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MN MinnesotaConservationCodeforExistingBuildings 2015

MN MinnesotaConservationCodeforExistingBuildings 2015

$40.63

Minnesota Conservation Code for Existing Buildings

Published By Publication Date Number of Pages
MN 2015 244
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This is a soft cover fully integrated custom Minnesota code based on the 2012 International Existing Building CodeÂŽ . This code also includes Minnesota chapter 1300 Administration. Effective date: January 24, 2015

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PDF Pages PDF Title
1 2015 MINNESOTA CONSERVATION CODE FOR EXISTING BUILDINGS
2 COPYRIGHT
3 MINNESOTA DEPARTMENT OF LABOR & INDUSTRY
4 IMPORTANT DISCLAIMER
5 PREFACE
9 EFFECTIVE USE OF THE INTERNATIONAL EXISTING BUILDING CODE
13 TABLE OF CONTENTS
17 2015 MINNESOTA BUILDING CODE ADMINISTRATION
1300.0010 ADMINISTRATION
1300.0020 TITLE
1300.0030 PURPOSE AND APPLICATION
1300.0040 SCOPE
18 1300.0050 CHAPTERS OF MINNESOTA STATE BUILDING CODE
1300.0060 OPTIONAL ADMINISTRATION
1300.0070 DEFINITIONS
19 1300.0080 CODE ADOPTION AND AMENDMENTS
1300.0090 DEPARTMENT OF BUILDING SAFETY
1300.0110 DUTIES AND POWERS OF BUILDING OFFICIAL
21 1300.0120 PERMITS
23 1300.0130 CONSTRUCTION DOCUMENTS
24 1300.0140 VIOLATIONS
1300.0150 VIOLATIONS, PENALTY
1300.0160 FEES
25 1300.0170 STOP WORK ORDER
1300.0180 UNSAFE BUILDINGS OR STRUCTURES
26 1300.0190 TEMPORARY STRUCTURES AND USES
1300.0210 INSPECTIONS
27 1300.0215 PLUMBING
1300.0220 CERTIFICATE OF OCCUPANCY
28 1300.0225 MAINTENANCE
1300.0230 BOARD OF APPEALS
29 1300.0240 DISCLAIMER CLAUSE
1300.0250 SEVERABILITY
31 2015 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
33 CHAPTER 1 SCOPE AND ADMINISTRATION – DELETED
35 CHAPTER 2 DEFINITIONS
SECTION 201 GENERAL
SECTION 202 GENERAL DEFINITIONS
37 CHAPTER 3 COMPLIANCE METHODS
SECTION 301 COMPLIANCE METHODS
TABLE 301.1.4.1 PERFORMANCE CRITERIA FOR IBC—LEVEL SEISMIC FORCES OCCUPANCY
38 TABLE 301.1.4.2 PERFORMANCE CRITERIA FOR REDUCED IBC—LEVEL SEISMIC FORCES RISK CATEGORY
39 CHAPTER 4 PRESCRIPTIVE COMPLIANCE METHOD
SECTION 401 GENERAL
SECTION 402 ADDITIONS
40 SECTION 403 ALTERATIONS
41 SECTION 404 REPAIRS
42 SECTION 405 FIRE ESCAPES
TABLE 405.4 DIMENSIONS FOR EXISTING AND REPLACEMENT FIRE ESCAPE STAIRS
SECTION 406 GLASS REPLACEMENT
SECTION 407 CHANGE OF OCCUPANCY
TABLE 407.1 LIFE SAFETY AND FIRE RISK
43 SECTION 408 HISTORIC BUILDINGS
SECTION 409 MOVED STRUCTURES
SECTION 410 ACCESSIBILITY FOR EXISTING BUILDINGS
45 CHAPTER 5 CLASSIFICATION OF WORK
SECTION 501 GENERAL
SECTION 502 REPAIRS
SECTION 503 ALTERATION—LEVEL 1
SECTION 504 ALTERATION—LEVEL 2
SECTION 505 ALTERATION—LEVEL 3
