 1.1.6 MASONRY WALLS 12″ TO LESS THAN 14″ THICK
171	TABLE 1.1.6—continued MASONRY WALLS 12″ TO LESS THAN 14″ THICK
172	TABLE 1.1.6—continued MASONRY WALLS 12″ TO LESS THAN 14″ THICK
173	TABLE 1.1.6—continued MASONRY WALLS 12″ TO LESS THAN 14″ THICK
174	TABLE 1.1.6—continued MASONRY WALLS 12″ TO LESS THAN 14″ THICK
175	TABLE 1.1.6—continued MASONRY WALLS 12″ TO LESS THAN 14″ THICK
176	FIGURE 1.1.7 MASONRY WALLS 14″ OR MORE THICK TABLE 1.1.7 MASONRY WALLS 14″ OR MORE THICK
177	TABLE 1.1.7—continued MASONRY WALLS 14″ OR MORE THICK
178	TABLE 1.1.7—continued MASONRY WALLS 14″ OR MORE THICK
179	FIGURE 1.2.1 METAL FRAME WALLS 0″ TO LESS THAN 4″ THICK TABLE 1.2.1 METAL FRAME WALLS 0″ TO LESS THAN 4″ THICK
180	TABLE 1.2.1—continued METAL FRAME WALLS 0″ TO LESS THAN 4″ THICK
181	TABLE 1.2.1—continued METAL FRAME WALLS 0″ TO LESS THAN 4″ THICK
182	TABLE 1.2.1—continued METAL FRAME WALLS 0″ TO LESS THAN 4″ THICK
183	FIGURE 1.2.2 METAL FRAME WALLS 4″ TO LESS THAN 6″ THICK TABLE 1.2.2 METAL FRAME WALLS 4″ TO LESS THAN 6″ THICK
184	TABLE 1.2.2—continued METAL FRAME WALLS 4″ TO LESS THAN 6″ THICK
185	TABLE 1.2.3 METAL FRAME WALLS 6″ TO LESS THAN 8″ THICK
186	TABLE 1.2.4 METAL FRAME WALLS 8″ TO LESS THAN 10″ THICK
187	TABLE 1.3.1 WOOD FRAME WALLS 0″ TO LESS THAN 4″ THICK
188	FIGURE 1.3.2 WOOD FRAME WALLS 4″ TO LESS THAN 6″ THICK TABLE 1.3.2 WOOD FRAME WALLS 4″ TO LESS THAN 6″ THICK
189	TABLE 1.3.2—continued WOOD FRAME WALLS 4″ TO LESS THAN 6″ THICK
190	TABLE 1.3.2—continued WOOD FRAME WALLS 4″ TO LESS THAN 6″ THICK.
191	TABLE 1.3.2—continued WOOD FRAME WALLS 4″ TO LESS THAN 6″ THICK
192	TABLE 1.3.2—continued WOOD FRAME WALLS 4″ TO LESS THAN 6″ THICK
193	TABLE 1.3.2—continued WOOD FRAME WALLS 4″ TO LESS THAN 6″ THICK
194	TABLE 1.3.2—continued WOOD FRAME WALLS 4″ TO LESS THAN 6″ THICK
195	TABLE 1.3.2—continued WOOD FRAME WALLS 4″ TO LESS THAN 6″ THICK
196	TABLE 1.3.3 WOOD FRAME WALLS 6″ TO LESS THAN 8″ THICK TABLE 1.4.1 MISCELLANEOUS MATERIALS WALLS 0″ TO LESS THAN 4″ THICK
197	TABLE 1.4.2 MISCELLANEOUS MATERIALS WALLS 4″ TO LESS THAN 6″ THICK
198	FIGURE 1.5.1 FINISH RATINGS—INORGANIC MATERIALS TABLE 1.5.1 FINISH RATINGS—IN ORGANIC MATERIALS
199	TABLE 1.5.1—continued FINISH RATINGS—INORGANIC MATERIALS TABLE 1.5.2 FINISH RATINGS—ORGANIC MATERIALS
200	SECTION II COLUMNS TABLE 2.1.1 REINFORCED CONCRETE COLUMNS MINIMUM DIMENSION 0″ TO LESS THAN 6″
201	FIGURE 2.1.2 REINFORCED CONCRETE COLUMNS MINIMUM DIMENSION 10″ TO LESS THAN 12″ TABLE 2.1.2 REINFORCED CONCRETE COLUMNS MINIMUM DIMENSION 10″ TO LESS THAN 12″
202	TABLE 2.1.2—continued REINFORCED CONCRETE COLUMNS MINIMUM DIMENSION 10″ TO LESS THAN 12″
203	TABLE 2.1.2—continued REINFORCED CONCRETE COLUMNS MINIMUM DIMENSION 10″ TO LESS THAN 12″
204	TABLE 2.1.3 REINFORCED CONCRETE COLUMNS MINIMUM DIMENSION 12″ TO LESS THAN 14″
205	TABLE 2.1.4 REINFORCED CONCRETE COLUMNS MINIMUM DIMENSION 14″ TO LESS THAN 16″
206	FIGURE 2.1.5 REINFORCED CONCRETE COLUMNS MINIMUM DIMENSION 16″ TO LESS THAN 18″ TABLE 2.1.5 REINFORCED CONCRETE COLUMNS MINIMUM DIMENSION 16″ TO LESS THAN 18″
207	TABLE 2.1.5—continued REINFORCED CONCRETE COLUMNS MINIMUM DIMENSION 16″ TO LESS THAN 18″
208	TABLE 2.1.6 REINFORCED CONCRETE COLUMNS MINIMUM DIMENSION 18″ TO LESS THAN 20″
209	FIGURE 2.1.7 REINFORCED CONCRETE COLUMNS MINIMUM DIMENSION 20″ TO LESS THAN 22″ TABLE 2.1.7 REINFORCED CONCRETE COLUMNS MINIMUM DIMENSION 20″ TO LESS THAN 22″
210	TABLE 2.1.7—continued REINFORCED CONCRETE COLUMNS MINIMUM DIMENSION 20″ TO LESS THAN 22″ TABLE 2.1.8 HEXAGONAL REINFORCED CONCRETE COLUMNS MINIMUM DIMENSION 12″ TO LESS THAN 14″
211	TABLE 2.1.9 HEXAGONAL REINFORCED CONCRETE COLUMNS MINIMUM DIMENSION 14″ TO LESS THAN 16″ TABLE 2.1.10 HEXAGONAL REINFORCED CONCRETE COLUMNS DIAMETER—16″ TO LESS THAN 18″ TABLE 2.1.11 HEXAGONAL REINFORCED CONCRETE COLUMNS DIAMETER—20″ TO LESS THAN 22″
212	TABLE 2.2 ROUND CAST IRON COLUMNS
213	FIGURE 2.3 STEEL COLUMNS-GYPSUM ENCASEMENTS TABLE 2.3 STEEL COLUMNS—GYPSUM ENCASEMENTS
214	TABLE 2.3—continued STEEL COLUMNS—GYPSUM ENCASEMENTS TABLE 2.4 TIMBER COLUMNS MINIMUM DIMENSION TABLE 2.5.1.1 STEEL COLUMNS—CONCRETE ENCASEMENTS MINIMUM DIMENSION LESS THAN 6″
215	TABLE 2.5.1.2 STEEL COLUMNS—CONCRETE ENCASEMENTS 6″ TO LESS THAN 8″ THICK
216	FIGURE 2.5.1.3 STEEL COLUMNS—CONCRETE ENCASEMENTS MINIMUM DIMENSION 8″ TO LESS THAN 10″ TABLE 2.5.1.3 STEEL COLUMNS—CONCRETE ENCASEMENTS MINIMUM DIMENSION 8″ TO LESS THAN 10″
217	TABLE 2.5.1.3—continued STEEL COLUMNS—CONCRETE ENCASEMENTS MINIMUM DIMENSION 8″ TO LESS THAN 10″
218	FIGURE 2.5.1.4 STEEL COLUMNS—CONCRETE ENCASEMENTS MINIMUM DIMENSION 10″ TO LESS THAN 12″ TABLE 2.5.1.4 STEEL COLUMNS—CONCRETE ENCASEMENTS MINIMUM DIMENSION 10″ TO LESS THAN 12″
219	TABLE 2.5.1.4—continued STEEL COLUMNS—CONCRETE ENCASEMENTS MINIMUM DIMENSION 10″ TO LESS THAN 12″
220	TABLE 2.5.1.4—continued STEEL COLUMNS—CONCRETE ENCASEMENTS MINIMUM DIMENSION 10″ TO LESS THAN 12″
221	TABLE 2.5.1.4—continued STEEL COLUMNS—CONCRETE ENCASEMENTS MINIMUM DIMENSION 10″ TO LESS THAN 12″
222	FIGURE 2.5.1.5 STEEL COLUMNS—CONCRETE ENCASEMENTS MINIMUM DIMENSION 12″ TO LESS THAN 14″ TABLE 2.5.1.5 STEEL COLUMNS—CONCRETE ENCASEMENTS MINIMUM DIMENSION 12″ TO LESS THAN 14″
223	TABLE 2.5.1.5—continued STEEL COLUMNS—CONCRETE ENCASEMENTS MINIMUM DIMENSION 12″ TO LESS THAN 14″
224	FIGURE 2.5.1.6 STEEL COLUMNS—CONCRETE ENCASEMENTS MINIMUM DIMENSION 14″ TO LESS THAN 16″ TABLE 2.5.1.6 STEEL COLUMNS—CONCRETE ENCASEMENTS MINIMUM DIMENSION 14″ TO LESS THAN 16″
225	TABLE 2.5.1.6—continued STEEL COLUMNS—CONCRETE ENCASEMENTS MINIMUM DIMENSION 14″ TO LESS THAN 16″
226	TABLE 2.5.1.7 STEEL COLUMNS—CONCRETE ENCASEMENTS MINIMUM DIMENSION 16″ TO LESS THAN 18″ TABLE 2.5.2.1 STEEL COLUMNS—BRICK AND BLOCK ENCASEMENTS MINIMUM DIMENSION 10″ TO LESS THAN 12″
227	TABLE 2.5.2.2 STEEL COLUMNS—BRICK AND BLOCK ENCASEMENTS MINIMUM DIMENSION 12″ TO LESS THAN 14″ TABLE 2.5.2.3 STEEL COLUMNS—BRICK AND BLOCK ENCASEMENTS MINIMUM DIMENSION 14″ TO LESS THAN 16″
228	TABLE 2.5.3.1 STEEL COLUMNS—PLASTER ENCASEMENTS MINIMUM DIMENSION 6″ TO LESS THAN 8″ TABLE 2.5.3.2 STEEL COLUMNS—PLASTER ENCASEMENTS MINIMUM DIMENSION 8″ TO LESS THAN 10″ TABLE 2.5.4.1 STEEL COLUMNS—MISCELLANEOUS ENCASEMENTS MINIMUM DIMENSION 6″ TO LESS THAN 8″
229	TABLE 2.5.4.2 STEEL COLUMNS—MISCELLANEOUS ENCASEMENTS MINIMUM DIMENSION 8″ TO LESS THAN 10″ TABLE 2.5.4.3 STEEL COLUMNS—MISCELLANEOUS ENCASEMENTS MINIMUM DIMENSION 10″ TO LESS THAN 12″ TABLE 2.5.4.4 STEEL COLUMNS—MISCELLANEOUS ENCASEMENTS MINIMUM DIMENSION 12″ TO LESS THAN 14″
230	SECTION III FLOOR/CEILING ASSEMBLIES FIGURE 3.1 FLOOR/CEILING ASSEMBLIES—REINFORCED CONCRETE TABLE 3.1 FLOOR/CEILING ASSEMBLIES—REINFORCED CONCRETE
231	TABLE 3.1—continued FLOOR/CEILING ASSEMBLIES—REINFORCED CONCRETE
232	TABLE 3.1—continued FLOOR/CEILING ASSEMBLIES—REINFORCED CONCRETE
233	TABLE 3.1—continued FLOOR/CEILING ASSEMBLIES—REINFORCED CONCRETE
234	TABLE 3.1—continued FLOOR/CEILING ASSEMBLIES—REINFORCED CONCRETE
235	TABLE 3.1—continued FLOOR/CEILING ASSEMBLIES—REINFORCED CONCRETE
236	FIGURE 3.2 FLOOR/CEILING ASSEMBLIES—STEEL STRUCTURAL ELEMENTS TABLE 3.2 FLOOR/CEILING ASSEMBLIES—STEEL STRUCTURAL ELEMENTS
237	TABLE 3.2—continued FLOOR/CEILING ASSEMBLIES—STEEL STRUCTURAL ELEMENTS
238	TABLE 3.2—continued FLOOR/CEILING ASSEMBLIES—STEEL STRUCTURAL ELEMENTS
239	TABLE 3.2—continued FLOOR/CEILING ASSEMBLIES—STEEL STRUCTURAL ELEMENTS
240	TABLE 3.2—continued FLOOR/CEILING ASSEMBLIES—STEEL STRUCTURAL ELEMENTS
241	TABLE 3.2—continued FLOOR/CEILING ASSEMBLIES—STEEL STRUCTURAL ELEMENTS
242	FIGURE 3.3 FLOOR/CEILING ASSEMBLIES—WOOD JOIST TABLE 3.3 FLOOR/CEILING ASSEMBLIES—WOOD JOIST
243	TABLE 3.3—continued FLOOR/CEILING ASSEMBLIES—WOOD JOIST
244	TABLE 3.3—continued FLOOR/CEILING ASSEMBLIES—WOOD JOIST
245	TABLE 3.3—continued FLOOR/CEILING ASSEMBLIES—WOOD JOIST
246	FIGURE 3.4 FLOOR/CEILING ASSEMBLIES—HOLLOW CLAY TILE WITH REINFORCED CONCRETE TABLE 3.4 FLOOR/CEILING ASSEMBLIES—HOLLOW CLAY TILE WITH REINFORCED CONCRETE
247	TABLE 3.4—continued FLOOR/CEILING ASSEMBLIES—HOLLOW CLAY TILE WITH REINFORCED CONCRETE
248	TABLE 3.4—continued FLOOR/CEILING ASSEMBLIES-HOLLOW CLAY TILE WITH REINFORCED CONCRETE
249	SECTION IV BEAMS TABLE 4.1.1 REINFORCED CONCRETE BEAMS DEPTH 10″ TO LESS THAN 12″
250	TABLE 4.1.1—continued REINFORCED CONCRETE BEAMS DEPTH 10″ TO LESS THAN 12″
251	TABLE 4.1.1—continued REINFORCED CONCRETE BEAMS DEPTH 10″ TO LESS THAN 12″
252	TABLE 4.1.2 REINFORCED CONCRETE BEAMS DEPTH 12″ TO LESS THAN 14″
253	TABLE 4.1.2—continued REINFORCED CONCRETE BEAMS DEPTH 12″ TO LESS THAN 14″
254	TABLE 4.1.3 REINFORCED CONCRETE BEAMS DEPTH 14″ TO LESS THAN 16″
255	TABLE 4.2.1 REINFORCED CONCRETE BEAMS—UNPROTECTED DEPTH 10″ TO LESS THAN 12″ TABLE 4.2.2 STEEL BEAMS—CONCRETE PROTECTION DEPTH 10″ TO LESS THAN 12″
256	SECTION V DOORS FIGURE 5.1 RESISTANCE OF DOORS TO FIRE EXPOSURE TABLE 5.1 RESISTANCE OF DOORS TO FIRE EXPOSURE
257	TABLE 5.1—continued RESISTANCE OF DOORS TO FIRE EXPOSURE
258	TABLE 5.1—continued RESISTANCE OF DOORS TO FIRE EXPOSURE
259	BIBLIOGRAPHY
266	INDEX

MN BuildingCode 1stptg 2020.pdf

Sat, 19 Oct 2024 13:26:41 +0000

2020 City of Los Angeles amendment pages for integration with the 2019 California Building Code

PDF Catalog

PDF Pages	PDF Title
