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MI RehabilitationCode 06 2006

MI RehabilitationCode 06 2006

$31.96

Michigan Rehabilitation of Existing Building Code

Published By Publication Date Number of Pages
MI 2006 297
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This is a fully integrated custom code based on the 2006 International Existing Building Code.

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PDF Pages PDF Title
1 2006 MICHIGAN REHABILITATION CODE FOR EXISTING BUILDINGS
2 2006 MICHIGAN REHABILITATION CODE FOR EXISTING BUILDINGS TITLE PAGE
3 INTRODUCTION
4 COPYRIGHT
5 PREFACE
7 SAMPLE ORDINANCE
9 TABLE OF CONTENTS
13 CHAPTER 1 ADMINISTRATION
SECTION 101 GENERAL
SECTION 102 APPLICABILITY
14 SECTION 103 DEPARTMENT OF BUILDING SAFETY
SECTION 104 DUTIES AND POWERS OF CODE OFFICIAL
15 SECTION 105 PERMITS
17 SECTION 106 CONSTRUCTION DOCUMENTS
18 SECTION 107 TEMPORARY STRUCTURES AND USES
SECTION 108 FEES
SECTION 109 INSPECTIONS
19 SECTION 110 CERTIFICATE OF OCCUPANCY
20 SECTION 111 SERVICE UTILITIES
SECTION 112 BOARD OF APPEALS
SECTION 113 VIOLATIONS
21 SECTION 114 STOP WORK ORDER
SECTION 115 UNSAFE BUILDINGS AND EQUIPMENT
SECTION 116 EMERGENCY MEASURES
SECTION 117 DEMOLITION
23 CHAPTER 2 DEFINITIONS
SECTION 201 GENERAL
SECTION 202 GENERAL DEFINITIONS
25 CHAPTER 3 PRESCRIPTIVE COMPLIANCE METHOD
[B] SECTION 301 GENERAL
SECTION 302 ADDITIONS, ALTERATIONS OR REPAIRS
27 [B] SECTION 303 FIRE ESCAPES
[B] SECTION 304 GLASS REPLACEMENT
SECTION 305 CHANGE OF OCCUPANCY
28 [B] SECTION 306 HISTORIC BUILDINGS
[B] SECTION 307 MOVED STRUCTURES
[B] SECTION 308 ACCESSIBILITY FOR EXISTING BUILDINGS
29 TABLE 308.8.5 RAMPS
31 CHAPTER 4 CLASSIFICATION OF WORK
SECTION 401 GENERAL
SECTION 402 REPAIRS
SECTION 403 ALTERATION—LEVEL 1
32 SECTION 404 ALTERATION—LEVEL 2
SECTION 405 ALTERATION—LEVEL 3
SECTION 406 CHANGE OF OCCUPANCY
SECTION 407 ADDITIONS
SECTION 408 HISTORIC BUILDINGS
SECTION 409 RELOCATED BUILDINGS
33 CHAPTER 5 REPAIRS
SECTION 501 GENERAL
SECTION 502 BUILDING ELEMENTS AND MATERIALS
SECTION 503 FIRE PROTECTION
SECTION 504 MEANS OF EGRESS
SECTION 505 ACCESSIBILITY
SECTION 506 STRUCTURAL
TABLE 506.1.1.2 FEMA 356 AND ASCE 31 PERFORMANCE LEVELS
35 SECTION 507 ELECTRICAL
SECTION 508 MECHANICAL
SECTION 509 PLUMBING
37 CHAPTER 6 ALTERATIONS—LEVEL 1
SECTION 601 GENERAL
SECTION 602 BUILDING ELEMENTS AND MATERIALS
SECTION 603 FIRE PROTECTION
SECTION 604 MEANS OF EGRESS
SECTION 605 ACCESSIBILITY
SECTION 606 STRUCTURAL
38 SECTION 607 ENERGY CONSERVATION
39 CHAPTER 7 ALTERATIONS—LEVEL 2
SECTION 701 GENERAL
SECTION 702 SPECIAL USE AND OCCUPANCY
SECTION 703 BUILDING ELEMENTS AND MATERIALS
41 SECTION 704 FIRE PROTECTION
43 SECTION 705 MEANS OF EGRESS
46 SECTION 706 ACCESSIBILITY