SECTION 506 CHANGE OF OCCUPANCY
SECTION 507 ADDITIONS
SECTION 508 HISTORIC BUILDINGS
SECTION 509 RELOCATED BUILDINGS
47 CHAPTER 6 REPAIRS
SECTION 601 GENERAL
SECTION 602 BUILDING ELEMENTS AND MATERIALS
SECTION 603 FIRE PROTECTION
SECTION 604 MEANS OF EGRESS
SECTION 605 ACCESSIBILITY
SECTION 606 STRUCTURAL
48 SECTION 607 ELECTRICAL
SECTION 608 MECHANICAL
49 SECTION 609 PLUMBING
51 CHAPTER 7 ALTERATIONS—LEVEL 1
SECTION 701 GENERAL
SECTION 702 BUILDING ELEMENTS AND MATERIALS
SECTION 703 FIRE PROTECTION
SECTION 704 MEANS OF EGRESS
SECTION 705 ACCESSIBILITY
SECTION 706 STRUCTURAL
52 SECTION 707 ENERGY CONSERVATION
53 CHAPTER 8 ALTERATIONS—LEVEL 2
SECTION 801 GENERAL
SECTION 802 SPECIAL USE AND OCCUPANCY
SECTION 803 BUILDING ELEMENTS AND MATERIALS
55 SECTION 804 FIRE PROTECTION
57 SECTION 805 MEANS OF EGRESS
61 SECTION 806 ACCESSIBILITY
SECTION 807 STRUCTURAL
SECTION 808 ELECTRICAL
62 SECTION 809 MECHANICAL
SECTION 810 PLUMBING
SECTION 811 ENERGY CONSERVATION
63 CHAPTER 9 ALTERATIONS—LEVEL 3
SECTION 901 GENERAL
SECTION 902 SPECIAL USE AND OCCUPANCY
SECTION 903 BUILDING ELEMENTS AND MATERIALS
64 SECTION 904 FIRE PROTECTION
SECTION 905 MEANS OF EGRESS
SECTION 906 ACCESSIBILITY
SECTION 907 STRUCTURAL
65 SECTION 908 ENERGY CONSERVATION
67 CHAPTER 10 CHANGE OF OCCUPANCY
SECTION 1001 GENERAL
SECTION 1002 SPECIAL USE AND OCCUPANCY
SECTION 1003 BUILDING ELEMENTS AND MATERIALS
SECTION 1004 FIRE PROTECTION
SECTION 1005 MEANS OF EGRESS
SECTION 1006 ACCESSIBILITY
SECTION 1007 STRUCTURAL
68 SECTION 1008 ELECTRICAL
69 SECTION 1009 MECHANICAL
SECTION 1010 PLUMBING
SECTION 1011 OTHER REQUIREMENTS
SECTION 1012 CHANGE OF OCCUPANCY CLASSIFICATION
70 TABLE 1012.4 MEANS OF EGRESS HAZARD CATEGORIES
TABLE 1012.5 HEIGHTS AND AREAS HAZARD CATEGORIES
71 TABLE 1012.6 EXPOSURE OF EXTERIOR WALLS HAZARD CATEGORIES
73 CHAPTER 11 ADDITIONS
SECTION 1101 GENERAL
SECTION 1102 HEIGHTS AND AREAS
SECTION 1103 STRUCTURAL
74 SECTION 1104 SMOKE ALARMS IN OCCUPANCY GROUPS R AND I-1
SECTION 1105 ACCESSIBILITY
SECTION 1106 ENERGY CONSERVATION
75 CHAPTER 12 HISTORIC BUILDINGS
SECTION 1201 GENERAL
SECTION 1202 REPAIRS
SECTION 1203 FIRE SAFETY
76 SECTION 1204 ALTERATIONS
SECTION 1205 CHANGE OF OCCUPANCY
77 SECTION 1206 STRUCTURAL
79 CHAPTER 13 RELOCATED OR MOVED BUILDINGS
SECTION 1301 GENERAL
SECTION 1302 REQUIREMENTS
81 CHAPTER 14 PERFORMANCE COMPLIANCE METHODS
SECTION 1401 GENERAL
82 EQUATION 14-1
EQUATION 14-2
EQUATION 14-3
83 EQUATION 14-4
TABLE 1401.6.3 COMPARTMENTATION VALUES
TABLE 1401.6.4 SEPARATION VALUES
84 TABLE 1401.6.5 CORRIDOR WALL VALUES
TABLE 1401.6.6(1) VERTICAL OPENING PROTECTION VALUE
TABLE 1401.6.6(2) CONSTRUCTION-TYPE FACTOR
EQUATION 14-5
85 TABLE 1401.6.8 AUTOMATIC FIRE DETECTION VALUES
