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MN ConservationCodeforExistingBuildings 2020.pdf

MN ConservationCodeforExistingBuildings 2020.pdf

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Minnesota Conservation Code for Existing Buildings

Published By Publication Date Number of Pages
MN 2020 269
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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 ConservationCodeforExistingBuildings 2020.pdf
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