SECTION 707 STRUCTURAL
47 SECTION 708 ELECTRICAL
SECTION 709 MECHANICAL
SECTION 710 PLUMBING
SECTION 711 ENERGY CONSERVATION
49 CHAPTER 8 ALTERATIONS—LEVEL 3
SECTION 801 GENERAL
SECTION 802 SPECIAL USE AND OCCUPANCY
SECTION 803 BUILDING ELEMENTS AND MATERIALS
50 SECTION 804 FIRE PROTECTION
SECTION 805 MEANS OF EGRESS
SECTION 806 ACCESSIBILITY
SECTION 807 STRUCTURAL
51 SECTION 808 ENERGY CONSERVATION
53 CHAPTER 9 CHANGE OF OCCUPANCY
SECTION 901 GENERAL
SECTION 902 SPECIAL USE AND OCCUPANCY
SECTION 903 BUILDING ELEMENTS AND MATERIALS
SECTION 904 FIRE PROTECTION
SECTION 905 MEANS OF EGRESS
SECTION 906 ACCESSIBILITY
SECTION 907 STRUCTURAL
54 SECTION 908 ELECTRICAL
55 SECTION 909 MECHANICAL
SECTION 910 PLUMBING
SECTION 911 OTHER REQUIREMENTS
SECTION 912 CHANGE OF OCCUPANCY CLASSIFICATION
56 TABLE 912.4 MEANS OF EGRESS HAZARD CATEGORIES
TABLE 912.5 HEIGHTS AND AREAS HAZARD CATEGORIES
57 TABLE 912.6 EXPOSURE OF EXTERIOR WALLS HAZARD CATEGORIES
59 CHAPTER 10 ADDITIONS
SECTION 1001 GENERAL
SECTION 1002 HEIGHTS AND AREAS
SECTION 1003 STRUCTURAL
60 SECTION 1004 SMOKE ALARMS IN OCCUPANCY GROUPS R-3 AND R-4
SECTION 1005 ACCESSIBILITY
61 CHAPTER 11 HISTORIC BUILDINGS
SECTION 1101 GENERAL
SECTION 1102 REPAIRS
SECTION 1103 FIRE SAFETY
62 SECTION 1104 ALTERATIONS
SECTION 1105 CHANGE OF OCCUPANCY
63 SECTION 1106 STRUCTURAL
65 CHAPTER 12 RELOCATED OR MOVED BUILDINGS
SECTION 1201 GENERAL
SECTION 1202 REQUIREMENTS
67 CHAPTER 13 PERFORMANCE COMPLIANCE METHODS
SECTION 1301 GENERAL
68 (EQUATION 13-1)
(EQUATION 13-2)
(EQUATION 13-3)
69 (EQUATION 13-4)
TABLE 1301.6.3 COMPARTMENTATION VALUES
TABLE 1301.6.4 SEPARATION VALUES
70 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)
71 TABLE 1301.6.8 AUTOMATIC FIRE DETECTION VALUES
TABLE 1301.6.9 FIRE ALARM SYSTEM VALUES
TABLE 1301.6.10 SMOKE CONTROL VALUES
72 TABLE 1301.6.11 MEANS OF EGRESS VALUES
TABLE 1301.6.12 DEAD-END VALUES
73 (EQUATION 13-6)
TABLE 1301.6.14 ELEVATOR CONTROL VALUES
TABLE 1301.6.15 MEANS-OF-EGRESS EMERGENCY LIGHTING VALUES
TABLE 1301.6.16 MIXED OCCUPANCY VALUESa
74 TABLE 1301.6.17 SPRINKLER SYSTEM VALUES
TABLE 1301.6.18 STANDPIPE SYSTEM VALUES
75 TABLE 1301.6.19 INCIDENTAL USE AREA VALUESa
TABLE 1301.8 MANDATORY SAFETY SCORESa
TABLE 1301.9 EVALUATION FORMULASa
76 TABLE 1301.7 SUMMARY SHEET—BUILDING CODE
77 CHAPTER 14 CONSTRUCTION SAFEGUARDS
SECTION 1401 GENERAL
[B] TABLE 1401.6 PROTECTION OF PEDESTRIANS
78 [B] SECTION 1402 PROTECTION OF ADJOINING PROPERTY
[B] SECTION 1403 TEMPORARY USE OF STREETS, ALLEYS AND PUBLIC PROPERTY
SECTION 1404 FIRE EXTINGUISHERS
79 [B] SECTION 1405 EXITS
[F] SECTION 1406 STANDPIPE SYSTEMS
[F] SECTION 1407 AUTOMATIC SPRINKLER SYSTEM
SECTION 1408 ACCESSIBILITY
81 CHAPTER 15 REFERENCED STANDARDS
ASCE
ASHRAE