TABLE 1401.6.9 FIRE ALARM SYSTEM VALUES
TABLE 1401.6.10 SMOKE CONTROL VALUES
86 TABLE 1401.6.11 MEANS OF EGRESS VALUESa
TABLE 1401.6.12 DEAD-END VALUES
87 EQUATION 14-6
TABLE 1401.6.14 ELEVATOR CONTROL VALUES
TABLE 1401.6.15 MEANS-OF-EGRESS EMERGENCY LIGHTING VALUES
TABLE 1401.6.16 MIXED OCCUPANCY VALUESa
88 TABLE 1401.6.17 SPRINKLER SYSTEM VALUES
TABLE 1401.6.18 STANDPIPE SYSTEM VALUES
89 TABLE 1401.6.19 INCIDENTAL USE AREA VALUESa
TABLE 1401.8 MANDATORY SAFETY SCORESa
90 TABLE 1401.7 SUMMARY SHEET-BUILDING CODE
91 TABLE 1401.9 EVALUATION FORMULASa
93 IBC CHAPTER 33 SAFEGUARDS DURING CONSTRUCTION
SECTION 3301 GENERAL
SECTION 3302 CONSTRUCTION SAFEGUARDS
SECTION 3303 DEMOLITION
SECTION 3304 SITE WORK
94 SECTION 3305 SANITARY
SECTION 3306 PROTECTION OF PEDESTRIANS
TABLE 3306.1 PROTECTION OF PEDESTRIANS
95 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
SECTION 3311 STANDPIPES
96 SECTION 3312 AUTOMATIC SPRINKLER SYSTEM
SECTION 3313 WATER SUPPLY FOR FIRE PROTECTION
97 CHAPTER 16 REFERENCED STANDARDS
ASCE/SEI
ASHRAE
ASME
ASTM
98 DOC
ICC
NFPA
99 RESOURCE A GUIDELINES ON FIRE RATINGS OF ARCHAIC MATERIALS AND ASSEMBLIES
INTRODUCTION
PURPOSE
100 1 FIRE-RELATED PERFORMANCE OF ARCHAIC MATERIALS AND ASSEMBLIES
1.1 FIRE PERFORMANCE MEASURES
101 1.2 COMBUSTIBLE CONSTRUCTION TYPES
2 BUILDING EVALUATION
2.1 PRELIMINARY EVALUATION
102 FIGURE 1 PRELIMINARY EVALUATION FIELD NOTES
103 FIGURE 2 PRELIMINARY EVALUATION WORKSHEET
104 2.2 FIRE RESISTANCE OF EXISTING BUILDING ELEMENTS
2.3 EFFECTS OF PENETRATIONS IN FIRE RESISTANT ASSEMBLIES
3 FINAL EVALUATION AND DESIGN SOLUTION
105 3.1 THE EXPERIMENTAL APPROACH
3.2 THE THEORETICAL APPROACH
HARMATHY’S TEN RULES
107 ILLUSTRATION OF HARMATHY’S RULES
EXAMPLE APPLICATION OF HARMATHY’S RULES
109 3.3 “THICKNESS DESIGN” STRATEGY
3.4 EVALUATION OF DOORS
110 FIGURE 3 MODIFICATION DETAILS
111 4 SUMMARY
113 APPENDIX
INTRODUCTION
RESOURCE A TABLE OF CONTENTS
115 PURPOSE AND PROCEDURE
116 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
117 TABLE 1.1.1—continued MASONRY WALLS 0″ TO LESS THAN 4″ THICK
118 TABLE 1.1.1—continued MASONRY WALLS 0″ TO LESS THAN 4″ THICK
119 FIGURE 1.1.2 MASONRY WALLS 4″ TO LESS THAN 6″ THICK
TABLE 1.1.2 MASONRY WALLS 4″ TO LESS THAN 6″ THICK
120 TABLE 1.1.2—continued MASONRY WALLS 4″ TO LESS THAN 6″ THICK
121 TABLE 1.1.2—continued MASONRY WALLS 4″ TO LESS THAN 6″ THICK
122 TABLE 1.1.2—continued MASONRY WALLS 4″ TO LESS THAN 6″ THICK
123 TABLE 1.1.2—continued MASONRY WALLS 4″ TO LESS THAN 6″ THICK
124 TABLE 1.1.2—continued MASONRY WALLS 4″ TO LESS THAN 6″ THICK
125 TABLE 1.1.2—continued MASONRY WALLS 4″ TO LESS THAN 6″ THICK
126 FIGURE 1.1.3 MASONRY WALLS 6″ TO LESS THAN 8″ THICK
TABLE 1.1.3 MASONRY WALLS 6″ TO LESS THAN 8″ THICK