1	2020 MINNESOTA BUILDING CODE
2	2020 MINNESOTA BUILDING CODE TITLE PAGE
3	COPYRIGHT
4	MINNESOTA DEPARTMENT OF LABOR AND INDUSTRY
5	IMPORTANT DISCLAIMER
6	PREFACE
12	EFFECTIVE USE OF THE INTERNATIONAL BUILDING CODE
22	TABLE OF CONTENTS
30	2020 MINNESOTA BUILDING CODE ADMINISTRATION 1300.0010 ADMINISTRATION 1300.0020 TITLE 1300.0030 PURPOSE AND APPLICATION 1300.0040 SCOPE
31	1300.0050 CHAPTERS OF MINNESOTA STATE BUILDING CODE 1300.0060 OPTIONAL ADMINISTRATION 1300.0070 DEFINITIONS
32	1300.0080 CODE ADOPTION AND AMENDMENTS 1300.0090 DEPARTMENT OF BUILDING SAFETY 1300.0110 DUTIES AND POWERS OF BUILDING OFFICIAL
34	1300.0120 PERMITS
36	1300.0130 CONSTRUCTION DOCUMENTS
37	1300.0140 VIOLATIONS 1300.0150 VIOLATIONS, PENALTY 1300.0160 FEES
38	1300.0170 STOP WORK ORDER
39	1300.0180 UNSAFE BUILDINGS OR STRUCTURES 1300.0190 TEMPORARY STRUCTURES AND USES 1300.0210 INSPECTIONS
40	1300.0215 PLUMBING
41	1300.0220 CERTIFICATE OF OCCUPANCY 1300.0225 MAINTENANCE 1300.0230 BOARD OF APPEALS
42	1300.0240 DISCLAIMER CLAUSE 1300.0250 SEVERABILITY
44	2020 MINNESOTA PROVISIONS TO THE MINNESOTA STATE BUILDING CODE (INCLUDING RADON) 1303.1000 TITLE 1303.1100 PURPOSE 1303.1200 RESTROOM FACILITIES IN PUBLIC ACCOMMODATIONS 1303.1300 SPACE FOR COMMUTER VANS 1303.1400 AUTOMATIC GARAGE DOOR OPENING SYSTEMS 1303.1500 RECYCLING SPACE TABLE 1-A MINIMUM RECYCLING SPACE REQUIREMENTS
45	TABLE 1-A MINIMUM RECYCLING SPACE REQUIREMENTS—continued 1303.1600 FOOTING DEPTH FOR FROST PROTECTION 1303.1700 GROUND SNOW LOAD 1303.2000 EXTERIOR WOOD DECKS, PATIOS, AND BALCONIES 1303.2100 BLEACHER SAFETY
46	1303.2200 SIMPLIFIED WIND LOADS TABLE P alta 1303.2400 PURPOSE AND SCOPE
47	1303.2401 DEFINITIONS 1303.2402 REQUIREMENTS FOR PASSIVE RADON CONTROL SYSTEMS
48	1303.2403 REQUIREMENTS FOR ACTIVE RADON CONTROL SYSTEMS
50	MINNESOTA RULES, CHAPTER 1305 1305.0011 ADOPTION OF INTERNATIONAL BUILDING CODE BY REFERENCE AND ADMINISTRATIVE AUTHORITY 1305.0021 REFERENCES TO OTHER INTERNATIONAL CODE COUNCIL CODES
51	1305.0030 ADMINISTRATIVE PROCEDURE CRITERIA 1305.0101 CHAPTER 1, ADMINISTRATION CHAPTER 1 ADMINISTRATION
52	CHAPTER 1 SCOPE AND ADMINISTRATION
54	CHAPTER 2 DEFINITIONS SECTION 201 GENERAL SECTION 202 DEFINITIONS
86	CHAPTER 3 OCCUPANCY CLASSIFICATION AND USE SECTION 301 SCOPE SECTION 302 OCCUPANCY CLASSIFICATION AND USE DESIGNATION TABLE 302.2 CARE FACILITIES (Occupancies for care facilities shall be classified in accordance with the following table)
87	TABLE 302.2—continued CARE FACILITIES (Occupancies for care facilities shall be classified in accordance with the following table)
88	TABLE 302.2—continued CARE FACILITIES (Occupancies for care facilities shall be classified in accordance with the following table)
89	TABLE 302.2—continued CARE FACILITIES (Occupancies for care facilities shall be classified in accordance with the following table) SECTION 303 ASSEMBLY GROUP A
90	SECTION 304 BUSINESS GROUP B SECTION 305 EDUCATIONAL GROUP E
91	SECTION 306 FACTORY GROUP F SECTION 307 HIGH-HAZARD GROUP H
92	TABLE 307.1(1) MAXIMUM ALLOWABLE QUANTITY PER CONTROL AREA OF HAZARDOUS MATERIALS POSING A PHYSICAL HAZARD
93	TABLE 307.1(1)—continued MAXIMUM ALLOWABLE QUANTITY PER CONTROL AREA OF HAZARDOUS MATERIALS POSING A PHYSICAL HAZARD
94	[F] TABLE 307.1(2) MAXIMUM ALLOWABLE QUANTITY PER CONTROL AREA OF HAZARDOUS MATERIALS POSING A HEALTH HAZARD
95	SECTION 308 INSTITUTIONAL GROUP I
96	SECTION 309 MERCANTILE GROUP M
97	SECTION 310 RESIDENTIAL GROUP R
98	SECTION 311 STORAGE GROUP S SECTION 312 UTILITY AND MISCELLANEOUS GROUP U
100	CHAPTER 4 SPECIAL DETAILED REQUIREMENTS BASED ON OCCUPANCY AND USE SECTION 401 SCOPE SECTION 402 COVERED MALL AND OPEN MALL BUILDINGS
103	EQUATION 4-1
104	SECTION 403 HIGH-RISE BUILDINGS
105	TABLE 403.2.4 MINIMUM BOND STRENGTH
107	SECTION 404 ATRIUMS
108	SECTION 405 UNDERGROUND BUILDINGS
109	SECTION 406 MOTOR-VEHICLE-RELATED OCCUPANCIES
111	TABLE 406.5.4 OPEN PARKING GARAGES AREA AND HEIGHT
113	SECTION 407 GROUP I-2
116	SECTION 408 GROUP I-3
118	SECTION 409 MOTION PICTURE PROJECTION ROOMS
119	SECTION 410 STAGES, PLATFORMS AND TECHNICAL PRODUCTION AREAS
121	SECTION 411 SPECIAL AMUSEMENT BUILDINGS SECTION 412 AIRCRAFT-RELATED OCCUPANCIES
122	TABLE 412.2.1.1 HEIGHT LIMITATIONS FOR AIRPORT TRAFFIC CONTROL TOWERS
123	[F] TABLE 412.3.6 HANGAR FIRE SUPPRESSION REQUIREMENTS
125	TABLE 412.6 AIRCRAFT MANUFACTURING EXIT ACCESS TRAVEL DISTANCE SECTION 413 COMBUSTIBLE STORAGE SECTION 414 HAZARDOUS MATERIALS
126	[F] TABLE 414.2.2 DESIGN AND NUMBER OF CONTROL AREAS
127	[F] TABLE 414.2.5(1) MAXIMUM ALLOWABLE QUANTITY PER INDOOR AND OUTDOOR CONTROL AREA IN GROUP M AND S OCCUPANCIES NONFLAMMABLE SOLIDS AND NONFLAMMABLE AND NONCOMBUSTIBLE LIQUIDS
128	[F] TABLE 414.2.5(2) MAXIMUM ALLOWABLE QUANTITY OF FLAMMABLE AND COMBUSTIBLE LIQUIDS IN WHOLESALE AND RETAIL SALES OCCUPANCIES PER CONTROL AREA SECTION 415 GROUPS H-1, H-2, H-3, H-4 AND H-5
129	[F] TABLE 414.5.1 EXPLOSION CONTROL REQUIREMENTS
131	[F] TABLE 415.6.2 DETACHED BUILDING REQUIRED
133	[F] TABLE 415.11.1.1.1 QUANTITY LIMITS FOR HAZARDOUS MATERIALS IN A SINGLE FABRICATION AREA IN GROUP H-5
138	SECTION 416 SPRAY APPLICATION OF FLAMMABLE FINISHES
139	SECTION 417 DRYING ROOMS SECTION 418 ORGANIC COATINGS SECTION 419 LIVE/WORK UNITS Deleted SECTION 420 GROUPS I-1, R-1, R-2, R-3 AND R-4
141	SECTION 421 HYDROGEN FUEL GAS ROOMS SECTION 422 AMBULATORY CARE FACIILITIES
142	SECTION 423 STORM SHELTERS SECTION 424 CHILDREN’S PLAY STRUCTURES
143	SECTION 425 HYPERBARIC FACILITIES SECTION [F] 426 COMBUSTIBLE DUSTS, GRAIN PROCESSING AND STORAGE
144	SECTION 427 MEDICAL GAS SYSTEMS SECTION 428 HIGHER EDUCATION LABORATORIES
145	[F] TABLE 428.3 DESIGN AND NUMBER OF LABORATORY SUITES PER FLOOR SECTION 429 GROUP E OCCUPANCIES
148	CHAPTER 5 GENERAL BUILDING HEIGHTS AND AREAS SECTION 501 GENERAL SECTION 502 BUILDING ADDRESS SECTION 503 GENERAL BUILDING HEIGHT AND AREA LIMITATIONS
149	SECTION 504 BUILDING HEIGHT AND NUMBER OF STORIES TABLE 504.3 ALLOWABLE BUILDING HEIGHT IN FEET ABOVE GRADE PLANE
150	SECTION 505 MEZZANINES AND EQUIPMENT PLATFORMS
151	TABLE 504.4 ALLOWABLE NUMBER OF STORIES ABOVE GRADE PLANE
152	TABLE 504.4—continued ALLOWABLE NUMBER OF STORIES ABOVE GRADE PLANE
153	SECTION 506 BUILDING AREA EQUATION 5-1 EQUATION 5-2 EQUATION 5-3
154	TABLE 506.2 ALLOWABLE AREA FACTOR (At = NS, S1, S13R, S13D or SM, as applicable) IN SQUARE FEET
155	TABLE 506.2—continued ALLOWABLE AREA FACTOR (At = NS, S1, S13R, S13D or SM, as applicable) IN SQUARE FEET
156	TABLE 506.2—continued ALLOWABLE AREA FACTOR (At = NS, S1, S13R, S13D or SM, as applicable) IN SQUARE FEET EQUATION 5-4 EQUATION 5-5 SECTION 507 UNLIMITED AREA BUILDINGS
158	SECTION 508 MIXED USE AND OCCUPANCY
160	TABLE 508.4 REQUIRED SEPARATION OF OCCUPANCIES (HOURS)f SECTION 509 INCIDENTAL USES
161	[F] TABLE 509 INCIDENTAL USES SECTION 510 SPECIAL PROVISIONS
164	CHAPTER 6 TYPES OF CONSTRUCTION SECTION 601 GENERAL TABLE 601 FIRE-RESISTANCE RATING REQUIREMENTS FOR BUILDING ELEMENTS (HOURS) SECTION 602 CONSTRUCTION CLASSIFICATION
165	TABLE 602 FIRE-RESISTANCE RATING REQUIREMENTS FOR EXTERIOR WALLS BASED ON FIRE SEPARATION DISTANCEa SECTION 603 COMBUSTIBLE MATERIAL IN TYPES I AND II CONSTRUCTION
168	CHAPTER 7 FIRE AND SMOKE PROTECTION FEATURES SECTION 701 GENERAL SECTION 702 MULTIPLE USE FIRE ASSEMBLIES SECTION 703 FIRE-RESISTANCE RATINGS AND FIRE TESTS
169	SECTION 704 FIRE-RESISTANCE RATING OF STRUCTURAL MEMBERS
171	SECTION 705 EXTERIOR WALLS TABLE 705.2 MINIMUM DISTANCE OF PROJECTION
172	EQUATION 7-1 EQUATION 7-2
173	FIGURE 705.7 EQUIVALENT OPENING FACTOR
174	TABLE 705.8 MAXIMUM AREA OF EXTERIOR WALL OPENINGS BASED ON FIRE SEPARATION DISTANCE AND DEGREE OF OPENING PROTECTION
175	SECTION 706 FIRE WALLS
176	TABLE 706.4 FIRE WALL FIRE-RESISTANCE RATINGS
177	SECTION 707 FIRE BARRIERS
178	TABLE 707.3.10 FIRE-RESISTANCE RATING REQUIREMENTS FOR FIRE BARRIERS, FIRE WALLS OR HORIZONTAL ASSEMBLIES BETWEEN FIRE AREAS
179	SECTION 708 FIRE PARTITIONS
180	SECTION 709 SMOKE BARRIERS
181	SECTION 710 SMOKE PARTITIONS SECTION 711 FLOOR AND ROOF ASSEMBLIES
182	SECTION 712 VERTICAL OPENINGS
184	SECTION 713 SHAFT ENCLOSURES
185	SECTION 714 PENETRATIONS
188	SECTION 715 FIRE-RESISTANT JOINT SYSTEMS
189	SECTION 716 OPENING PROTECTIVES
190	TABLE 716.1(1) MARKING FIRE-RATED GLAZING ASSEMBLIES
191	TABLE 716.1(2) OPENING FIRE PROTECTION ASSEMBLIES, RATINGS AND MARKINGS
192	TABLE 716.1(2)—continued OPENING FIRE PROTECTION ASSEMBLIES, RATINGS AND MARKINGS
195	TABLE 716.1(3) FIRE WINDOW ASSEMBLY FIRE PROTECTION RATINGS SECTION 717 DUCTS AND AIR TRANSFER OPENINGS
196	TABLE 717.3.2.1 FIRE DAMPER RATING
200	SECTION 718 CONCEALED SPACES
202	SECTION 719 FIRE-RESISTANCE REQUIREMENTS FOR PLASTER SECTION 720 THERMAL- AND SOUND-INSULATING MATERIALS
203	SECTION 721 PRESCRIPTIVE FIRE RESISTANCE SECTION 722 CALCULATED FIRE RESISTANCE
204	TABLE 721.1(1) MINIMUM PROTECTION OF STRUCTURAL PARTS BASED ON TIME PERIODS FOR VARIOUS NONCOMBUSTIBLE INSULATING MATERIALSm
205	TABLE 721.1(1)—continued MINIMUM PROTECTION OF STRUCTURAL PARTS BASED ON TIME PERIODS FOR VARIOUS NONCOMBUSTIBLE INSULATING MATERIALSm
206	TABLE 721.1(1)—continued MINIMUM PROTECTION OF STRUCTURAL PARTS BASED ON TIME PERIODS FOR VARIOUS NONCOMBUSTIBLE INSULATING MATERIALSm