FEMA
ICC
82 MI
NFPA
83 APPENDIX A: GUIDELINES FOR THE SEISMIC RETROFIT OF EXISTING BUILDINGS
CHAPTER A1 SEISMIC STRENGTHENING PROVISIONS FOR UNREINFORCED MASONRY BEARING WALL BUILDINGS
SECTION A101 PURPOSE
SECTION A102 SCOPE
SECTION A103 DEFINITIONS
SECTION A104 SYMBOLS AND NOTATIONS
84 SECTION A105 GENERAL REQUIREMENTS
85 SECTION A106 MATERIALS REQUIREMENTS
86 (EQUATION A1-1)
(EQUATION A1-2)
(EQUATION A1-3)
87 SECTION A107 QUALITY CONTROL
SECTION A108 DESIGN STRENGTHS
(EQUATION A1-4)
(EQUATION A1-5)
88 (EQUATION A1-6)
SECTION A109 ANALYSIS AND DESIGN PROCEDURE
SECTION A110 GENERAL PROCEDURE
(EQUATION A1-7)
SECTION A111 SPECIAL PROCEDURE
89 (EQUATION A1-8)
(EQUATION A1-9)
(EQUATION A1-10)
(EQUATION A1-11)
(EQUATION A1-12)
(EQUATION A1-13)
(EQUATION A1-14)
(EQUATION A1-15)
(EQUATION A1-16)
90 (EQUATION A1-17)
(EQUATION A1-18)
(EQUATION A1-19)
SECTION A112 ANALYSIS AND DESIGN
(EQUATION A1-20)
(EQUATION A1-21)
(EQUATION A1-22)
(EQUATION A1-23)
(EQUATION A1-24)
(EQUATION A1-25)
91 SECTION A113 DETAILED SYSTEM DESIGN REQUIREMENTS
92 TABLE A1-A—ELEMENTS REGULATED BY THIS CHAPTER
TABLE A1-B—ALLOWABLE VALUE OF HEIGHT-TO-THICKNESS RATIO OF UNREINFORCED MASONRY WALLS
SECTION A114 WALLS OF UNBURNED CLAY, ADOBE OR STONE MASONRY
93 TABLE A1-C—HORIZONTAL FORCE FACTOR, C
TABLE A1-D—STRENGTH VALUES FOR EXISTING MATERIALS
94 TABLE A1-E—STRENGTH VALUES OF NEW MATERIALS USED IN CONJUNCTION WITH EXISTING CONSTRUCTION
TABLE A1-F—MAXIMUM ALLOWABLE HEIGHT-TO-THICKNESS RATIOS FOR PARAPETS
TABLE A1-G—MAXIMUM HEIGHT-TO-THICKNESS RATIOS FOR ADOBE OR STONE WALLS
95 FIGURE A1-1 ACCEPTABLE DIAPHRAGM SPAN
96 FIGURE A1-2 ANALYSIS OF URM WALL IN-PLANE SHEAR FORCES
97 CHAPTER A2 EARTHQUAKE HAZARD REDUCTION IN EXISTING REINFORCED CONCRETE AND REINFORCED MASONRY WALL BUILDINGS WITH FLEXIBLE DIAPHRAGMS
SECTION A201 PURPOSE
SECTION A202 SCOPE
SECTION A203 DEFINITIONS
SECTION A204 SYMBOLS AND NOTATIONS
SECTION A205 GENERAL REQUIREMENTS
98 SECTION A206 ANALYSIS AND DESIGN
99 SECTION A207 MATERIALS OF CONSTRUCTION
101 CHAPTER A3 PRESCRIPTIVE PROVISIONS FOR SEISMIC STRENGTHENING OF CRIPPLE WALLS AND SILL PLATE ANCHORAGE OF LIGHT, WOOD-FRAME RESIDENTIAL BUILDINGS
SECTION A301 GENERAL
SECTION A302 DEFINITIONS
102 SECTION A303 STRUCTURAL WEAKNESSES
SECTION A304 STRENGTHENING REQUIREMENTS
105 TABLE A3-A—SILL PLATE ANCHORAGE AND CRIPPLE WALL BRACING
TABLE A3–B—SILL PLATE ANCHORAGE FOR VARIOUS LENGTHS OF SILL PLATEa,b
TABLE A3–C—NOT USED
106 FIGURE A3-1—NEW REINFORCED CONCRETE FOUNDATION SYSTEM
107 FIGURE A3-2—NEW HOLLOW-MASONRY UNIT FOUNDATION WALL
108 FIGURE A3-3—SILL PLATE BOLTING TO EXISTING FOUNDATION
109 FIGURE A3-4A—SILL PLATE BOLTING IN EXISTING FOUNDATION—ALTERNATE