127 TABLE 1.1.3—continued MASONRY WALLS 6″ TO LESS THAN 8″ THICK
128 TABLE 1.1.3—continued MASONRY WALLS 6″ TO LESS THAN 8″ THICK
129 TABLE 1.1.3—continued MASONRY WALLS 6″ TO LESS THAN 8″ THICK
130 TABLE 1.1.3—continued MASONRY WALLS 6″ TO LESS THAN 8″ THICK
131 FIGURE 1.1.4 MASONRY WALLS 8″ TO LESS THAN 10″ THICK
TABLE 1.1.4 MASONRY WALLS 8″ TO LESS THAN 10″ THICK
132 TABLE 1.1.4—continued MASONRY WALLS 8″ TO LESS THAN 10″ THICK
133 TABLE 1.1.4—continued MASONRY WALLS 8″ TO LESS THAN 10″ THICK
134 TABLE 1.1.4—continued MASONRY WALLS 8″ TO LESS THAN 10″ THICK
135 TABLE 1.1.4—continued MASONRY WALLS 8″ TO LESS THAN 10″ THICK
136 TABLE 1.1.4—continued MASONRY WALLS 8″ TO LESS THAN 10″ THICK
137 TABLE 1.1.4—continued MASONRY WALLS 8″ TO LESS THAN 10″ THICK
138 TABLE 1.1.4—continued MASONRY WALLS 8″ TO LESS THAN 10″ THICK
139 FIGURE 1.1.5 MASONRY WALLS 10″ TO LESS THAN 12″ THICK
TABLE 1.1.5 MASONRY WALLS 10″ TO LESS THAN 12″ THICK
140 TABLE 1.1.5—continued MASONRY WALLS 10″ TO LESS THAN 12″ THICK
141 TABLE 1.1.5—continued MASONRY WALLS 10″ TO LESS THAN 12″ THICK
142 TABLE 1.1.5—continued MASONRY WALLS 10″ TO LESS THAN 12″ THICK
143 FIGURE 1.1.6 MASONRY WALLS 12″ TO LESS THAN 14″ THICK
TABLE 1.1.6 MASONRY WALLS 12″ TO LESS THAN 14″ THICK
144 TABLE 1.1.6—continued MASONRY WALLS 12″ TO LESS THAN 14″ THICK
145 TABLE 1.1.6—continued MASONRY WALLS 12″ TO LESS THAN 14″ THICK
146 TABLE 1.1.6—continued MASONRY WALLS 12″ TO LESS THAN 14″ THICK
147 TABLE 1.1.6—continued MASONRY WALLS 12″ TO LESS THAN 14″ THICK
148 TABLE 1.1.6—continued MASONRY WALLS 12″ TO LESS THAN 14″ THICK
149 FIGURE 1.1.7 MASONRY WALLS 14″ OR MORE THICK
TABLE 1.1.7 MASONRY WALLS 14″ OR MORE THICK
150 TABLE 1.1.7—continued MASONRY WALLS 14″ OR MORE THICK
151 TABLE 1.1.7—continued MASONRY WALLS 14″ OR MORE THICK
152 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
153 TABLE 1.2.1—continued METAL FRAME WALLS 0″ TO LESS THAN 4″ THICK
154 TABLE 1.2.1—continued METAL FRAME WALLS 0″ TO LESS THAN 4″ THICK
155 TABLE 1.2.1—continued METAL FRAME WALLS 0″ TO LESS THAN 4″ THICK
156 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
157 TABLE 1.2.2—continued METAL FRAME WALLS 4″ TO LESS THAN 6″ THICK
158 TABLE 1.2.3 METAL FRAME WALLS 6″ TO LESS THAN 8″ THICK
159 TABLE 1.2.4 METAL FRAME WALLS 8″ TO LESS THAN 10″ THICK
160 TABLE 1.3.1 WOOD FRAME WALLS 0″ TO LESS THAN 4″ THICK
161 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
162 TABLE 1.3.2—continued WOOD FRAME WALLS 4″ TO LESS THAN 6″ THICK
163 TABLE 1.3.2—continued WOOD FRAME WALLS 4″ TO LESS THAN 6″ THICK
164 TABLE 1.3.2—continued WOOD FRAME WALLS 4″ TO LESS THAN 6″ THICK
165 TABLE 1.3.2—continued WOOD FRAME WALLS 4″ TO LESS THAN 6″ THICK