207	TABLE 721.1(1)—continued MINIMUM PROTECTION OF STRUCTURAL PARTS BASED ON TIME PERIODS FOR VARIOUS NONCOMBUSTIBLE INSULATING MATERIALSm
208	TABLE 721.1(2) RATED FIRE-RESISTANCE PERIODS FOR VARIOUS WALLS AND PARTITIONS
209	TABLE 721.1(2)—continued RATED FIRE-RESISTANCE PERIODS FOR VARIOUS WALLS AND PARTITIONS
210	TABLE 721.1(2) —continued RATED FIRE-RESISTANCE PERIODS FOR VARIOUS WALLS AND PARTITIONS
211	TABLE 721.1(2)—continued RATED FIRE-RESISTANCE PERIODS FOR VARIOUS WALLS AND PARTITIONS
212	TABLE 721.1(2)—continued RATED FIRE-RESISTANCE PERIODS FOR VARIOUS WALLS AND PARTITIONS
213	TABLE 721.1(2)—continued RATED FIRE-RESISTANCE PERIODS FOR VARIOUS WALLS AND PARTITIONS
214	TABLE 721.1(2)—continued RATED FIRE-RESISTANCE PERIODS FOR VARIOUS WALLS AND PARTITIONS
215	TABLE 721.1(2)—continuedRATED FIRE-RESISTANCE PERIODS FOR VARIOUS WALLS AND PARTITIONS
216	TABLE 721.1(2)—continued RATED FIRE-RESISTANCE PERIODS FOR VARIOUS WALLS AND PARTITIONS TABLE 721.1(3) MINIMUM PROTECTION FOR FLOOR AND ROOF SYSTEMSa, q
217	TABLE 721.1(3)—continued MINIMUM PROTECTION FOR FLOOR AND ROOF SYSTEMSa, q
218	TABLE 721.1(3)—continued MINIMUM PROTECTION FOR FLOOR AND ROOF SYSTEMSa, q
219	TABLE 721.1(3)—continued MINIMUM PROTECTION FOR FLOOR AND ROOF SYSTEMSa, q
220	TABLE 721.1(3)—continued MINIMUM PROTECTION FOR FLOOR AND ROOF SYSTEMSa, q
221	TABLE 721.1(3)—continued MINIMUM PROTECTION FOR FLOOR AND ROOF SYSTEMSa, q
222	TABLE 721.1(3)—continued MINIMUM PROTECTION FOR FLOOR AND ROOF SYSTEMSa, q
223	TABLE 721.1(3)—continued MINIMUM PROTECTION FOR FLOOR AND ROOF SYSTEMSa, q
224	TABLE 721.1(3)—continued MINIMUM PROTECTION FOR FLOOR AND ROOF SYSTEMSa, q
225	TABLE 721.1(3)—continued MINIMUM PROTECTION FOR FLOOR AND ROOF SYSTEMSa, q
226	TABLE 721.1(3)—continued MINIMUM PROTECTION FOR FLOOR AND ROOF SYSTEMSa, q
227	TABLE 722.2.1.1 MINIMUM EQUIVALENT THICKNESS OF CAST-IN-PLACE OR PRECAST CONCRETE WALLS, LOAD-BEARING OR NONLOAD-BEARING EQUATION 7-3 EQUATION 7-4 FIGURE 722.2.1.3.1 CERAMIC FIBER JOINT PROTECTION
228	FIGURE 722.2.1.2 FIRE-RESISTANCE RATINGS OF TWO-WYTHE CONCRETE WALLS TABLE 722.2.1.2(1) VALUES OF Rn0.59 FOR USE IN EQUATION 7-4 TABLE 722.2.1.2(2) FIRE-RESISTANCE RATINGS BASED ON R0.59
229	TABLE 722.2.1.4(1) MULTIPLYING FACTOR FOR FINISHES ON NONFIRE-EXPOSED SIDE OF WALL TABLE 722.2.1.4(2) TIME ASSIGNED TO FINISH MATERIALS ON FIRE-EXPOSED SIDE OF WALL
230	TABLE 722.2.2.1 MINIMUM SLAB THICKNESS (inches) FIGURE 722.2.2.1.2 DETERMINATION OF SLAB THICKNESS FOR SLOPING SOFFITS EQUATION 7-5 FIGURE 722.2.2.1.3 SLABS WITH RIBBED OR UNDULATING SOFFITS FIGURE 722.2.2.2 FIRE-RESISTANCE RATINGS FOR TWO-COURSE CONCRETE FLOORS
231	FIGURE 722.2.2.3(1) FIRE-RESISTANCE RATINGS FOR CONCRETE ROOF ASSEMBLIES FIGURE 722.2.2.3(2) FIRE-RESISTANCE RATINGS FOR CONCRETE ROOF ASSEMBLIES
232	TABLE 722.2.3(1) COVER THICKNESS FOR REINFORCED CONCRETE FLOOR OR ROOF SLABS (inches TABLE 722.2.3(2) COVER THICKNESS FOR PRESTRESSED CONCRETE FLOOR OR ROOF SLABS (inches) TABLE 722.2.3(3) MINIMUM COVER FOR MAIN REINFORCING BARS OF REINFORCED CONCRETE BEAMSc (APPLICABLE TO ALL TYPES OF STRUCTURAL CONCRETE)
233	TABLE 722.2.3(4) MINIMUM COVER FOR PRESTRESSED CONCRETE BEAMS 8 INCHES OR GREATER IN WIDTHb TABLE 722.2.3(5) MINIMUM COVER FOR PRESTRESSED CONCRETE BEAMS OF ALL WIDTHS
234	TABLE 722.2.4 MINIMUM DIMENSION OF CONCRETE COLUMNS (inches) TABLE 722.3.2 MINIMUM EQUIVALENT THICKNESS (inches) OF BEARING OR NONBEARING CONCRETE MASONRY WALLS
235	EQUATION 7-6 EQUATION 7-7 TABLE 722.3.4 MINIMUM COVER OF LONGITUDINAL REINFORCEMENT IN FIRE-RESISTANCE-RATED REINFORCED CONCRETE MASONRY LINTELS (inches)
236	TABLE 722.3.5 MINIMUM DIMENSION OF CONCRETE MASONRY COLUMNS (inches) EQUATION 7-8 TABLE 722.4.1(1) FIRE-RESISTANCE PERIODS OF CLAY MASONRY WALLS TABLE 722.4.1(2) FIRE-RESISTANCE RATINGS FOR BEARING STEEL FRAME BRICK VENEER WALLS OR PARTITIONS
237	EQUATION 7-9 TABLE 722.4.1(3) VALUES OF Rn 0.59 TABLE 722.4.1(4) COEFFICIENTS FOR PLASTER, pl a TABLE 722.4.1(5) REINFORCED MASONRY LINTELS TABLE 722.4.1(6) REINFORCED CLAY MASONRY COLUMNS EQUATION 7-10 EQUATION 7-11
238	FIGURE 722.5.1(1) DETERMINATION OF THE HEATED PERIMETER OF STRUCTURAL STEEL COLUMNS EQUATION 7-12 FIGURE 722.5.1(2) GYPSUM-PROTECTED STRUCTURAL STEEL COLUMNS WITH SHEET STEEL COLUMN COVERS
239	FIGURE 722.5.1(3) GYPSUM-PROTECTED STRUCTURAL STEEL COLUMNS WITH STEEL STUD/SCREW ATTACHMENT SYSTEM FIGURE 722.5.1(4) FIRE RESISTANCE OF STRUCTURAL STEEL COLUMNS PROTECTED WITH VARIOUS THICKNESSES OF TYPE X GYPSUM WALLBOARD FIGURE 722.5.1(5) WIDE FLANGE STRUCTURAL STEEL COLUMNS WITH SPRAYED FIRE-RESISTANT MATERIALS
240	FIGURE 722.5.1(6) CONCRETE PROTECTED STRUCTURAL STEEL COLUMNS FIGURE 722.5.1(7) CONCRETE OR CLAY MASONRY PROTECTED STRUCTURAL STEEL COLUMNS EQUATION 7-13
241	EQUATION 7-14 EQUATION 7-15 EQUATION 7-16
242	FIGURE 722.5.2 DETERMINATION OF THE HEATED PERIMETER OF STRUCTURAL STEEL BEAMS AND GIRDERS EQUATION 7-17
244	TABLE 722.5.1(1) W/D RATIOS FOR STEEL COLUMNS TABLE 722.5.1(2) PROPERTIES OF CONCRETE
245	TABLE 722.5.1(3) THERMAL CONDUCTIVITY OF CONCRETE OR CLAY MASONRY UNITS TABLE 722.5.1(4) WEIGHT-TO-HEATED-PERIMETER RATIOS (W/D) FOR TYPICAL WIDE FLANGE BEAM AND GIRDER SHAPES
246	TABLE 722.5.1(4)—continued WEIGHT-TO-HEATED-PERIMETER RATIOS (W/D) FOR TYPICAL WIDE FLANGE BEAM AND GIRDER SHAPES
247	TABLE 722.5.1(4)—continued WEIGHT-TO-HEATED-PERIMETER RATIOS (W/D) FOR TYPICAL WIDE FLANGE BEAM AND GIRDER SHAPES
248	TABLE 722.5.1(5) FIRE RESISTANCE OF CONCRETE MASONRY PROTECTED STEEL COLUMNS
249	TABLE 722.5.1(5)—continued FIRE RESISTANCE OF CONCRETE MASONRY PROTECTED STEEL COLUMNS
250	TABLE 722.5.1(6) FIRE RESISTANCE OF CLAY MASONRY PROTECTED STEEL COLUMNS
251	TABLE 722.5.1(7) MINIMUM COVER (inch) FOR STEEL COLUMNS ENCASED IN NORMAL-WEIGHT CONCRETEa [FIGURE 722.5.1(6)(c)] TABLE 722.5.1(8) MINIMUM COVER (inch) FOR STEEL COLUMNS ENCASED IN STRUCTURAL LIGHTWEIGHT CONCRETEa [FIGURE 722.5.1(6)(c)]
252	TABLE 722.5.1(9) MINIMUM COVER (inch) FOR STEEL COLUMNS IN NORMAL-WEIGHT PRECAST COVERSa [FIGURE 722.5.1(6)(a)] TABLE 722.5.1(10) MINIMUM COVER (inch) FOR STEEL COLUMNS IN STRUCTURAL LIGHTWEIGHT PRECAST COVERSa [FIGURE 722.5.1(6)(a)]
253	TABLE 722.6.2(1) TIME ASSIGNED TO WALLBOARD MEMBRANES TABLE 722.6.2(2) TIME ASSIGNED FOR CONTRIBUTION OF WOOD FRAME TABLE 722.6.2(3) MEMBRANEa ON EXTERIOR FACE OF WOOD STUD WALLS
254	TABLE 722.6.2(4) FLOORING OR ROOFING OVER WOOD FRAMINGa TABLE 722.6.2(5) TIME ASSIGNED FOR ADDITIONAL PROTECTION
256	CHAPTER 8 INTERIOR FINISHES SECTION 801 SCOPE SECTION 802 GENERAL SECTION 803 WALL AND CEILING FINISHES
258	TABLE 803.13 INTERIOR WALL AND CEILING FINISH REQUIREMENTS BY OCCUPANCY
259	SECTION 804 INTERIOR FLOOR FINISH
260	SECTION 805 COMBUSTIBLE MATERIALS IN TYPES I AND II CONSTRUCTION SECTION 806 DECORATIVE MATERIALS AND TRIM
261	SECTION 807 INSULATION SECTION 808 ACOUSTICAL CEILING SYSTEMS
262	CHAPTER 9 FIRE PROTECTION AND LIFE SAFETY SYSTEMS SECTION 901 GENERAL
263	SECTION 902 FIRE PUMP AND RISER ROOM SIZE SECTION 903 AUTOMATIC SPRINKLER SYSTEMS
264	[F] TABLE 903.2.5.2 GROUP H-5 SPRINKLER DESIGN CRITERIA
267	[F] TABLE 903.2.11.6 ADDITIONAL REQUIRED SUPPRESSION SYSTEMS
271	SECTION 904 ALTERNATIVE AUTOMATIC FIRE-EXTINGUISHING SYSTEMS
273	SECTION 905 STANDPIPE SYSTEMS
276	SECTION 906 PORTABLE FIRE EXTINGUISHERS [F] TABLE 906.3(1) FIRE EXTINGUISHERS FOR CLASS A FIRE HAZARDS [F] TABLE 906.3(2) FIRE EXTINGUISHERS FOR FLAMMABLE OR COMBUSTIBLE LIQUIDS WITH DEPTHS LESS THAN OR EQUAL TO 0.25 INCHa
277	SECTION 907 FIRE ALARM AND DETECTION SYSTEMS
285	TABLE 907.2.22 BATTERY STORAGE SYSTEM THRESHOLD QUANTITIES
288	[F] TABLE 907.5.2.3.2 VISIBLE ALARMS
289	SECTION 908 EMERGENCY ALARM SYSTEMS SECTION 909 SMOKE CONTROL SYSTEMS
291	EQUATION 9-1 EQUATION 9-2
297	SECTION 910 SMOKE AND HEAT REMOVAL
298	EQUATION 9-3 EQUATION 9-4
299	SECTION 911 FIRE COMMAND CENTER
301	SECTION 912 FIRE DEPARTMENT CONNECTIONS SECTION 913 FIRE PUMPS
302	SECTION 914 EMERGENCY RESPONDER SAFETY FEATURES SECTION 915 CARBON MONOXIDE DETECTION
303	SECTION 916 GAS DETECTION SYSTEMS
304	SECTION 917 MASS NOTIFICATION SYSTEMS SECTION 918 EMERGENCY RESPONDER RADIO COVERAGE SECTION 919 POST-FIRE SMOKE EXHAUST SYSTEM
306	CHAPTER 10 MEANS OF EGRESS SECTION 1001 ADMINISTRATION [F] SECTION 1002 MAINTENANCE AND PLANS SECTION 1003 GENERAL MEANS OF EGRESS
307	SECTION 1004 OCCUPANT LOAD
308	TABLE 1004.5 MAXIMUM FLOOR AREA ALLOWANCES PER OCCUPANT
309	SECTION 1005 MEANS OF EGRESS SIZING
310	SECTION 1006 NUMBER OF EXITS AND EXIT ACCESS DOORWAYS
311	TABLE 1006.2.1 SPACES WITH ONE EXIT OR EXIT ACCESS DOORWAY
312	TABLE 1006.3.2 MINIMUM NUMBER OF EXITS OR ACCESS TO EXITS PER STORY TABLE 1006.3.3(1) STORIES WITH ONE EXIT OR ACCESS TO ONE EXIT FOR R-2 OCCUPANCIES TABLE 1006.3.3(2) STORIES WITH ONE EXIT OR ACCESS TO ONE EXIT FOR OTHER OCCUPANCIES
313	SECTION 1007 EXIT AND EXIT ACCESS DOORWAY CONFIGURATION SECTION 1008 MEANS OF EGRESS ILLUMINATION
314	SECTION 1009 ACCESSIBLE MEANS OF EGRESS
317	SECTION 1010 DOORS, GATES AND TURNSTILES
318	TABLE 1010.1.4.1(1) MAXIMUM DOOR SPEED MANUAL REVOLVING DOORS
319	TABLE 1010.1.4.1(2) MAXIMUM DOOR SPEED AUTOMATIC OR POWER-OPERATED REVOLVING DOORS
326	SECTION 1011 STAIRWAYS
329	SECTION 1012 RAMPS