110 FIGURE A3-4B—SILL PLATE BOLTING TO EXISTING FOUNDATION WITHOUT CRIPPLE WALL AND FRAMING PARALLEL TO THE FOUNDATION WALL
FIGURE A3-4C—SILL PLATE BOLTING IN EXISTING FOUNDATION—ALTERNATE
111 FIGURE A3-5—CRIPPLE WALL BRACING WITH WOOD STRUCTURAL PANEL ON EXTERIOR FACE OF CRIPPLE STUDS
112 FIGURE A3-6—CRIPPLE WALL BRACING WITH WOOD STRUCTURAL PANEL ON INTERIOR FACE OF CRIPPLE STUDS
113 FIGURE A3-7—PARTIAL CRIPPLE STUD WALL ELEVATION
114 FIGURE A3-8—ALTERNATE BLOCKING WHERE RIM JOIST OR BLOCKING HAS BEEN OMITTED
115 FIGURE A3-9—CONNECTION OF CRIPPLE WALL TO FLOOR SHEATHING WHEN FLOOR FRAMING IS PARALLEL TO WALL
116 FIGURE A3-10—FLOOR PLAN—CRIPPLE WALL BRACING LAYOUT
117 CHAPTER A4 EARTHQUAKE HAZARD REDUCTION IN EXISTING WOOD-FRAME RESIDENTIAL BUILDINGS WITH SOFT, WEAK OR OPEN-FRONT WALLS
SECTION A401 GENERAL
SECTION A402 DEFINITIONS
118 SECTION A403 ANALYSIS AND DESIGN
120 SECTION A404 PHASED CONSTRUCTION
SECTION A405 PRESCRIPTIVE MEASURES FOR WEAK STORY
SECTION A406 MATERIALS OF CONSTRUCTION
121 SECTION A407 INFORMATION REQUIRED TO BE ON THE PLANS
SECTION A408 QUALITY CONTROL
122 TABLE A4-A—ALLOWABLE VALUES FOR EXISTING MATERIALS
123 CHAPTER A5 EARTHQUAKE HAZARD REDUCTION IN EXISTING CONCRETE BUILDINGS AND CONCRETE WITH MASONRY INFILL BUILDINGS
SECTION A501 PURPOSE
SECTION A502 SCOPE
SECTION A503 DEFINITIONS
SECTION A504 SYMBOLS AND NOTATIONS
124 SECTION A505 GENERAL REQUIREMENTS
TABLE A505.1—ASSUMED COMPRESSIVE STRENGTH OF STRUCTURAL CONCRETE (psi)
TABLE A505.2—ASSUMED YIELD STRESS OF EXISTING REINFORCEMENT (psi)
125 SECTION A506 SITE GROUND MOTION
SECTION A507 TIER 1 ANALYSIS PROCEDURE
SECTION A508 TIER 2 ANALYSIS PROCEDURE
126 TABLE A508.1—COMPONENT STIFFNESS
127 (EQUATION A5-4)
SECTION A509 TIER 3 ANALYSIS PROCEDURE
128 (EQUATION A5-5)
(EQUATION A5-6)
(EQUATION A5-7)
129 (EQUATION A5-8)
(EQUATION A5-9)
(EQUATION A5-10)
(EQUATION A5-11)
130 (EQUATION A5-14)
TARGET DISPLACEMENT EQUATION
TABLE A509.4.2—VALUES OF MODIFICATION FACTOR, C0
132 SECTION A510 DETERMINATION OF THE STRESS-STRAIN RELATIONSHIP OF EXISTING UNREINFORCED MASONRY
134 TABLE A5-A—BASIC STRUCTURAL CHECKLIST
135 TABLE A5-A—BASIC STRUCTURAL CHECKLIST—continued
136 TABLE A5-B—SUPPLEMENTAL STRUCTURAL CHECKLIST
137 TABLE A5-B—SUPPLEMENTAL STRUCTURAL CHECKLIST—continued
138 TABLE A5-C—GEOLOGIC SITE HAZARD AND FOUNDATION CHECKLIST
139 APPENDIX A REFERENCED STANDARDS
ASCE
ASTM
DOC
ICC
141 RESOURCE A GUIDELINES ON FIRE RATINGS OF ARCHAIC MATERIALS AND ASSEMBLIES
INTRODUCTION
142 PURPOSE
1 FIRE-RELATED PERFORMANCE OF ARCHAIC MATERIALS AND ASSEMBLIES
1.1 FIRE PERFORMANCE MEASURES
TUNNEL TEST RESULTS FOR EIGHT SPECIES OF LUMBER
143 1.2 COMBUSTIBLE CONSTRUCTION TYPES
2 BUILDING EVALUATION
2.1 PRELIMINARY EVALUATION
145 FIGURE 1 PRELIMINARY EVALUATION FIELD NOTES