166 TABLE 1.3.2—continued WOOD FRAME WALLS 4″ TO LESS THAN 6″ THICK
167 TABLE 1.3.2—continued WOOD FRAME WALLS 4″ TO LESS THAN 6″ THICK
168 TABLE 1.3.2—continued WOOD FRAME WALLS 4″ TO LESS THAN 6″ THICK
169 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
170 TABLE 1.4.2 MISCELLANEOUS MATERIALS WALLS 4″ TO LESS THAN 6″ THICK
171 FIGURE 1.5.1 FINISH RATINGS—INORGANIC MATERIALS
TABLE 1.5.1 FINISH RATINGS—INORGANIC MATERIALS
172 TABLE 1.5.1—continued FINISH RATINGS—INORGANIC MATERIALS
TABLE 1.5.2 FINISH RATINGS—ORGANIC MATERIALS
173 SECTION II -COLUMNS
TABLE 2.1.1 REINFORCED CONCRETE COLUMNS MINIMUM DIMENSION 0″ TO LESS THAN 6″
174 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″
175 TABLE 2.1.2—continued REINFORCED CONCRETE COLUMNS MINIMUM DIMENSION 10″ TO LESS THAN 12″
176 TABLE 2.1.2—continued REINFORCED CONCRETE COLUMNS MINIMUM DIMENSION 10″ TO LESS THAN 12″
177 TABLE 2.1.3 REINFORCED CONCRETE COLUMNS MINIMUM DIMENSION 12″ TO LESS THAN 14″
178 TABLE 2.1.4 REINFORCED CONCRETE COLUMNS MINIMUM DIMENSION 14″ TO LESS THAN 16″
179 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″
180 TABLE 2.1.5—continued REINFORCED CONCRETE COLUMNS MINIMUM DIMENSION 16″ TO LESS THAN 18″
181 TABLE 2.1.6 REINFORCED CONCRETE COLUMNS MINIMUM DIMENSION 18″ TO LESS THAN 20″
182 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″
183 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″
184 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″
185 TABLE 2.2 ROUND CAST IRON COLUMNS
186 FIGURE 2.3 STEEL COLUMNS-GYPSUM ENCASEMENTS
TABLE 2.3 STEEL COLUMNS—GYPSUM ENCASEMENTS
187 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″
188 TABLE 2.5.1.2 STEEL COLUMNS—CONCRETE ENCASEMENTS 6″ TO LESS THAN 8″ THICK
189 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″
190 TABLE 2.5.1.3—continued STEEL COLUMNS—CONCRETE ENCASEMENTS MINIMUM DIMENSION 8″ TO LESS THAN 10″
191 FIGURE 2.5.1.4 STEEL COLUMNS—CONCRETE ENCASEMENTS MINIMUM DIMENSION 10″ TO LESS THAN 12″
TABLE 2.5.1.4STEEL COLUMNS—CONCRETE ENCASEMENTS MINIMUM DIMENSION 10″ TO LESS THAN 12″
192 TABLE 2.5.1.4—continued STEEL COLUMNS—CONCRETE ENCASEMENTSMINIMUM DIMENSION 10″ TO LESS THAN 12″
193 TABLE 2.5.1.4—continued STEEL COLUMNS—CONCRETE ENCASEMENTS MINIMUM DIMENSION 10″ TO LESS THAN 12″
194 TABLE 2.5.1.4—continued STEEL COLUMNS—CONCRETE ENCASEMENTS MINIMUM DIMENSION 10″ TO LESS THAN 12″
195 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″
196 TABLE 2.5.1.5 STEEL COLUMNS—CONCRETE ENCASEMENTS MINIMUM DIMENSION 12″ TO LESS THAN 14″
197 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″
198 TABLE 2.5.1.6—continued STEEL COLUMNS—CONCRETE ENCASEMENTS MINIMUM DIMENSION 14″ TO LESS THAN 16″