331	SECTION 1013 EXIT SIGNS SECTION 1014 HANDRAILS
333	SECTION 1015 GUARDS
334	SECTION 1016 EXIT ACCESS
335	SECTION 1017 EXIT ACCESS TRAVEL DISTANCE TABLE 1017.2 EXIT ACCESS TRAVEL DISTANCEa
336	SECTION 1018 AISLES SECTION 1019 EXIT ACCESS STAIRWAYS AND RAMPS
337	SECTION 1020 CORRIDORS TABLE 1020.1 CORRIDOR FIRE-RESISTANCE RATING TABLE 1020.2 MINIMUM CORRIDOR WIDTH
338	SECTION 1021 EGRESS BALCONIES
339	SECTION 1022 EXITS SECTION 1023 INTERIOR EXIT STAIRWAYS AND RAMPS
341	SECTION 1024 EXIT PASSAGEWAYS SECTION 1025 LUMINOUS EGRESS PATH MARKINGS
343	SECTION 1026 HORIZONTAL EXITS SECTION 1027 EXTERIOR EXIT STAIRWAYS AND RAMPS
344	SECTION 1028 EXIT DISCHARGE
345	SECTION 1029 ASSEMBLY
347	TABLE 1029.6.2 CAPACITY FOR AISLES FOR SMOKE-PROTECTED ASSEMBLY
350	TABLE 1029.13.2.1 SMOKE-PROTECTED OR OPEN-AIR ASSEMBLY AISLE ACCESSWAYS
352	SECTION 1030 EMERGENCY ESCAPE AND RESCUE
354	ICC 300 BLEACHERS, FOLDING AND TELESCOPIC SEATING, AND GRANDSTANDS FOREWORD
356	CHAPTER 1 APPLICATION AND ADMINISTRATION SECTION 101 GENERAL SECTION 102 APPLICABILITY SECTION 103 COMPLIANCE ALTERNATIVES SECTION 104 CONVENTIONS SECTION 105 INSPECTION SECTION 106 REFERENCED DOCUMENTS
358	CHAPTER 2 DEFINITIONS SECTION 201 GENERAL SECTION 202 DEFINED TERMS
360	CHAPTER 3 CONSTRUCTION SECTION 301 GENERAL SECTION 302 PERMITTED MATERIALS SECTION 303 STRUCTURAL DESIGN TABLE 303.2 DESIGN LOADS
361	EQUATION 3-1 EQUATION 3-2 EQUATION 3-3 EQUATION 3-4 EQUATION 3-5 EQUATION 3-6 EQUATION 3-7 EQUATION 3-8 SECTION 304 INTERIOR INSTALLATIONS SECTION 305 SPACES BENEATH SEATS SECTION 306 CLEAR HEIGHT SECTION 307 ROOF HEIGHT SECTION 308 ELECTRICAL SECTION 309 FIRE PROTECTION
362	SECTION 310 ACCESSIBILITY SECTION 311 OPEN SPACES BENEATH FOOTBOARDS AND SEATBOARDS
364	CHAPTER 4 EGRESS SECTION 401 GENERAL SECTION 402 TRAVEL SECTION 403 OCCUPANT LOAD SECTION 404 GENERAL MEANS OF EGRESS TABLE 404.1 MINIMUM NUMBER OF EXITS
365	TABLE 404.5(1) WIDTH OF AISLES AND MEANS OF EGRESS FOR INDOOR SMOKE-PROTECTED ASSEMBLY SEATING TABLE 404.5(2) WIDTH OF AISLES AND MEANS OF EGRESS ASSEMBLY SEATING WITHOUT SMOKE-PROTECTION TABLE 404.5(3) WIDTH OF AISLES AND MEANS OF EGRESS FOR OPEN-AIR ASSEMBLY SEATING SECTION 405 AISLES
366	SECTION 406 STAIRS AND STEPPED AISLES
367	SECTION 407 AISLE ACCESSWAYS
368	TABLE 407.5 AISLE ACCESSWAYS IN SMOKE-PROTECTED OR OPEN-AIR ASSEMBLY SEATING SECTION 408 GUARDS
369	SECTION 409 HANDRAILS
372	CHAPTER 5 EXISTING BLEACHERS, FOLDING AND TELESCOPIC SEATING,AND GRANDSTANDS
374	CHAPTER 11 ACCESSIBILITY
376	CHAPTER 12 INTERIOR ENVIRONMENT SECTION 1201 GENERAL SECTION 1202 VENTILATION
377	TABLE 1202.3 INSULATION FOR CONDENSATION CONTROL
378	SECTION 1203 TEMPERATURE CONTROL SECTION 1204 LIGHTING
379	SECTION 1205 YARDS OR COURTS SECTION 1206 SOUND TRANSMISSION SECTION 1207 INTERIOR SPACE DIMENSIONS
380	SECTION 1208 ACCESS TO UNOCCUPIED SPACES SECTION 1209 TOILET AND BATHROOM REQUIREMENTS
382	CHAPTER 13 ENERGY EFFICIENCY SECTION 1301 GENERAL
384	CHAPTER 14 EXTERIOR WALLS SECTION 1401 GENERAL SECTION 1402 PERFORMANCE REQUIREMENTS SECTION 1403 MATERIALS
385	SECTION 1404 INSTALLATION OF WALL COVERINGS
386	TABLE 1404.2 MINIMUM THICKNESS OF WEATHER COVERINGS TABLE 1404.3.2 CLASS III VAPOR RETARDERS
391	SECTION 1405 COMBUSTIBLE MATERIALS ON THE EXTERIOR SIDE OF EXTERIOR WALLS TABLE 1405.1.1.1.2 MINIMUM FIRE SEPARATION FOR COMBUSTIBLE EXTERIOR WALL COVERINGS SECTION 1406 METAL COMPOSITE MATERIALS (MCM)
393	TABLE 1406.11.3.4 AREA LIMITATION AND SEPARATION REQUIREMENTS FOR MCM PANELS
394	SECTION 1407 EXTERIOR INSULATION AND FINISH SYSTEMS (EIFS) SECTION 1408 HIGH-PRESSURE DECORATIVE EXTERIOR-GRADE COMPACT LAMINATES (HPL)
395	SECTION 1409 PLASTIC COMPOSITE DECKING
396	CHAPTER 15 ROOF ASSEMBLIES AND ROOFTOP STRUCTURES SECTION 1501 GENERAL SECTION 1502 ROOF DRAINAGE TABLE 1502.2.3 SCUPPER SIZING SECTION 1503 WEATHER PROTECTION
397	SECTION 1504 PERFORMANCE REQUIREMENTS TABLE 1504.1.1 CLASSIFICATION OF STEEP SLOPE ROOF SHINGLES TESTED IN ACCORDANCE WITH ASTM D3161 OR D7158
398	TABLE 1504.8 MAXIMUM ALLOWABLE MEAN ROOF HEIGHT PERMITTED FOR BUILDINGS WITH AGGREGATE ON THE ROOF IN AREAS OUTSIDE A HURRICANE-PRONE REGION SECTION 1505 FIRE CLASSIFICATION
399	TABLE 1505.1b MINIMUM ROOF COVERING CLASSIFICATION FOR TYPES OF CONSTRUCTION SECTION 1506 MATERIALS SECTION 1507 REQUIREMENTS FOR ROOF COVERINGS
400	TABLE 1507.1.1(1) UNDERLAYMENT TYPES
401	TABLE 1507.1.1(2) UNDERLAYMENT APPLICATION
402	TABLE 1507.1.1(3) UNDERLAYMENT ATTACHMENT
403	TABLE 1507.2.8.2 VALLEY LINING MATERIAL
404	TABLE 1507.3.7 CLAY AND CONCRETE TILE ATTACHMENT
405	TABLE 1507.4.3(1) METAL ROOF COVERINGS TABLE 1507.4.3(2) MINIMUM CORROSION RESISTANCE
406	TABLE 1507.7.6 SLATE SHINGLE HEADLAP TABLE 1507.8.5 WOOD SHINGLE MATERIAL REQUIREMENTS
407	TABLE 1507.8.7 WOOD SHINGLE WEATHER EXPOSURE AND ROOF SLOPE TABLE 1507.8 WOOD SHINGLE AND SHAKE INSTALLATION
408	TABLE 1507.9.6 WOOD SHAKE MATERIAL REQUIREMENTS TABLE 1507.9.8 WOOD SHAKE WEATHER EXPOSURE AND ROOF SLOPE
409	TABLE 1507.10.2 BUILT-UP ROOFING MATERIAL STANDARDS
410	TABLE 1507.14.3 PROTECTIVE COATING MATERIAL STANDARDS
411	SECTION 1508 ROOF INSULATION [BF] TABLE 1508.2 MATERIAL STANDARDS FOR ROOF INSULATION SECTION 1509 RADIANT BARRIERS INSTALLED ABOVE DECK SECTION 1510 ROOFTOP STRUCTURES
413	SECTION 1511 REROOFING
414	SECTION 1512 PHOTOVOLTAIC PANELS AND MODULES
416	CHAPTER 16 STRUCTURAL DESIGN SECTION 1601 GENERAL SECTION 1602 NOTATIONS SECTION 1603 CONSTRUCTION DOCUMENTS
417	SECTION 1604 GENERAL DESIGN REQUIREMENTS
418	TABLE 1604.3 DEFLECTION LIMITSa, b, c, h, i
419	TABLE 1604.5 RISK CATEGORY OF BUILDINGS AND OTHER STRUCTURES
420	SECTION 1605 LOAD COMBINATIONS
421	EQUATION 16-1 EQUATION 16-2 EQUATION 16-3 EQUATION 16-4 EQUATION 16-5 EQUATION 16-6 EQUATION 16-7 EQUATION 16-8 EQUATION 16-9 EQUATION 16-10 EQUATION 16-11 EQUATION 16-12 EQUATION 16-13 EQUATION 16-14 EQUATION 16-15 EQUATION 16-16
422	EQUATION 16-17 EQUATION 16-18 EQUATION 16-19 EQUATION 16-20 EQUATION 16-21 EQUATION 16-22 SECTION 1606 DEAD LOADS SECTION 1607 LIVE LOADS
423	TABLE 1607.1 MINIMUM UNIFORMLY DISTRIBUTED LIVE LOADS, L0, AND MINIMUM CONCENTRATED LIVE LOADSg TABLE 1607.1—continued MINIMUM UNIFORMLY DISTRIBUTED LIVE LOADS, L0, AND MINIMUM CONCENTRATED LIVE LOADSg
424	TABLE 1607.1—continued MINIMUM UNIFORMLY DISTRIBUTED LIVE LOADS, L0, AND MINIMUM CONCENTRATED LIVE LOADSg TABLE 1607.1—continued MINIMUM UNIFORMLY DISTRIBUTED LIVE LOADS, Lo, AND MINIMUM CONCENTRATED LIVE LOADSg
426	EQUATION 16-23 TABLE 1607.11.1 LIVE LOAD ELEMENT FACTOR, KLL EQUATION 16-24
427	EQUATION 16-25 EQUATION 16-26 EQUATION 16-27 EQUATION 16-28 EQUAITON 16-29 EQUATION 16-30 EQUATION 16-31 EQUATION 16-32
429	SECTION 1608 SNOW LOADS TABLE 1608.2 GROUND SNOW LOADS, pg, FOR ALASKAN LOCATIONS SECTION 1609 WIND LOADS
430	TABLE 1609.2 WINDBORNE DEBRIS PROTECTION FASTENING SCHEDULE FOR WOOD STRUCTURAL PANELS
431	EQUATION 16-33 TABLE 1609.3.1 WIND SPEED CONVERSIONS
432	FIGURE 1609.3(1) BASIC DESIGN WIND SPEEDS, V, FOR RISK CATEGORY II BUILDINGS AND OTHER STRUCTURES
433	FIGURE 1609.3(2) BASIC DESIGN WIND SPEEDS, V, FOR RISK CATEGORY III BUILDINGS AND OTHER STRUCTURES
434	FIGURE 1609.3(3) BASIC DESIGN WIND SPEEDS, V, FOR RISK CATEGORY IV BUILDINGS AND OTHER STRUCTURES
435	FIGURE 1609.3(4) BASIC DESIGN WIND SPEEDS, V, FOR RISK CATEGORY I BUILDINGS AND OTHER STRUCTURES
436	FIGURE 1609.3(5) BASIC DESIGN WIND SPEEDS, V, FOR RISK CATEGORY II BUILDINGS AND OTHER STRUCTURES IN HAWAII
437	FIGURE 1609.3(5)—continued BASIC DESIGN WIND SPEEDS, V, FOR RISK CATEGORY II BUILDINGS AND OTHER STRUCTURES IN HAWAII
438	FIGURE 1609.3(6) BASIC DESIGN WIND SPEEDS, V, FOR RISK CATEGORY III BUILDINGS AND OTHER STRUCTURES IN HAWAII
439	FIGURE 1609.3(6)—continued BASIC DESIGN WIND SPEEDS, V, FOR RISK CATEGORY III BUILDINGS AND OTHER STRUCTURES IN HAWAII
440	FIGURE 1609.3(7) BASIC DESIGN WIND SPEEDS, V, FOR RISK CATEGORY IV BUILDINGS AND OTHER STRUCTURES IN HAWAII
441	FIGURE 1609.3(7)—continued BASIC DESIGN WIND SPEEDS, V, FOR RISK CATEGORY IV BUILDINGS AND OTHER STRUCTURES IN HAWAII
442	FIGURE 1609.3(8) BASIC DESIGN WIND SPEEDS, V, FOR RISK CATEGORY I BUILDINGS AND OTHER STRUCTURES IN HAWAII(continued)
443	FIGURE 1609.3(8)—continued BASIC DESIGN WIND SPEEDS, V, FOR RISK CATEGORY I BUILDINGS AND OTHER STRUCTURES IN HAWAII
444	EQUATION 16-34 SECTION 1610 SOIL LATERAL LOADS SECTION 1611 RAIN LOADS EQUATION 16-35
445	TABLE 1610.1 LATERAL SOIL LOAD SECTION 1612 FLOOD LOADS
446	[P] FIGURE 1611.1 100-YEAR, 1-HOUR RAINFALL (INCHES) WESTERN UNITED STATES
447	[P] FIGURE 1611.1—continued 100-YEAR, 1-HOUR RAINFALL (INCHES) CENTRAL UNITED STATES
448	[P] FIGURE 1611.1—continued 100-YEAR, 1-HOUR RAINFALL (INCHES) EASTERN UNITED STATES
449	[P] FIGURE 1611.1—continued 100-YEAR, 1-HOUR RAINFALL (INCHES) ALASKA
450	[P] FIGURE 1611.1—continued 100-YEAR, 1-HOUR RAINFALL (INCHES) HA
451	SECTION 1613 EARTHQUAKE LOADS
452	EQUATION 16-36 EQUATION 16-37 EQUATION 16-38 EQUATION 16-39 TABLE 1613.2.3(1) VALUES OF SITE COEFFICIENT Fa a
453	TABLE 1613.2.3(2) VALUES OF SITE COEFFICIENT FV a TABLE 1613.2.5(1) SEISMIC DESIGN CATEGORY BASED ON SHORT-PERIOD (0.2 second) RESPONSE ACCELERATION TABLE 1613.2.5(2) SEISMIC DESIGN CATEGORY BASED ON 1-SECOND PERIOD RESPONSE ACCELERATION