147 FIGURE 2 PRELIMINARY EVALUATION WORKSHEET
2.2 FIRE RESISTANCE OF EXISTINGBUILDING ELEMENTS
148 2.3 EFFECTS OF PENETRATIONS IN FIRE RESISTANT ASSEMBLIES
3 FINAL EVALUATION AND DESIGN SOLUTION
3.1 THE EXPERIMENTAL APPROACH
149 3.2 THE THEORETICAL APPROACH
151 ILLUSTRATION OF HARMATHY’S RULES
EXAMPLE APPLICATION OF HARMATHY’S RULES
EXAMPLE 1
152 EXAMPLE 2
EXAMPLE 3
EXAMPLE 4
EXAMPLE 5
3.3“ THICKNESS DESIGN” STRATEGY
153 3.4 EVALUATION OF DOORS
4 SUMMARY
154 FIGURE 3 MODIFICATION DETAILS
157 APPENDIX
INTRODUCTION
RESOURCE A TABLE OF CONTENTS
159 PURPOSE AND PROCEDURE
160 SECTION I – WALLS
FIGURE 1.1.1—WALLS—MASONRY 0″ TO LESS THAN 4″ THICK
TABLE 1.1.1—MASONRY WALLS 0″ TO LESS THAN 4″ THICK
161 TABLE 1.1.1—MASONRY WALLS 0″ TO LESS THAN 4″ THICK—continued
162 TABLE 1.1.1—MASONRY WALLS 0″ TO LESS THAN 4″ THICK—continued
163 TABLE 1.1.1—MASONRY WALLS 0″ TO LESS THAN 4″ THICK—continued
164 FIGURE 1.1.2—MASONRY WALLS 4″ TO LESS THAN 6″ THICK
TABLE 1.1.2—MASONRY WALLS 4″ TO LESS THAN 6″ THICK
165 TABLE 1.1.2—MASONRY WALLS 4″ TO LESS THAN 6″ THICK—continued
166 TABLE 1.1.2—MASONRY WALLS 4″ TO LESS THAN 6″ THICK—continued
167 TABLE 1.1.2—MASONRY WALLS 4″ TO LESS THAN 6″ THICK—continued
168 TABLE 1.1.2—MASONRY WALLS 4″ TO LESS THAN 6″ THICK—continued
169 TABLE 1.1.2—MASONRY WALLS 4″ TO LESS THAN 6″ THICK—continued
170 TABLE 1.1.2—MASONRY WALLS 4″ TO LESS THAN 6″ THICK—continued
171 TABLE 1.1.2—MASONRY WALLS 4″ TO LESS THAN 6″ THICK—continued
172 TABLE 1.1.2—MASONRY WALLS 4″ TO LESS THAN 6″ THICK—continued
173 FIGURE 1.1.3—MASONRY WALLS 6″ TO LESS THAN 8″ THICK
TABLE 1.1.3—MASONRY WALLS 6″ TO LESS THAN 8″ THICK
174 TABLE 1.1.3—MASONRY WALLS 6″ TO LESS THAN 8″ THICK—continued
175 TABLE 1.1.3—MASONRY WALLS 6″ TO LESS THAN 8″ THICK—continued
176 TABLE 1.1.3—MASONRY WALLS 6″ TO LESS THAN 8″ THICK—continued
177 TABLE 1.1.3—MASONRY WALLS 6″ TO LESS THAN 8″ THICK—continued
178 TABLE 1.1.3—MASONRY WALLS 6″ TO LESS THAN 8″ THICK—continued
179 FIGURE 1.1.4—MASONRY WALLS 8″ TO LESS THAN 10″ THICK
TABLE 1.1.4—MASONRY WALLS 8″ TO LESS THAN 10″ THICK
180 TABLE 1.1.4—MASONRY WALLS 8″ TO LESS THAN 10″ THICK—continued
181 TABLE 1.1.4—MASONRY WALLS 8″ TO LESS THAN 10″ THICK—continued
182 TABLE 1.1.4—MASONRY WALLS 8″ TO LESS THAN 10″ THICK—continued
183 TABLE 1.1.4—MASONRY WALLS 8″ TO LESS THAN 10″ THICK—continued
184 TABLE 1.1.4—MASONRY WALLS 8″ TO LESS THAN 10″ THICK—continued
185 TABLE 1.1.4—MASONRY WALLS 8″ TO LESS THAN 10″ THICK—continued
186 TABLE 1.1.4—MASONRY WALLS 8″ TO LESS THAN 10″ THICK—continued
187 TABLE 1.1.4—MASONRY WALLS 8″ TO LESS THAN 10″ THICK—continued
188 FIGURE 1.1.5—MASONRY WALLS 11″ TO LESS THAN 12″ THICK
TABLE 1.1.5—MASONRY WALLS 10″ TO LESS THAN 12″ THICK
189 TABLE 1.1.5—MASONRY WALLS 10″ TO LESS THAN 12″ THICK—continued