199 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″
200 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″
201 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″
202 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″
203 SECTION III FLOOR/CEILING ASSEMBLIES
FIGURE 3.1 FLOOR/CEILING ASSEMBLIES—REINFORCED CONCRETE
TABLE 3.1 FLOOR/CEILING ASSEMBLIES—REINFORCED CONCRETE
204 TABLE 3.1—continued FLOOR/CEILING ASSEMBLIES—REINFORCED CONCRETE
205 TABLE 3.1—continued FLOOR/CEILING ASSEMBLIES—REINFORCED CONCRETE
206 TABLE 3.1—continued FLOOR/CEILING ASSEMBLIES—REINFORCED CONCRETE
207 TABLE 3.1—continued FLOOR/CEILING ASSEMBLIES—REINFORCED CONCRETE
208 TABLE 3.1—continued FLOOR/CEILING ASSEMBLIES—REINFORCED CONCRETE
209 FIGURE 3.2 FLOOR/CEILING ASSEMBLIES—STEEL STRUCTURAL ELEMENTS
TABLE 3.2 FLOOR/CEILING ASSEMBLIES—STEEL STRUCTURAL ELEMENTS
210 TABLE 3.2—continued FLOOR/CEILING ASSEMBLIES—STEEL STRUCTURAL ELEMENTS
211 TABLE 3.2—continued FLOOR/CEILING ASSEMBLIES—STEEL STRUCTURAL ELEMENTS
212 TABLE 3.2—continued FLOOR/CEILING ASSEMBLIES—STEEL STRUCTURAL ELEMENTS
213 TABLE 3.2—continued FLOOR/CEILING ASSEMBLIES—STEEL STRUCTURAL ELEMENTS
214 TABLE 3.2—continued FLOOR/CEILING ASSEMBLIES—STEEL STRUCTURAL ELEMENTS
215 FIGURE 3.3 FLOOR/CEILING ASSEMBLIES—WOOD JOIST
TABLE 3.3 FLOOR/CEILING ASSEMBLIES—WOOD JOIST
216 TABLE 3.3—continued FLOOR/CEILING ASSEMBLIES—WOOD JOIST
217 TABLE 3.3—continued FLOOR/CEILING ASSEMBLIES—WOOD JOIST
218 TABLE 3.3—continued FLOOR/CEILING ASSEMBLIES—WOOD JOIST
219 FIGURE 3.4 FLOOR/CEILING ASSEMBLIES—HOLLOW CLAY TILE WITH REINFORCED CONCRETE
TABLE 3.4 FLOOR/CEILING ASSEMBLIES—HOLLOW CLAY TILE WITH REINFORCED CONCRETE
220 TABLE 3.4—continued FLOOR/CEILING ASSEMBLIES—HOLLOW CLAY TILE WITH REINFORCED CONCRETE
221 TABLE 3.4—continued FLOOR/CEILING ASSEMBLIES-HOLLOW CLAY TILE WITH REINFORCED CONCRETE
222 SECTION IV BEAMS
TABLE 4.1.1 REINFORCED CONCRETE BEAMS DEPTH 10″ TO LESS THAN 12″
223 TABLE 4.1.1—continued REINFORCED CONCRETE BEAMS DEPTH 10″ TO LESS THAN 12″
224 TABLE 4.1.1—continued REINFORCED CONCRETE BEAMS DEPTH 10″ TO LESS THAN 12″
225 TABLE 4.1.2 REINFORCED CONCRETE BEAMS DEPTH 12″ TO LESS THAN 14″
226 TABLE 4.1.2—continued REINFORCED CONCRETE BEAMS DEPTH 12″ TO LESS THAN 14″
227 TABLE 4.1.3 REINFORCED CONCRETE BEAMS DEPTH 14″ TO LESS THAN 16″
228 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″
229 SECTION V DOORS
FIGURE 5.1 RESISTANCE OF DOORS TO FIRE EXPOSURE
TABLE 5.1 RESISTANCE OF DOORS TO FIRE EXPOSURE
230 TABLE 5.1—continued RESISTANCE OF DOORS TO FIRE EXPOSURE
231 TABLE 5.1—continued RESISTANCE OF DOORS TO FIRE EXPOSURE
232 BIBLIOGRAPHY
239 INDEX
MN MinnesotaConservationCodeforExistingBuildings 2015
$40.63