454	SECTION 1614 ATMOSPHERIC ICE LOADS SECTION 1615 TSUNAMI LOADS SECTION 1616 STRUCTURAL INTEGRITY
455	EQUATION 16-40 EQUATION 16-41
457	FIGURE 1613.2.1(1) RISK-TARGETED MAXIMUM CONSIDERED EARTHQUAKE (MCER) GROUND MOTION RESPONSE ACCELERATIONS FOR THE CONTERMINOUS UNITED STATES OF 0.2-SECOND SPECTRAL RESPONSE ACCELERATION (5% OF CRITICAL DAMPING)
458	FIGURE 1613.2.1(1)—continued RISK-TARGETED MAXIMUM CONSIDERED EARTHQUAKE (MCER) GROUND MOTION RESPONSE ACCELERATIONS FOR THE CONTERMINOUS UNITED STATES OF 0.2-SECOND SPECTRAL RESPONSE ACCELERATION (5% OF CRITICAL DAMPING)
459	FIGURE 1613.2.1(2) RISK-TARGETED MAXIMUM CONSIDERED EARTHQUAKE (MCER) GROUND MOTION RESPONSE ACCELERATIONS FOR THE CONTERMINOUS UNITED STATES OF 1-SECOND SPECTRAL RESPONSE ACCELERATION (5% OF CRITICAL DAMPING)
460	FIGURE 1613.2.1(2)—continued RISK-TARGETED MAXIMUM CONSIDERED EARTHQUAKE (MCER) GROUND MOTION RESPONSE ACCELERATIONS FOR THE CONTERMINOUS UNITED STATES OF 1-SECOND SPECTRAL RESPONSE ACCELERATION (5% OF CRITICAL DAMPING)
461	FIGURE 1613.2.1(3) RISK-TARGETED MAXIMUM CONSIDERED EARTHQUAKE (MCER) GROUND MOTION RESPONSE ACCELERATIONS FOR HAWAII OF 0.2- AND 1-SECOND SPECTRAL RESPONSE ACCELERATION (5% OF CRITICAL DAMPING)
462	FIGURE 1613.2.1(4) RISK-TARGETED MAXIMUM CONSIDERED EARTHQUAKE (MCER) GROUND MOTION RESPONSE ACCELERATIONS FOR ALASKA OF 0.2-SECOND SPECTRAL RESPONSE ACCELERATION (5% OF CRITICAL DAMPING)
463	FIGURE 1613.2.1(5) RISK-TARGETED MAXIMUM CONSIDERED EARTHQUAKE (MCER) GROUND MOTION RESPONSE ACCELERATIONS FOR ALASKA OF 1.0-SECOND SPECTRAL RESPONSE ACCELERATION (5% OF CRITICAL DAMPING)
464	FIGURE 1613.2.1(6) RISK-TARGETED MAXIMUM CONSIDERED EARTHQUAKE (MCER) GROUND MOTION RESPONSE ACCELERATIONS FOR PUERTO RICO AND THE UNITED STATES VIRGIN ISLANDS OF 0.2- AND 1-SECOND SPECTRAL RESPONSE ACCELERATION (5% OF CRITICAL DAMPING)
465	FIGURE 1613.2.1(7) RISK-TARGETED MAXIMUM CONSIDERED EARTHQUAKE (MCER) GROUND MOTION RESPONSE ACCELERATIONS FOR GUAM AND THE NORTHERN MARIANA ISLANDS OF 0.2- AND 1-SECOND SPECTRAL RESPONSE ACCELERATION (5% OF CRITICAL DAMPING)
466	FIGURE 1613.2.1(8) RISK-TARGETED MAXIMUM CONSIDERED EARTHQUAKE (MCER) GROUND MOTION RESPONSE ACCELERATIONS FOR AMERICAN SAMOA OF 0.2- AND 1-SECOND SPECTRAL RESPONSE ACCELERATION (5% OF CRITICAL DAMPING)
467	FIGURE 1616.3 LONGITUDINAL, PERIMETER, TRANSVERSE AND VERTICAL TIES
468	CHAPTER 17 SPECIAL INSPECTIONS AND TESTS SECTION 1701 GENERAL SECTION 1702 NEW MATERIALS SECTION 1703 APPROVALS
469	SECTION 1704 SPECIAL INSPECTIONS AND TESTS, CONTRACTOR RESPONSIBILITY AND STRUCTURAL OBSERVATION
471	SECTION 1705 REQUIRED SPECIAL INSPECTIONS AND TESTS
472	TABLE 1705.2.3 REQUIRED SPECIAL INSPECTIONS OF OPEN-WEB STEEL JOISTS AND JOIST GIRDERS
473	TABLE 1705.3 REQUIRED SPECIAL INSPECTIONS AND TESTS OF CONCRETE CONSTRUCTION
474	TABLE 1705.6 REQUIRED SPECIAL INSPECTIONS AND TESTS OF SOILS TABLE 1705.7 REQUIRED SPECIAL INSPECTIONS AND TESTS OF DRIVEN DEEP FOUNDATION ELEMENTS TABLE 1705.8 REQUIRED SPECIAL INSPECTIONS AND TESTS OF CAST-IN-PLACE DEEP FOUNDATION ELEMENTS
479	SECTION 1706 DESIGN STRENGTHS OF MATERIALS SECTION 1707 ALTERNATIVE TEST PROCEDURE SECTION 1708 IN-SITU LOAD TESTS
480	SECTION 1709 PRECONSTRUCTION LOAD TESTS
482	CHAPTER 18 SOILS AND FOUNDATIONS SECTION 1801 GENERAL SECTION 1802 DESIGN BASIS SECTION 1803 GEOTECHNICAL INVESTIGATIONS
484	SECTION 1804 EXCAVATION, GRADING AND FILL
485	SECTION 1805 DAMPPROOFING AND WATERPROOFING
486	SECTION 1806 PRESUMPTIVE LOAD-BEARING VALUES OF SOILS
487	TABLE 1806.2 PRESUMPTIVE LOAD-BEARING VALUES SECTION 1807 FOUNDATION WALLS, RETAINING WALLS AND EMBEDDED POSTS AND POLES
489	TABLE 1807.1.6.2 CONCRETE FOUNDATION WALLSb
490	TABLE 1807.1.6.3(1) PLAIN MASONRY FOUNDATION WALLS EQUATION 18-1
491	TABLE 1807.1.6.3(2) 8-INCH MASONRY FOUNDATION WALLS WITH REINFORCEMENT WHERE d ≥ 5 INCHES EQUATION 18-2 EQUATION 18-3
492	TABLE 1807.1.6.3(3) 10-INCH MASONRY FOUNDATION WALLS WITH REINFORCEMENT WHERE d ≥ 6.75 INCHES SECTION 1808 FOUNDATIONS
493	TABLE 1807.1.6.3(4) 12-INCH MASONRY FOUNDATION WALLS WITH REINFORCEMENT WHERE d ≥ 8.75 INCHES
494	FIGURE 1808.7.1 FOUNDATION CLEARANCES FROM SLOPES
495	TABLE 1808.8.1 MINIMUM SPECIFIED COMPRESSIVE STRENGTH f ′C OF CONCRETE OR GROUT TABLE 1808.8.2 MINIMUM CONCRETE COVER
496	SECTION 1809 SHALLOW FOUNDATIONS TABLE 1809.7 PRESCRIPTIVE FOOTINGS SUPPORTING WALLS OF LIGHT-FRAME CONSTRUCTION
497	SECTION 1810 DEEP FOUNDATIONS
500	TABLE 1810.3.2.6 ALLOWABLE STRESSES FOR MATERIALS USED IN DEEP FOUNDATION ELEMENTS
501	EQUATION 18-4
504	EQUATION 18-5 EQUATION 18-6 EQUATION 18-7 EQUATION 18-8 EQUATION 18-9
505	EQUATION 18-10
512	CHAPTER 19 CONCRETE SECTION 1901 GENERAL SECTION 1902 DEFINITIONS SECTION 1903 SPECIFICATIONS FOR TESTS AND MATERIALS
513	SECTION 1904 DURABILITY REQUIREMENTS SECTION 1905 MODIFICATIONS TO ACI 318
515	SECTION 1906 STRUCTURAL PLAIN CONCRETE SECTION 1907 MINIMUM SLAB PROVISIONS
516	SECTION 1908 SHOTCRETE
518	CHAPTER 20 ALUMINUM SECTION 2001 GENERAL SECTION 2002 MATERIALS
520	CHAPTER 21 MASONRY SECTION 2101 GENERAL SECTION 2102 NOTATIONS SECTION 2103 MASONRY CONSTRUCTION MATERIALS
521	TABLE 2103.2.3 CERAMIC TILE MORTAR COMPOSITIONS SECTION 2104 CONSTRUCTION SECTION 2105 QUALITY ASSURANCE SECTION 2106 SEISMIC DESIGN SECTION 2107 ALLOWABLE STRESS DESIGN
522	EQUATION 21-1 SECTION 2108 STRENGTH DESIGN OF MASONRY SECTION 2109 EMPIRICAL DESIGN OF ADOBE MASONRY
523	EQUATION 21-2 TABLE 2109.2.3.1 ALLOWABLE SHEAR ON BOLTS IN ADOBE MASONRY
524	SECTION 2110 GLASS UNIT MASONRY SECTION 2111 MASONRY FIREPLACES
526	FIGURE 2111.12 ILLUSTRATION OF EXCEPTION TO FIREPLACE CLEARANCE PROVISION SECTION 2112 MASONRY HEATERS
527	SECTION 2113 MASONRY CHIMNEYS
530	FIGURE 2113.16 FLUE SIZES FOR MASONRY CHIMNEYS TABLE 2113.16(1) NET CROSS-SECTIONAL AREA OF ROUND FLUE SIZES TABLE 2113.16(2) NET CROSS-SECTIONAL AREA OF SQUARE AND RECTANGULAR FLUE SIZES
531	FIGURE 2113.19 ILLUSTRATION OF EXCEPTION THREE CHIMNEY CLEARANCE PROVISION SECTION 2114 DRY-STACK MASONRY TABLE 2114.4 GROSS CROSS-SECTIONAL AREA ALLOWABLE STRESS FOR DRY-STACK MASONRY
532	CHAPTER 22 STEEL SECTION 2201 GENERAL SECTION 2202 IDENTIFICATION OF STEEL FOR STRUCTURAL PURPOSES SECTION 2203 PROTECTION OF STEEL FOR STRUCTURAL PURPOSES SECTION 2204 CONNECTIONS SECTION 2205 STRUCTURAL STEEL
533	SECTION 2206 COMPOSITE STRUCTURAL STEEL AND CONCRETE STRUCTURES SECTION 2207 STEEL JOISTS
534	SECTION 2208 STEEL CABLE STRUCTURES SECTION 2209 STEEL STORAGE RACKS SECTION 2210 COLD-FORMED STEEL SECTION 2211 COLD-FORMED STEEL LIGHT-FRAME CONSTRUCTION
536	CHAPTER 23 WOOD SECTION 2301 GENERAL SECTION 2302 DESIGN REQUIREMENTS SECTION 2303 MINIMUM STANDARDS AND QUALITY
540	SECTION 2304 GENERAL CONSTRUCTION REQUIREMENTS
541	TABLE 2304.6.1 MAXIMUM ALLOWABLE STRESS DESIGN WIND SPEED, Vasd PERMITTED FOR WOOD STRUCTURAL PANEL WALL SHEATHING USED TO RESIST WIND PRESSURES TABLE 2304.8(1) ALLOWABLE SPANS FOR LUMBER FLOOR AND ROOF SHEATHING
542	TABLE 2304.8(2) SHEATHING LUMBER, MINIMUM GRADE REQUIREMENTS: BOARD GRADE
543	TABLE 2304.8(3) ALLOWABLE SPANS AND LOADS FOR WOOD STRUCTURAL PANEL SHEATHING AND SINGLE-FLOOR GRADES CONTINUOUS OVER TWO OR MORE SPANS WITH STRENGTH AXIS PERPENDICULAR TO SUPPORTSa TABLE 2304.8(4) ALLOWABLE SPAN FOR WOOD STRUCTURAL PANEL COMBINATION SUBFLOOR-UNDERLAYMENT (SINGLE FLOOR) (Panels Continuous Over Two or More Spans and Strength Axis Perpendicular to Supports)
544	TABLE 2304.8(5) ALLOWABLE LOAD (PSF) FOR WOOD STRUCTURAL PANEL ROOF SHEATHING CONTINUOUS OVER TWO OR MORE SPANS AND STRENGTH AXIS PARALLEL TO SUPPORTS (Plywood structural panels are five-ply, five-layer unless otherwise noted)a TABLE 2304 FASTENING SCHEDULE FOR MECHANICALLY LAMINATED DECKING USING LAMINATIONS OF 2-INCH NOMINAL THICKNESS
546	TABLE 2304.10.1 FASTENING SCHEDULE
547	TABLE 2304.10.1—continued FASTENING SCHEDULE
548	TABLE 2304.10.1—continued FASTENING SCHEDULE
549	TABLE 2304.10.1—continued FASTENING SCHEDULE
550	TABLE 2304.10.1—continued FASTENING SCHEDULE
551	TABLE 2304.11 MINIMUM DIMENSIONS OF HEAVY TIMBER STRUCTURAL MEMBERS
553	SECTION 2305 GENERAL DESIGN REQUIREMENTS FOR LATERAL FORCE-RESISTING SYSTEMS TABLE 2305.2(1) en VALUES (inches) FOR USE IN CALCULATING DIAPHRAGM AND SHEAR WALL DEFLECTION DUE TO FASTENER SLIP (Structural I)a, c EQUATION 23-2
554	TABLE 2305.2(2) VALUES OF Gt FOR USE IN CALCULATING DEFLECTION OF WOOD STRUCTURAL PANEL SHEAR WALLS AND DIAPHRAGMS SECTION 2306 ALLOWABLE STRESS DESIGN
555	TABLE 2306.1.4 ALLOWABLE LOADS FOR LUMBER DECKING
556	SECTION 2307 LOAD AND RESISTANCE FACTOR DESIGN SECTION 2308 CONVENTIONAL LIGHT-FRAME CONSTRUCTION TABLE 2308.2.1 ALLOWABLE STORY HEIGHT
557	TABLE 2306.2(1) ALLOWABLE SHEAR VALUES (POUNDS PER FOOT) FOR WOOD STRUCTURAL PANEL DIAPHRAGMS UTILIZING STAPLES WITH FRAMING OF DOUGLAS FIR-LARCH, OR SOUTHERN PINEa FOR WIND OR SEISMIC LOADINGf
558	TABLE 2306.2(2) ALLOWABLE SHEAR VALUES (POUNDS PER FOOT) FOR WOOD STRUCTURAL PANEL BLOCKED DIAPHRAGMS UTILIZING MULTIPLE ROWS OF STAPLES (HIGH-LOAD DIAPHRAGMS) WITH FRAMING OF DOUGLAS FIR-LARCH OR SOUTHERN PINEa FOR WIND OR SEISMIC LOADING
559	TABLE 2306.2(2)—continued ALLOWABLE SHEAR VALUES (POUNDS PER FOOT) FOR WOOD STRUCTURAL PANEL BLOCKED DIAPHRAGMS UTILIZING MULTIPLE ROWS OF STAPLES (HIGH-LOAD DIAPHRAGMS) WITH FRAMING OF DOUGLAS FIR-LARCH OR SOUTHERN PINE FOR WIND OR SEISMIC LOADING