190 TABLE 1.1.5—MASONRY WALLS 10″ TO LESS THAN 12″ THICK—continued
191 TABLE 1.1.5—MASONRY WALLS 10″ TO LESS THAN 12″ THICK—continued
192 FIGURE 1.1.6—MASONRY WALLS 12″ TO LESS THAN 14″ THICK
TABLE 1.1.6—MASONRY WALLS 12″ TO LESS THAN 14″ THICK
193 TABLE 1.1.6—MASONRY WALLS 12″ TO LESS THAN 14″ THICK—continued
194 TABLE 1.1.6—MASONRY WALLS 12″ TO LESS THAN 14″ THICK—continued
195 TABLE 1.1.6—MASONRY WALLS 12″ TO LESS THAN 14″ THICK—continued
196 TABLE 1.1.6—MASONRY WALLS 12″ TO LESS THAN 14″ THICK—continued
197 TABLE 1.1.6—MASONRY WALLS 12″ TO LESS THAN 14″ THICK—continued
198 TABLE 1.1.6—MASONRY WALLS 12″ TO LESS THAN 14″ THICK—continued
199 FIGURE 1.1.7—MASONRY WALLS 14″ OR MORE THICK
TABLE 1.1.7—MASONRY WALLS 14″ OR MORE THICK
200 TABLE 1.1.7—MASONRY WALLS 14″ OR MORE THICK—continued
201 TABLE 1.1.7—MASONRY WALLS 14″ OR MORE THICK—continued
202 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
203 TABLE 1.2.1—METAL FRAME WALLS 0″ TO LESS THAN 4″ THICK—continued
204 TABLE 1.2.1—METAL FRAME WALLS 0″ TO LESS THAN 4″ THICK—continued
205 TABLE 1.2.1—METAL FRAME WALLS 0″ TO LESS THAN 4″ THICK—continued
206 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
207 TABLE 1.2.2—METAL FRAME WALLS 4″ TO LESS THAN 6″ THICK—continued
208 TABLE 1.2.3—METAL FRAME WALLS 6″ TO LESS THAN 8″ THICK
209 TABLE 1.2.4—METAL FRAME WALLS 8″ TO LESS THAN 10″ THICK
210 TABLE 1.3.1—WOOD FRAME WALLS 0″ TO LESS THAN 4″ THICK
211 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
212 TABLE 1.3.2—WOOD FRAME WALLS 4″ TO LESS THAN 6″ THICK—continued
213 TABLE 1.3.2—WOOD FRAME WALLS 4″ TO LESS THAN 6″ THICK—continued
214 TABLE 1.3.2—WOOD FRAME WALLS 4″ TO LESS THAN 6″ THICK—continued
215 TABLE 1.3.2—WOOD FRAME WALLS 4″ TO LESS THAN 6″ THICK—continued
216 TABLE 1.3.2—WOOD FRAME WALLS 4″ TO LESS THAN 6″ THICK—continued
217 TABLE 1.3.2—WOOD FRAME WALLS 4″ TO LESS THAN 6″ THICK—continued
218 TABLE 1.3.2—WOOD FRAME WALLS 4″ TO LESS THAN 6″ THICK—continued
219 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
220 TABLE 1.4.2—MISCELLANEOUS MATERIALS WALLS 4″ TO LESS THAN 6″ THICK
221 FIGURE 1.5.1—FINISH RATINGS—INORGANIC MATERIALS
TABLE 1.5.1—FINISH RATINGS—INORGANIC MATERIALS
222 TABLE 1.5.1—FINISH RATINGS—INORGANIC MATERIALS—continued
TABLE 1.5.2—FINISH RATINGS—ORGANIC MATERIALS
223 SECTION II—COLUMNS
TABLE 2.1.1—REINFORCED CONCRETE COLUMNS MINIMUM DIMENSION 0″ TO LESS THAN 6″
FIGURE 2.1.2—REINFORCED CONCRETE COLUMNS MINIMUM DIMENSION 10″ TO LESS THAN 12″
224 TABLE 2.1.2—REINFORCED CONCRETE COLUMNS MINIMUM DIMENSION 10″ TO LESS THAN 12″
225 TABLE 2.1.2—REINFORCED CONCRETE COLUMNS MINIMUM DIMENSION 10″ TO LESS THAN 12″—(Continued)
226 TABLE 2.1.2—REINFORCED CONCRETE COLUMNS MINIMUM DIMENSION 10″ TO LESS THAN 12″—(Continued)
227 TABLE 2.1.3—REINFORCED CONCRETE COLUMNS MINIMUM DIMENSION 12″ TO LESS THAN 14″
228 TABLE 2.1.4—REINFORCED CONCRETE COLUMNS MINIMUM DIMENSION 14″ TO LESS THAN 16″
229 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″
230 TABLE 2.1.5—REINFORCED CONCRETE COLUMNS MINIMUM DIMENSION 16″ TO LESS THAN 18″—(Continued)
231 TABLE 2.1.6—REINFORCED CONCRETE COLUMNS MINIMUM DIMENSION 18″ TO LESS THAN 20″
232 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″
233 TABLE 2.1.7—REINFORCED CONCRETE COLUMNS MINIMUM DIMENSION 20″ TO LESS THAN 22″—(Continued)
TABLE 2.1.8—HEXAGONAL REINFORCED CONCRETE COLUMNS MINIMUM DIMENSION 12″ TO LESS THAN 14″
234 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″
235 TABLE 2.2—ROUND CAST IRON COLUMNS
236 FIGURE 2.3—STEEL COLUMNS—GYPSUM ENCASEMENTS
TABLE 2.3—STEEL COLUMNS—GYPSUM ENCASEMENTS
237 TABLE 2.3—STEEL COLUMNS—GYPSUM ENCASEMENTS—(Continued)
TABLE 2.4—TIMBER COLUMNS MINIMUM DIMENSION
TABLE 2.5.1.1—STEEL COLUMNS—CONCRETE ENCASEMENTS MINIMUM DIMENSION LESS THAN 6″
238 TABLE 2.5.1.2—STEEL COLUMNS—CONCRETE ENCASEMENTS 6″ TO LESS THAN 8″ THICK
239 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″
240 TABLE 2.5.1.3—STEEL COLUMNS—CONCRETE ENCASEMENTS MINIMUM DIMENSION 8″ TO LESS THAN 10″—(Continued)
241 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″
242 TABLE 2.5.1.4—STEEL COLUMNS—CONCRETE ENCASEMENTS MINIMUM DIMENSION 10″ TO LESS THAN 12″—(Continued)
243 TABLE 2.5.1.4—STEEL COLUMNS—CONCRETE ENCASEMENTS MINIMUM DIMENSION 10″ TO LESS THAN 12″—(Continued)
244 TABLE 2.5.1.4—STEEL COLUMNS—CONCRETE ENCASEMENTS MINIMUM DIMENSION 10″ TO LESS THAN 12″—(Continued)
245 TABLE 2.5.1.4—STEEL COLUMNS—CONCRETE ENCASEMENTS MINIMUM DIMENSION 10″ TO LESS THAN 12″—(Continued)
246 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″
247 TABLE 2.5.1.5—STEEL COLUMNS—CONCRETE ENCASEMENTS MINIMUM DIMENSION 12″ TO LESS THAN 14″—(Continued)
248 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″
249 TABLE 2.5.1.6—STEEL COLUMNS—CONCRETE ENCASEMENTS MINIMUM DIMENSION 14″ TO LESS THAN 16″—(Continued)
TABLE 2.5.1.7—STEEL COLUMNS—CONCRETE ENCASEMENTS MINIMUM DIMENSION 16″ TO LESS THAN 18″
250 TABLE 2.5.2.1—STEEL COLUMNS—BRICK AND BLOCK ENCASEMENTS MINIMUM DIMENSION 10″ TO LESS THAN 12″
TABLE 2.5.2.2—STEEL COLUMNS—BRICK AND BLOCK ENCASEMENTS MINIMUM DIMENSION 12″ TO LESS THAN 14″
251 TABLE 2.5.2.3—STEEL COLUMNS—BRICK AND BLOCK ENCASEMENTS MINIMUM DIMENSION 14″ TO LESS THAN 16″
TABLE 2.5.3.1—STEEL COLUMNS—PLASTER ENCASEMENTS MINIMUM DIMENSION 6″ TO LESS THAN 8″
252 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″
TABLE 2.5.4.2—STEEL COLUMNS—MISCELLANEOUS ENCASEMENTS MINIMUM DIMENSION 8″ TO LESS THAN 10″