560	TABLE 2306.3(1) ALLOWABLE SHEAR VALUES (POUNDS PER FOOT) FOR WOOD STRUCTURAL PANEL SHEAR WALLS UTILIZING STAPLES WITH FRAMING OF DOUGLAS FIR-LARCH OR SOUTHERN PINEa FOR WIND OR SEISMIC LOADING TABLE 2306.3(2) ALLOWABLE SHEAR VALUES (plf) FOR WIND OR SEISMIC LOADING ON SHEAR WALLS OF FIBERBOARD SHEATHING BOARD CONSTRUCTION UTILIZING STAPLES FOR TYPE V CONSTRUCTION ONLY
561	TABLE 2306.3(3) ALLOWABLE SHEAR VALUES FOR WIND OR SEISMIC FORCES FOR SHEAR WALLS OF LATH AND PLASTER OR GYPSUM BOARD WOOD FRAMED WALL ASSEMBLIES UTILIZING STAPLES
563	TABLE 2308.4.1.1(1) HEADER AND GIRDER SPANSa, b FOR EXTERIOR BEARING WALLS (Maximum spans for Douglas fir-larch, hem-fir, Southern pine and spruce-pine-fir and required number of jack studs)
564	TABLE 2308.4.1.1(1) —continued HEADER AND GIRDER SPANSa, b FOR EXTERIOR BEARING WALLS (Maximum spans for Douglas fir-larch, hem-fir, Southern pine and spruce-pine-fir and required number of jack studs)
565	TABLE 2308.4.1.1(2) HEADER AND GIRDER SPANSa, b FOR INTERIOR BEARING WALLS (Maximum spans for Douglas fir-larch, hem-fir, Southern pine and spruce-pine-fir and required number of jack studs)
566	TABLE 2308.4.2.1(1) FLOOR JOIST SPANS FOR COMMON LUMBER SPECIES (Residential sleeping areas, live load = 30 psf, L/Δ = 360)
567	TABLE 2308.4.2.1(1)—continued FLOOR JOIST SPANS FOR COMMON LUMBER SPECIES (Residential sleeping areas, live load = 30 psf, L/Δ = 360)
568	TABLE 2308.4.2.1(2) FLOOR JOIST SPANS FOR COMMON LUMBER SPECIES (Residential living areas, live load = 40 psf, L/Δ = 360)
569	TABLE 2308.4.2.1(2)—continued FLOOR JOIST SPANS FOR COMMON LUMBER SPECIES (Residential living areas, live load = 40 psf, L/Δ = 360)
570	FIGURE 2308.4.4.1(1) OPENINGS IN FLOOR AND ROOF DIAPHRAGMS
571	FIGURE 2308.4.4.1(2) OPENING LIMITATIONS FOR FLOOR AND ROOF DIAPHRAGMS FIGURE 2308.4.4.2 PORTIONS OF FLOOR LEVEL OFFSET VERTICALLY TABLE 2308.5.1 SIZE, HEIGHT AND SPACING OF WOOD STUDS
573	FIGURE 2308.5.5.1(1) SINGLE-MEMBER HEADER IN EXTERIOR BEARING WALL FIGURE 2308.5.5.1(2) ALTERNATIVE SINGLE-MEMBER HEADER WITHOUT CRIPPLE
574	TABLE 2308.5.11 MINIMUM THICKNESS OF WALL SHEATHING
575	FIGURE 2308.6.1 BASIC COMPONENTS OF THE LATERAL BRACING SYSTEM
576	TABLE 2308.6.1a WALL BRACING REQUIREMENTS
577	TABLE 2308.6.3(1) BRACING METHODS
578	TABLE 2308.6.3(1)—continued BRACING METHODS TABLE 2308.6.3(2) EXPOSED PLYWOOD PANEL SIDING
579	TABLE 2308.6.3(3) WOOD STRUCTURAL PANEL WALL SHEATHINGb (Not exposed to the weather, strength axis parallel or perpendicular to studs except as Indicated) TABLE 2308.6.3(4) ALLOWABLE SPANS FOR PARTICLEBOARD WALL SHEATHING (Not exposed to the weather, long dimension of the panel parallel or perpendicular to studs) TABLE 2308.6.3(5) HARDBOARD SIDING
580	FIGURE 2308.6.5.1 ALTERNATE BRACED WALL PANEL (ABW) FIGURE 2308.6.5.2 PORTAL FRAME WITH HOLD-DOWNS (PFH)
582	FIGURE 2308.6.7.2(1) BRACED WALL LINE TOP PLATE CONNECTION FIGURE 2308.6.7.2(2) BRACED WALL PANEL TOP PLATE CONNECTION
584	FIGURE 2308.6.8.2(1) ROOF IN SDC D OR E NOT SUPPORTED ON ALL EDGES FIGURE 2308.6.8.2(2) ROOF EXTENSION IN SDC D OR E BEYOND BRACED WALL LINE
585	FIGURE 2308.6.8.3 STEPPED FOOTING CONNECTION DETAILS
586	TABLE 2308.7.5 REQUIRED RATING OF APPROVED UPLIFT CONNECTORS (pounds)
587	SECTION 2309 WOOD FRAME CONSTRUCTION MANUAL
588	TABLE 2308.7.1(1) CEILING JOIST SPANS FOR COMMON LUMBER SPECIES (Uninhabitable attics without storage, live load = 10 psf, L/Δ = 240)
589	TABLE 2308.7.1(1)—continued CEILING JOIST SPANS FOR COMMON LUMBER SPECIES (Uninhabitable attics without storage, live load = 10 psf, L/Δ = 240)
590	TABLE 2308.7.1(2) CEILING JOIST SPANS FOR COMMON LUMBER SPECIES (Uninhabitable attics with limited storage, live load = 20 psf, L/Δ = 240)
591	TABLE 2308.7.1(2)—continued CEILING JOIST SPANS FOR COMMON LUMBER SPECIES (Uninhabitable attics with limited storage, live load = 20 psf, L/Δ = 240)
592	TABLE 2308.7.2(1) RAFTER SPANS FOR COMMON LUMBER SPECIES (Roof live load = 20 psf, ceiling not attached to rafters, L/Δ = 180)
593	TABLE 2308.7.2(1)—continued RAFTER SPANS FOR COMMON LUMBER SPECIES (Roof live load = 20 psf, ceiling not attached to rafters, L/Δ = 180)
594	TABLE 2308.7.2(2) RAFTER SPANS FOR COMMON LUMBER SPECIES (Roof live load = 20 psf, ceiling attached to rafters, L/Δ = 240)
595	TABLE 2308.7.2(2)—continued RAFTER SPANS FOR COMMON LUMBER SPECIES (Roof live load = 20 psf, ceiling attached to rafters, L/Δ = 240)
596	TABLE 2308.7.2(3) RAFTER SPANS FOR COMMON LUMBER SPECIES (Ground snow load = 30 psf, ceiling not attached to rafters, L/Δ = 180)
597	TABLE 2308.7.2(3)—continued RAFTER SPANS FOR COMMON LUMBER SPECIES (Ground snow load = 30 psf, ceiling not attached to rafters, L/Δ = 180)
598	TABLE 2308.7.2(4) RAFTER SPANS FOR COMMON LUMBER SPECIES (Ground snow load = 50 psf, ceiling not attached to rafters, L/Δ = 180)
599	TABLE 2308.7.2(4) RAFTER SPANS FOR COMMON LUMBER SPECIES (Ground snow load = 50 psf, ceiling not attached to rafters, L/Δ = 180)
600	TABLE 2308.7.2(5) RAFTER SPANS FOR COMMON LUMBER SPECIES (Ground snow load = 30 psf, ceiling attached to rafters, L/Δ = 240)
601	TABLE 2308.7.2(5)—continued RAFTER SPANS FOR COMMON LUMBER SPECIES (Ground snow load = 30 psf, ceiling attached to rafters, L/Δ = 240)
602	TABLE 2308.7.2(6) RAFTER SPANS FOR COMMON LUMBER SPECIES (Ground snow load = 50 psf, ceiling attached to rafters, L/Δ = 240)
603	TABLE 2308.7.2(6)—continued RAFTER SPANS FOR COMMON LUMBER SPECIES (Ground snow load = 50 psf, ceiling attached to rafters, L/Δ = 240)
604	TABLE 2308.7.3.1 RAFTER TIE CONNECTIONS
605	TABLE 2308.7.12 ALLOWABLE SPANS FOR 2-INCH TONGUE-AND-GROOVE DECKING
606	TABLE 2308.7.12—continued ALLOWABLE SPANS FOR 2-INCH TONGUE-AND-GROOVE DECKING
608	CHAPTER 24 GLASS AND GLAZING SECTION 2401 GENERAL SECTION 2402 GLAZING REPLACEMENT SECTION 2403 GENERAL REQUIREMENTS FOR GLASS SECTION 2404 WIND, SNOW, SEISMIC AND DEAD LOADS ON GLASS
609	EQUATION 24-1 EQUATION 24-2 EQUATION 24-3 EQUATION 24-4 EQUATION 24-5 EQUATION 24-6 EQUATION 24-7 EQUATION 24-8 EQUATION 24-9 EQUATION 24-10 EQUATION 24-11
610	EQUATION 24-12 SECTION 2405 SLOPED GLAZING AND SKYLIGHTS
611	EQUATION 24-13 EQUATION 24-14 EQUATION 24-15 SECTION 2406 SAFETY GLAZING
612	TABLE 2406.2(1) MINIMUM CATEGORY CLASSIFICATION OF GLAZING USING CPSC 16 CFR PART 1201 TABLE 2406.2(2) MINIMUM CATEGORY CLASSIFICATION OF GLAZING USING ANSI Z97.1
613	SECTION 2407 GLASS IN HANDRAILS AND GUARDS SECTION 2408 GLAZING IN ATHLETIC FACILITIES
614	SECTION 2409 GLASS IN WALKWAYS, ELEVATOR HOISTWAYS AND ELEVATOR CARS
616	CHAPTER 25 GYPSUM BOARD, GYPSUM PANEL PRODUCTS AND PLASTER SECTION 2501 GENERAL SECTION 2502 PERFORMANCE SECTION 2503 INSPECTION SECTION 2504 VERTICAL AND HORIZONTAL ASSEMBLIES SECTION 2505 SHEAR WALL CONSTRUCTION SECTION 2506 GYPSUM BOARD AND GYPSUM PANEL PRODUCT MATERIALS
617	TABLE 2506.2 GYPSUM BOARD AND GYPSUM PANEL PRODUCTS MATERIALS AND ACCESSORIES SECTION 2507 LATHING AND PLASTERING SECTION 2508 GYPSUM CONSTRUCTION TABLE 2508.1 INSTALLATION OF GYPSUM CONSTRUCTION
618	TABLE 2507.2 LATH, PLASTERING MATERIALS AND ACCESSORIES
619	TABLE 2508.6 SHEAR CAPACITY FOR HORIZONTAL WOOD-FRAME GYPSUM BOARD DIAPHRAGM CEILING ASSEMBLIES SECTION 2509 SHOWERS AND WATER CLOSETS TABLE 2509.2 BACKERBOARD MATERIALS SECTION 2510 LATHING AND FURRING FOR CEMENT PLASTER (STUCCO)
620	SECTION 2511 INTERIOR PLASTER TABLE 2511.1.1 INSTALLATION OF PLASTER CONSTRUCTION SECTION 2512 EXTERIOR PLASTER
621	TABLE 2512.6 CEMENT PLASTERS SECTION 2513 EXPOSED AGGREGATE PLASTER SECTION 2514 REINFORCED GYPSUM CONCRETE
622	CHAPTER 26 PLASTIC SECTION 2601 GENERAL SECTION 2602 FINISH AND TRIM SECTION 2603 FOAM PLASTIC INSULATION
625	FIGURE 2603.8 TERMITE INFESTATION PROBABILITY MAP
627	TABLE 2603.12.1 CLADDING MINIMUM FASTENING REQUIREMENTS FOR DIRECT ATTACHMENT OVER FOAM PLASTIC SHEATHING TO SUPPORT CLADDING WEIGHTa TABLE 2603.12.2 FURRING MINIMUM FASTENING REQUIREMENTS FOR APPLICATION OVER FOAM PLASTIC SHEATHING TO SUPPORT CLADDING WEIGHT
628	TABLE 2603.13.1 CLADDING MINIMUM FASTENING REQUIREMENTS FOR DIRECT ATTACHMENT OVER FOAM PLASTIC SHEATHING TO SUPPORT CLADDING WEIGHTa SECTION 2604 INTERIOR FINISH AND TRIM SECTION 2605 PLASTIC VENEER
629	TABLE 2603.13.2 FURRING MINIMUM FASTENING REQUIREMENTS FOR APPLICATION OVER FOAM PLASTIC SHEATHING TO SUPPORT CLADDING WEIGHT SECTION 2606 LIGHT-TRANSMITTING PLASTICS
630	SECTION 2607 LIGHT-TRANSMITTING PLASTIC WALL PANELS
631	TABLE 2607.4 AREA LIMITATION AND SEPARATION REQUIREMENTS FOR LIGHT-TRANSMITTING PLASTIC WALL PANELSa SECTION 2608 LIGHT-TRANSMITTING PLASTIC GLAZING SECTION 2609 LIGHT-TRANSMITTING PLASTIC ROOF PANELS
632	TABLE 2609.4 AREA LIMITATIONS FOR LIGHT-TRANSMITTING PLASTIC ROOF PANELS SECTION 2610 LIGHT-TRANSMITTING PLASTIC SKYLIGHT GLAZING
633	SECTION 2611 LIGHT-TRANSMITTING PLASTIC INTERIOR SIGNS SECTION 2612 PLASTIC COMPOSITES SECTION 2613 FIBER-REINFORCED POLYMER
634	SECTION 2614 REFLECTIVE PLASTIC CORE INSULATION
636	CHAPTER 27 ELECTRICAL SECTION 2701 GENERAL SECTION 2702 EMERGENCY AND STANDBY POWER SYSTEMS
638	CHAPTER 28 MECHANICAL SYSTEMS SECTION 2801 GENERAL