253 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″
254 SECTION III—FLOOR/CEILING ASSEMBLIES
FIGURE 3.1—FLOOR/CEILING ASSEMBLIES—REINFORCED CONCRETE
TABLE 3.1—FLOOR/CEILING ASSEMBLIES—REINFORCED CONCRETE
255 TABLE 3.1—FLOOR/CEILING ASSEMBLIES—REINFORCED CONCRETE—(Continued)
256 TABLE 3.1—FLOOR/CEILING ASSEMBLIES—REINFORCED CONCRETE—(Continued)
257 TABLE 3.1—FLOOR/CEILING ASSEMBLIES—REINFORCED CONCRETE—(Continued)
258 TABLE 3.1—FLOOR/CEILING ASSEMBLIES—REINFORCED CONCRETE—(Continued)
259 TABLE 3.1—FLOOR/CEILING ASSEMBLIES—REINFORCED CONCRETE—(Continued)
260 FIGURE 3.2—FLOOR/CEILING ASSEMBLIES—STEEL STRUCTURAL ELEMENTS
TABLE 3.2—FLOOR/CEILING ASSEMBLIES—STEEL STRUCTURAL ELEMENTS
261 TABLE 3.2—FLOOR/CEILING ASSEMBLIES—STEEL STRUCTURAL ELEMENTS—(Continued)
262 TABLE 3.2—FLOOR/CEILING ASSEMBLIES—STEEL STRUCTURAL ELEMENTS—(Continued)
263 TABLE 3.2—FLOOR/CEILING ASSEMBLIES—STEEL STRUCTURAL ELEMENTS—(Continued)
264 TABLE 3.2—FLOOR/CEILING ASSEMBLIES—STEEL STRUCTURAL ELEMENTS—(Continued)
265 TABLE 3.2—FLOOR/CEILING ASSEMBLIES—STEEL STRUCTURAL ELEMENTS—(Continued)
266 TABLE 3.2—FLOOR/CEILING ASSEMBLIES—STEEL STRUCTURAL ELEMENTS—(Continued)
267 FIGURE 3.3—FLOOR/CEILING ASSEMBLIES—WOOD JOIST
TABLE 3.3—FLOOR/CEILING ASSEMBLIES—WOOD JOIST
268 TABLE 3.3—FLOOR/CEILING ASSEMBLIES—WOOD JOIST—(Continued)
269 TABLE 3.3—FLOOR/CEILING ASSEMBLIES—WOOD JOIST—(Continued)
270 TABLE 3.3—FLOOR/CEILING ASSEMBLIES—WOOD JOIST—(Continued)
271 TABLE 3.3—FLOOR/CEILING ASSEMBLIES—WOOD JOIST—(Continued)
272 FIGURE 3.4—FLOOR/CEILING ASSEMBLIES—HOLLOW CLAY TILE WITH REINFORCED CONCRETE
TABLE 3.4—FLOOR/CEILING ASSEMBLIES—HOLLOW CLAY TILE WITH REINFORCED CONCRETE
273 TABLE 3.4—FLOOR/CEILING ASSEMBLIES—HOLLOW CLAY TILE WITH REINFORCED CONCRETE
274 TABLE 3.4—FLOOR/CEILING ASSEMBLIES—HOLLOW CLAY TILE WITH REINFORCED CONCRETE—(Continued)
275 SECTION IV—BEAMS
TABLE 4.1.1—REINFORCED CONCRETE BEAMS DEPTH 10″ TO LESS THAN 12″
276 TABLE 4.1.1—REINFORCED CONCRETE BEAMS DEPTH 10″ TO LESS THAN 12″—continued
277 TABLE 4.1.1—REINFORCED CONCRETE BEAMS DEPTH 10″ TO LESS THAN 12″—continued
278 TABLE 4.1.2—REINFORCED CONCRETE BEAMS DEPTH 12″ TO LESS THAN 14″
279 TABLE 4.1.2—REINFORCED CONCRETE BEAMS DEPTH 12″ TO LESS THAN 14″—continued
280 TABLE 4.1.3—REINFORCED CONCRETE BEAMS DEPTH 14″ TO LESS THAN 16″
281 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″
282 SECTION V—DOORS
FIGURE 5.1—RESISTANCE OF DOORS TO FIRE EXPOSURE
TABLE 5.1—RESISTANCE OF DOORS TO FIRE EXPOSURE
283 TABLE 5.1—RESISTANCE OF DOORS TO FIRE EXPOSURE—continued
284 TABLE 5.1—RESISTANCE OF DOORS TO FIRE EXPOSURE—continued
285 BIBLIOGRAPHY
293 INDEX
297 DEPARTMENT OF LABOR & ECONOMIC GROWTH BUREAU OF CONSTRUCTION CODES
MI RehabilitationCode 06 2006
$31.96