640	CHAPTER 29 PLUMBING SYSTEMS SECTION 2901 GENERAL SECTION 2902 MINIMUM PLUMBING FACILITIES [P] TABLE 2902.1 MINIMUM NUMBER OF REQUIRED PLUMBING FIXTURESa (See Sections 2902.1.1 and 2902.2)
641	[P] TABLE 2902.1—(continued) MINIMUM NUMBER OF REQUIRED PLUMBING FIXTURESa (See Sections 2902.1.1 and 2902.2)
642	[P] TABLE 2902.1—continued MINIMUM NUMBER OF REQUIRED PLUMBING FIXTURESa (See Sections 2902.1.1 and 2902.2)
644	CHAPTER 30 ELEVATORS AND CONVEYING SYSTEMS SECTION 3001 GENERAL TABLE 3001.3 ELEVATORS AND CONVEYING SYSTEMS AND COMPONENTS SECTION 3002 HOISTWAY ENCLOSURES
645	SECTION 3003 EMERGENCY OPERATIONS SECTION 3004 CONVEYING SYSTEMS
646	SECTION 3005 MACHINE ROOMS SECTION 3006 ELEVATOR LOBBIES AND HOISTWAY OPENING PROTECTION
647	SECTION 3007 FIRE SERVICE ACCESS ELEVATOR
648	FIGURE 3007.6.5 FIRE SERVICE ACCESS ELEVATOR SYMBOL SECTION 3008 OCCUPANT EVACUATION ELEVATORS
652	CHAPTER 31 SPECIAL CONSTRUCTION SECTION 3101 GENERAL SECTION 3102 MEMBRANE STRUCTURES
653	SECTION 3103 TEMPORARY STRUCTURES SECTION 3104 PEDESTRIAN WALKWAYS AND TUNNELS
655	SECTION 3105 AWNINGS AND CANOPIES SECTION 3106 MARQUEES SECTION 3107 SIGNS SECTION 3108 TELECOMMUNICATION AND BROADCAST TOWERS
656	SECTION 3109 SWIMMING POOLS, SPAS AND HOT TUBS SECTION 3110 AUTOMATIC VEHICULAR GATES SECTION 3111 SOLAR ENERGY SYSTEMS
658	FIGURE 3111.3.6.1(1) LABEL FOR SOLAR PV SYSTEMS THAT REDUCE SHOCK HAZARD WITHIN ARRAY AND SHUT DOWN CONDUCTORS LEAVING THE ARRAY FIGURE 3111.3.6.1(2) LABEL FOR SOLAR PV SYSTEMS THAT ONLY SHUT DOWN CONDUCTORS LEAVING THE ARRAY
659	SECTION 3112 GREENHOUSES SECTION 3113 RELOCATABLE BUILDINGS SECTION 3114 WINDOW CLEANING ANCHORS
660	CHAPTER 32 ENCROACHMENTS INTO THE PUBLIC RIGHT-OF-WAY SECTION 3201 GENERAL SECTION 3202 ENCROACHMENTS
662	CHAPTER 33 SAFEGUARDS DURING CONSTRUCTION SECTION 3301 GENERAL SECTION 3302 CONSTRUCTION SAFEGUARDS SECTION 3303 DEMOLITION SECTION 3304 SITE WORK
663	SECTION 3305 SANITARY SECTION 3306 PROTECTION OF PEDESTRIANS TABLE 3306.1 PROTECTION OF PEDESTRIANS
664	SECTION 3307 PROTECTION OF ADJOINING PROPERTY SECTION 3308 TEMPORARY USE OF STREETS, ALLEYS AND PUBLIC PROPERTY SECTION 3309 FIRE EXTINGUISHERS SECTION 3310 MEANS OF EGRESS
665	SECTION 3311 STANDPIPES SECTION 3312 AUTOMATIC SPRINKLER SYSTEM SECTION 3313 WATER SUPPLY FOR FIRE PROTECTION SECTION 3314 FIRE WATCH DURING CONSTRUCTON
666	CHAPTER 34 RESERVED
668	CHAPTER 35 REFERENCED STANDARDS AA AAMA ACI AISC
669	AISI ALI AMCA ANSI
670	APA
671	ASABE ASCE/SEI
672	ASME ASSE ASTM
683	AWC AWCI
684	AWPA AWS BHMA CEN CPA
685	CPSC CSA CSSB DASMA
686	DOC DOL DOTn FEMA FM
687	GA HPVA ICC
688	ISO
689	MHI NAAMM NCMA NFPA
692	PCI PTI RMI SBCA SDI SJI
693	SPRI SRCC TIA TMS TPI
694	UL
696	ULC USC WCLIB WDMA WRI
698	INDEX
738	HELPFUL TOOLS FOR YOUR BUILDING CODE
739	S.K. GHOSH ASSOCIATES LLC
740	ICC EVALUATION SERVICE
741	ICC’S DIGITAL CODES LIBRARY

MN AccessibilityCode 1stptg 2020.pdf

Sat, 19 Oct 2024 13:26:39 +0000

2020 City of Los Angeles amendment pages for integration with the 2019 California Building Code

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PDF Pages	PDF Title
1	2020 MINNESOTA ACCESSIBILITY CODE
2	2020 MINNESOTA ACCESSIBILITY CODE TITLE PAGE
3	COPYRIGHT
4	MINNESOTA DEPARTMENT OF LABOR AND INDUSTRY
5	IMPORTANT DISCLAIMER ABOUT THE MINNESOTA ACCESSIBILITY CODE
6	SYMBOLS AND NOTATIONS IN THE CODE
8	TABLE OF CONTENTS
12	2020 MINNESOTA BUILDING CODE ADMINISTRATION 1300.0010 ADMINISTRATION 1300.0020 TITLE 1300.0030 PURPOSE AND APPLICATION 1300.0040 SCOPE
13	1300.0050 CHAPTERS OF MINNESOTA STATE BUILDING CODE 1300.0060 OPTIONAL ADMINISTRATION 1300.0070 DEFINITIONS
14	1300.0080 CODE ADOPTION AND AMENDMENTS 1300.0090 DEPARTMENT OF BUILDING SAFETY 1300.0110 DUTIES AND POWERS OF BUILDING OFFICIAL
16	1300.0120 PERMITS
18	1300.0130 CONSTRUCTION DOCUMENTS
19	1300.0140 VIOLATIONS 1300.0150 VIOLATIONS, PENALTY 1300.0160 FEES 1300.0150 VIOLATIONS, PENALTY 1300.0160 FEES
20	1300.0170 STOP WORK ORDER 1300.0180 UNSAFE BUILDINGS OR STRUCTURES
21	1300.0190 TEMPORARY STRUCTURES AND USES 1300.0210 INSPECTIONS
22	1300.0215 PLUMBING
23	1300.0220 CERTIFICATE OF OCCUPANCY 1300.0225 MAINTENANCE 1300.0230 BOARD OF APPEALS
24	1300.0240 DISCLAIMER CLAUSE 1300.0250 SEVERABILITY
26	2020 MINNESOTA ACCESSIBILITY CODE 1341.0005 INCORPORATION OF THE INTERNATIONAL BUILDING CODE AND INTERNATIONAL EXISTING BUILDING CODE BY REFERENCE 1341.0010 REFERENCED STANDARD
28	2020 MINNESOTA ACCESSIBILITY CODE—DEFINITIONS SECTION 201 GENERAL SECTION 202 DEFINITIONS
32	2020 MINNESOTA ACCESSIBILITY CODE CHAPTER 11 OF THE 2018 IBC WITH MN AMENDMENTS SECTION 1101 GENERAL SECTION 1102 COMPLIANCE SECTION 1103 SCOPING REQUIREMENTS
33	SECTION 1104 ACCESSIBLE ROUTE
35	SECTION 1105 ACCESSIBLE ENTRANCES SECTION 1106 PARKING AND PASSENGER LOADING FACILITIES TABLE 1106.1 ACCESSIBLE PARKING SPACES
36	SECTION 1107 DWELLING UNITS AND SLEEPING UNITS
38	TABLE 1107.6.1.1 ACCESSIBLE DWELLING UNITS AND SLEEPING UNITS TABLE 1107.6.1.3 DWELLING OR SLEEPING UNITS WITH ACCESSIBLE COMMUNICATION FEATURES
40	SECTION 1108 SPECIAL OCCUPANCIES
41	TABLE 1108.2.2.1 ACCESSIBLE WHEELCHAIR SPACES TABLE 1108.2.7.1 RECEIVERS FOR ASSISTIVE LISTENING SYSTEMS
42	TABLE 1108.3 ACCESSIBLE SELF-SERVICE STORAGE FACILITIES SECTION 1109 OTHER FEATURES AND FACILITIE
45	TABLE 1109.12.2 ACCESSIBLE CHECK-OUT AISLES
46	TABLE 1109.17.1 WHEELCHAIR-ACCESSIBLE TELEPHONES
47	SECTION 1110 RECREATIONAL FACILITIES
48	TABLE 1110.4.9.1 BOAT SLIPS SECTION 1111 SIGNAGE
50	2020 MINNESOTA ACCESSIBILITY CODE SECTION 305 OF THE 2018 IEBC WITH MN AMENDMENTS SECTION 305 ACCESSIBILITY FOR EXISTING BUILDINGS
51	TABLE 305.8.5 RAMPS
54	ACCESSIBILITY, TECHNICAL CRITERIA ICC/ANSI A117.1—2009 WITH MN AMENDMENTS CHAPTER 1 APPLICATION AND ADMINISTRATION SECTION 101 PURPOSE SECTION 102 ANTHROPOMETRIC PROVISIONS SECTION 103 COMPLIANCE ALTERNATIVES SECTION 104 CONVENTIONS SECTION 105 REFERENCED DOCUMENTS
55	FIGURE 104.3 GRAPHIC CONVENTION FOR FIGURES
56	SECTION 106 DEFINITIONS
58	CHAPTER 2 SCOPING SECTION 201 GENERAL SECTION 202 DWELLING AND SLEEPING UNITS SECTION 203 ADMINISTRATION
60	CHAPTER 3 BUILDING BLOCKS SECTION 301 GENERAL SECTION 302 FLOOR SURFACES FIGURE 302.2 CARPET ON FLOOR SURFACES FIGURE 302.3 OPENINGS IN FLOOR SURFACES SECTION 303 CHANGES IN LEVEL FIGURE 303.2 VERTICAL CHANGES IN LEVEL FIGURE 303.3 BEVELED CHANGES IN LEVEL
61	SECTION 304 TURNING SPACE FIGURE 304.3 SIZE OF TURNING SPACE SECTION 305 CLEAR FLOOR SPACE FIGURE 305.3 SIZE OF CLEAR FLOOR SPACE FIGURE 305.5 POSITION OF CLEAR FLOOR SPACE
62	FIGURE 305.7 MANEUVERING CLEARANCE IN AN ALCOVE SECTION 306 KNEE AND TOE CLEARANCE FIGURE 306.2 TOE CLEARANCE
63	FIGURE 306.3 KNEE CLEARANCE SECTION 307 PROTRUDING OBJECTS FIGURE 307.2 LIMITS OF PROTRUDING OBJECTS
64	FIGURE 307.3 POST-MOUNTED PROTRUDING OBJECTS
65	FIGURE 307.4 REDUCED VERTICAL CLEARANCE SECTION 308 REACH RANGES FIGURE 308.2.1 UNOBSTRUCTED FORWARD REACH FIGURE 308.2.2 OBSTRUCTED HIGH FORWARD REACH FIGURE 308.3.1 UNOBSTRUCTED SIDE REACH
66	FIGURE 308.3.2 OBSTRUCTED HIGH SIDE REACH SECTION 309 OPERABLE PARTS
68	CHAPTER 4 ACCESSIBLE ROUTES SECTION 401 GENERAL SECTION 402 ACCESSIBLE ROUTES SECTION 403 WALKING SURFACES FIGURE 403.5 CLEAR WIDTH OF AN ACCESSIBLE ROUTE
69	FIGURE 403.5.2 CLEAR WIDTH AT 180 TURN SECTION 404 DOORS AND DOORWAYS
70	FIGURE 404.2.2 CLEAR WIDTH OF DOORWAYS TABLE 404.2.3.2 TABLE 404.2.3.2 MANEUVERING CLEARANCES AT MANUAL SWINGING DOORS
71	FIGURE 404.2.3.2 MANEUVERING CLEARANCE AT MANUAL SWINGING DOORS
72	TABLE 404.2.3.3 MANEUVERING CLEARANCES AT SLIDING AND FOLDING DOORS TABLE 404.2.3.4 MANEUVERING CLEARANCES FOR DOORWAYS WITHOUT DOORS FIGURE 404.2.3.3 MANEUVERING CLEARANCE AT SLIDING AND FOLDING DOORS
73	FIGURE 404.2.3.4 MANEUVERING CLEARANCE AT DOORWAYS WITHOUT DOORS FIGURE 404.2.3.5 MANEUVERING CLEARANCE AT RECESSED DOORS
74	FIGURE 404.2.5 TWO DOORS IN A SERIES
75	SECTION 405 RAMPS TABLE 405.2 ALLOWABLE RAMP DIMENSIONS FOR CONSTRUCTION IN EXISTING SITES, BUILDINGS AND FACILITIES FIGURE 405.7 RAMP LANDINGS
76	FIGURE 405.9 EDGE PROTECTION—LIMITED DROP OFF FIGURE 405.9.1 EXTENDED FLOOR SURFACE FIGURE 405.9.2 RAMP EDGE PROTECTION
77	SECTION 406 CURB RAMPS FIGURE 406.2 COUNTER SLOPE OF SURFACES ADJACENT TO CURB RAMPS FIGURE 406.3 SIDES OF CURB RAMPS
78	FIGURE 406.7 LANDINGS FIGURE 406.10 DIAGONAL CURB RAMPS
79	FIGURE 406.11 ISLANDS FIGURE 406.15(A) PARALLEL CURB RAMP FIGURE 406.15(B) PARALLEL CURB RAMP
80	SECTION 407 ELEVATORS FIGURE 407.2.1.1 HEIGHT OF ELEVATOR CALL BUTTONS
81	FIGURE 407.2.1.7 DESTINATION-ORIENTED ELEVATOR INDICATION FIGURE 407.2.2.2 ELEVATOR VISIBLE SIGNALS
82	FIGURE 407.2.3.1 FLOOR DESIGNATION FIGURE 407.2.3.2 DESTINATION-ORIENTED ELEVATOR CAR IDENTIFICATION
83	TABLE 407.4.1 MINIMUM DIMENSIONS OF ELEVATOR CARS FIGURE 407.4.1 INSIDE DIMENSIONS OF ELEVATOR CARS
84	FIGURE 407.4.6.2 ELEVATOR CAR CONTROL BUTTONS
85	TABLE 407.4.7.1.3 CONTROL BUTTON IDENTIFICATION
86	SECTION 408 LIMITED-USE/LIMITED-APPLICATION ELEVATORS
87	SECTION 409 PRIVATE RESIDENCE ELEVATORS
88	FIGURE 408.3.3 DOOR LOCATION FOR LIMITED USE/LIMITED APPLICATION (LULA) ELEVATORS
89	FIGURE 408.4.1 INSIDE DIMENSIONS OF LIMITED USE/LIMITED APPLICATION (LULA) ELEVATOR CARS
90	FIGURE 409.4.6.3 LOCATION OF CONTROLS IN PRIVATE RESIDENCE ELEVATORS SECTION 410 PLATFORM LIFTS
91	FIGURE 410.2.1 PLATFORM LIFT DOORS AND GATES
92	CHAPTER 5 GENERAL SITE AND BUILDING ELEMENTS SECTION 501 GENERAL SECTION 502 PARKING SPACES FIGURE 502.2 VEHICLE PARKING SPACE SIZE FIGURE 502.4 PARKING SPACE ACCESS AISLE
93	SECTION 503 PASSENGER LOADING ZONES FIGURE 503.3 PASSENGER LOADING ZONE ACCESS AISLE
94	SECTION 504 STAIRWAYS FIGURE 504.2 TREADS AND RISERS FOR ACCESSIBLE STAIRWAYS FIGURE 504.5 STAIR NOSINGS SECTION 505 HANDRAILS
95	FIGURE 505.4 HANDRAIL HEIGHT FIGURE 505.5 HANDRAIL CLEARANCE
96	FIGURE 505.7 HANDRAIL CROSS SECTION FIGURE 505.10.1 TOP AND BOTTOM HANDRAIL EXTENSIONS AT RAMPS SECTION 506 WINDOWS
97	FIGURE 505.10.2 TOP HANDRAIL EXTENSIONS AT STAIRS FIGURE 505.10.3 BOTTOM HANDRAIL EXTENSIONS AT STAIRS
98	CHAPTER 6 PLUMBING ELEMENTS AND FACILITIES SECTION 601 GENERAL SECTION 602 DRINKING FOUNTAINS FIGURE 602.2 PARALLEL APPROACH AT DRINKING FOUNTAINS PRIMARILY FOR CHILDREN’S USE—(EXCEPTION 2) FIGURE 602.5 DRINKING FOUNTAIN SPOUT LOCATION
99	SECTION 603 TOILET AND BATHING ROOMS TABLE 603.6 MAXIMUM REACH DEPTH AND HEIGHT SECTION 604 WATER CLOSETS AND TOILET COMPARTMENTS FIGURE 604.2 WATER CLOSET LOCATION
100	FIGURE 604.3 SIZE OF CLEARANCE FOR WATER CLOSET FIGURE 604.4 WATER CLOSET SEAT HEIGHT FIGURE 604.5.1 SIDE WALL GRAB BAR FOR WATER CLOSET
101	FIGURE 604.5.2� REAR WALL GRAB BAR FOR WATER CLOSET
102	FIGURE 604.7 DISPENSER OUTLET LOCATION
103	TABLE 604.9.3.1 DOOR OPENING LOCATION FIGURE 604.9.3.1 WHEELCHAIR ACCESSIBLE COMPARTMENT DOOR OPENINGS
104	FIGURE 604.9.3.1(C) WHEELCHAIR ACCESSIBLE COMPARTMENT DOOR OPENINGS—ALTERNATE FIGURE 604.9.5 WHEELCHAIR ACCESSIBLE COMPARTMENT TOE CLEARANCE
105	FIGURE 604.10 AMBULATORY ACCESSIBLE COMPARTMENT FIGURE 604.11.2 CHILDREN’S WATER CLOSET LOCATION
106	FIGURE 604.11.4 CHILDREN’S WATER CLOSET HEIGHT FIGURE 604.11.7 CHILDREN’S DISPENSER OUTLET LOCATION SECTION 605 URINALS FIGURE 605.2 HEIGHT OF URINALS SECTION 606 LAVATORIES AND SINKS
107	FIGURE 606.3 HEIGHT OF LAVATORIES AND SINKS SECTION 607 BATHTUBS FIGURE 607.2 CLEARANCE FOR BATHTUBS
108	FIGURE 607.4.1 GRAB BARS FOR BATHTUBS WITH PERMANENT SEATS FIGURE 607.4.2 GRAB BARS FOR BATHTUBS WITHOUT PERMANENT SEATS FIGURE 607.5 LOCATION OF BATHTUB CONTROLS
109	SECTION 608 SHOWER COMPARTMENTS FIGURE 608.2.1 TRANSFER-TYPE SHOWER COMPARTMENT SIZE AND CLEARANCE FIGURE 608.2.2 STANDARD ROLL-IN-TYPE SHOWER COMPARTMENT SIZE AND CLEARANCE
110	FIGURE 608.2.3 ALTERNATE ROLL-IN-TYPE SHOWER COMPARTMENT SIZE AND CLEARANCE FIGURE 608.3.1 GRAB BARS IN TRANSFER-TYPE SHOWERS FIGURE 608.3.2 GRAB BARS IN STANDARD ROLL-IN-TYPE SHOWERS
111	FIGURE 608.3.3 GRAB BARS IN ALTERNATE ROLL-IN-TYPE SHOWERS FIGURE 608.4.1 TRANSFER-TYPE SHOWER CONTROLS AND HANDSHOWER LOCATION FIGURE 608.4.2 STANDARD ROLL-IN-TYPE SHOWER CONTROL AND HANDSHOWER LOCATION SECTION 609 GRAB BARS
112	FIGURE 608.4.3 ALTERNATE ROLL-IN-TYPE SHOWER CONTROL AND HANDSHOWER LOCATION FIGURE 609.2 SIZE OF GRAB BARS
113	FIGURE 609.3 SPACING OF GRAB BARS FIGURE 609.4.2 POSITION OF CHILDREN’S GRAB BARS SECTION 610 SEATS
114	FIGURE 610.2 BATHTUB SEATS FIGURE 610.3.1 RECTANGULAR SHOWER COMPARTMENT SEAT
115	FIGURE 610.3.2 L-SHAPED SHOWER COMPARTMENT SEAT SECTION 611 WASHING MACHINES AND CLOTHES DRYERS FIGURE 611.2 CLEAR FLOOR SPACE SECTION 612 SAUNAS AND STEAM ROOMS
116	FIGURE 611.4 HEIGHT OF LAUNDRY EQUIPMENT
118	CHAPTER 7 COMMUNICATION ELEMENTS AND FEATURES SECTION 701 GENERAL SECTION 702 ALARMS SECTION 703 SIGNS TABLE 703.2.4 VISUAL CHARACTER HEIGHT
119	FIGURE 703.3.5 CHARACTER HEIGHT
120	FIGURE 703.3.10 HEIGHT OF RAISED CHARACTERS ABOVE FLOOR FIGURE 703.3.11 LOCATION OF SIGNS AT DOORS
121	FIGURE 703.4.3 BRAILLE DIMENSIONS TABLE 703.4.3 BRAILLE DIMENSIONS FIGURE 703.4.4 POSITION OF BRAILLE
122	FIGURE 703.4.5 HEIGHT OF BRAILLE CHARACTERS ABOVE FLOOR FIGURE 703.5 PICTOGRAM FIELD FIGURE 703.6.3.1 INTERNATIONAL SYMBOL OF ACCESSIBILITY
123	FIGURE 703.6.3.2 INTERNATIONAL TTY SYMBOL FIGURE 703.6.3.3 INTERNATIONAL SYMBOL OF ACCESS FOR HEARING LOSS FIGURE 703.6.3.4 VOLUME-CONTROLLED TELEPHONE TABLE 703.7.4 LOW RESOLUTION VMS CHARACTER HEIGHT
124	FIGURE 703.7.5 LOW RESOLUTION VMS SIGNAGE CHARACTERS TABLE 703.7.5 PIXEL COUNT FOR LOW RESOLUTION VMS SIGNAGE1
125	SECTION 704 TELEPHONES FIGURE 704.2.1 CLEAR FLOOR SPACE FOR TELEPHONES
126	SECTION 705 DETECTABLE WARNINGS FIGURE 705.5 TRUNCATED DOME SIZE AND SPACING SECTION 706 ASSISTIVE LISTENING SYSTEMS
127	SECTION 707 AUTOMATIC TELLER MACHINES (ATMS) AND FARE MACHINES FIGURE 707.5 NUMERIC KEY LAYOUT TABLE 707.6.1 RAISED SYMBOLS
128	SECTION 708 TWO-WAY COMMUNICATION SYSTEMS
130	CHAPTER 8 SPECIAL ROOMS AND SPACES SECTION 801 GENERAL SECTION 802 ASSEMBLY AREAS FIGURE 802.3 WIDTH OF A WHEELCHAIR SPACE IN ASSEMBLY AREAS FIGURE 802.4 DEPTH OF A WHEELCHAIR SPACE IN ASSEMBLY AREAS
131	FIGURE 802.9.1.1 LINES OF SIGHT OVER THE HEADS OF SEATED SPECTATORS
132	FIGURE 802.9.1.2 LINES OF SIGHT BETWEEN THE HEADS OF SEATED SPECTATORS FIGURE 802.9.2 LINE OF SIGHT OVER STANDING SPECTATORS
133	TABLE 802.9.2.2 REQUIRED WHEELCHAIR SPACE LOCATION ELEVATION OVER STANDING SPECTATORS TABLE 802.10 WHEELCHAIR SPACE LOCATION DISPERSION
134	SECTION 803 DRESSING, FITTING, AND LOCKER ROOMS SECTION 804 KITCHENS AND KITCHENETTES FIGURE 804.2.1 PASS-THROUGH KITCHEN CLEARANCE
135	FIGURE 804.2.2 U-SHAPED KITCHEN CLEARANCE SECTION 805 TRANSPORTATION FACILITIES
136	FIGURE 805.2.2 SIZE OF BUS BOARDING AND ALIGHTING AREAS FIGURE 805.3 BUS SHELTERS
137	FIGURE 805.10 TRACK CROSSINGS SECTION 806 HOLDING CELLS AND HOUSING CELLS
138	SECTION 807 COURTROOMS
140	CHAPTER 9 BUILT-IN FURNISHINGS AND EQUIPMENT SECTION 901 GENERAL SECTION 902 DINING SURFACES AND WORK SURFACES SECTION 903 BENCHES SECTION 904 SALES AND SERVICE COUNTERS
141	FIGURE 903 BENCHES FIGURE 904.3(A) SALES AND SERVICE COUNTERS—CROSS SECTION
142	FIGURE 904.3(B) SALES AND SERVICE COUNTERS—ELEVATION FIGURE 904.4.2 HEIGHT OF CHECKOUT COUNTERS SECTION 905 STORAGE FACILITIES
144	CHAPTER 10 DWELLING UNITS AND SLEEPING UNITS SECTION 1001 GENERAL SECTION 1002 ACCESSIBLE UNITS
145	SECTION 1003 TYPE A UNITS
147	FIGURE 1003.11.2.4 WATER CLOSETS IN TYPE A UNITS
148	FIGURE 1003.11.2.5.1 CLEARANCE FOR BATHTUBS IN TYPE A UNITS FIGURE 1003.11.2.5.2 STANDARD ROLL-IN-TYPE SHOWER COMPARTMENT IN TYPE A UNITS
149	FIGURE 1003.12.1.1 MINIMUM KITCHEN CLEARANCE IN TYPE A UNITS FIGURE 1003.12.1.2 U-SHAPED KITCHEN CLEARANCE IN TYPE A UNITS FIGURE 1003.12.3 WORK SURFACE IN KITCHEN FOR TYPE A UNITS
150	FIGURE 1003.12.4 KITCHEN SINK FOR TYPE A UNITS
151	SECTION 1004 TYPE B UNITS
153	FIGURE 1004.11.1.1 SWING-UP GRAB BAR FOR WATER CLOSET FIGURE 1004.11.3.1.1 LAVATORY IN TYPE B UNITS—OPTION A BATHROOMS
154	FIGURE 1004.11.3.1.2 CLEARANCE AT WATER CLOSETS IN TYPE B UNITS
155	FIGURE 1004.11.3.1.3.1 PARALLEL APPROACH BATHTUB IN TYPE B UNITS—OPTION A BATHROOMS FIGURE 1004.11.3.1.3.2 FORWARD APPROACH BATHTUB IN TYPE B UNITS—OPTION A BATHROOMS FIGURE 1004.11.3.1.3.3 TRANSFER-TYPE SHOWER COMPARTMENT IN TYPE B UNITS
156	FIGURE 1004.11.3.2.1 LAVATORY IN TYPE B UNITS—OPTION B BATHROOMS FIGURE 1004.11.3.2.3.1 BATHROOM CLEARANCE IN TYPE B UNITS—OPTION B BATHROOMS
157	FIGURE 1004.12.1.1 MINIMUM KITCHEN CLEARANCE IN TYPE B UNITS FIGURE 1004.12.1.2 U-SHAPED KITCHEN CLEARANCE IN TYPE B UNITS SECTION 1005 TYPE C (VISITABLE) UNITS
158	SECTION 1006 UNITS WITH ACCESSIBLE COMMUNICATION FEATURES
160	CHAPTER 11 RECREATIONAL FACILITIES SECTION 1101 GENERAL SECTION 1102 AMUSEMENT RIDES
161	FIGURE 1102.4.4.3 PROTRUSIONS IN WHEELCHAIR SPACES IN AMUSEMENT RIDES SECTION 1103 RECREATIONAL BOATING FACILITIES
162	FIGURE 1103.3.1(A) BOAT SLIP CLEARANCE
163	FIGURE 1103.3.1(B) (EXCEPTION 1) CLEAR PIER SPACE REDUCTION AT BOAT SLIPS FIGURE 1103.3.1(C) (EXCEPTION 2) EDGE PROTECTION AT BOAT SLIPS
164	FIGURE 1103.3.2(A) BOARDING PIER CLEARANCE FIGURE 1103.3.2(B) (EXCEPTION 1) CLEAR PIER SPACE REDUCTION AT BOARDING PIERS FIGURE 1103.3.2(C) (EXCEPTION 2) EDGE PROTECTION AT BOARDING PIERS
165	SECTION 1104 EXERCISE MACHINES AND EQUIPMENT SECTION 1105 FISHING PIERS AND PLATFORMS FIGURE 1105.3.2 EXTENDED GROUND OR DECK SURFACE AT FISHING PIERS AND PLATFORMS SECTION 1106 GOLF FACILITIES
166	SECTION 1107 MINIATURE GOLF FACILITIES FIGURE 1107.3.2 GOLF CLUB REACH RANGE AREA SECTION 1108 PLAY AREAS
167	TABLE 1108.3.2.1.2 NUMBER AND TYPES OF GROUND LEVEL PLAY COMPONENTS REQUIRED TO BE ON ACCESSIBLE ROUTES
169	FIGURE 1108.4.2.1 TRANSFER PLATFORMS FIGURE 1108.4.2.2 TRANSFER STEPS
170	SECTION 1109 SWIMMING POOLS, WADING POOLS, HOT TUBS AND SPAS FIGURE 1109.2.2 POOL LIFT SEAT LOCATION FIGURE 1109.2.3 CLEAR DECK SPACE AT POOL LIFTS
171	FIGURE 1109.2.4 POOL LIFT SEAT HEIGHT FIGURE 1109.2.8 POOL LIFT SUBMERGED DEPTH FIGURE 1109.3.2 SLOPED ENTRY SUBMERGED DEPTH
172	FIGURE 1109.3.3 HANDRAILS FOR SLOPED ENTRY FIGURE 1109.4.1 CLEAR DECK SPACE AT TRANSFER WALLS FIGURE 1109.4.2 TRANSFER WALL HEIGHT FIGURE 1109.4.3 DEPTH AND LENGTH OF TRANSFER WALLS
173	FIGURE 1109.4.5 GRAB BARS FOR TRANSFER WALLS FIGURE 1109.5.1 SIZE OF TRANSFER PLATFORM FIGURE 1109.5.2 CLEAR DECK SPACE AT TRANSFER PLATFORM FIGURE 1109.5.4 TRANSFER STEPS
174	FIGURE 1109.5.6 SIZE OF TRANSFER STEPS FIGURE 1109.5.7 GRAB BARS SECTION 1110 SHOOTING FACILITIES WITH FIRING POSITIONS
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