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MN Residential PlumbingCode 2000

MN Residential PlumbingCode 2000

$28.60

Minnesota State Residential and Plumbing Code

Published By Publication Date Number of Pages
MN 2000 398
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Minnesota State Residential and Plumbing Code is based on the 2000 IRC® and the Minnesota Plumbing Code.

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PDF Pages PDF Title
1 COVER
2 Copyright
3 Title Page
5 PREFACE
7 TABLE OF CONTENTS
13 Part I – Administrative
CHAPTER 1 – ADMINISTRATION
15 MINNESOTA RULES, CHAPTER 1300
1300.0010 – ADMINISTRATION
1300.0020 – TITLE
1300.0030 – PURPOSE AND APPLICATION
1300.0040 – SCOPE
1300.0050 – CHAPTERS OF MINNESOTA STATE BUILDING CODE
16 1300.0060 – OPTIONAL ADMINISTRATION
1300.0070 – DEFINITIONS
17 1300.0080 – CODE ADOPTION AND AMENDMENTS
1300.0090 – DEPARTMENT OF BUILDING SAFETY
1300.0110 – DUTIES AND POWERS OF BUILDING OFFICIAL
19 1300.0120 – PERMITS
20 1300.0130 – CONSTRUCTION DOCUMENTS
21 1300.0140 – VIOLATIONS
1300.0150 – VIOLATIONS, PENALTY
22 1300.0160 – FEES
23 1300.0170 – STOP WORK ORDER
1300.0180 – UNSAFE BUILDINGS OR STRUCTURES
1300.0190 – TEMPORARY STRUCTURES AND USES
1300.0210 – INSPECTIONS
24 1300.0220 – CERTIFICATE OF OCCUPANCY
25 1300.0230 – BOARD OF APPEALS
1300.0240 – DISCLAIMER CLAUSE
1300.0250 – SEVERABILITY
27 MINNESOTA RULES, CHAPTER 1303
1303.1000 – TITLE
1303.1100 – PURPOSE
1303.1200 – RESTROOM FACILITIES IN PUBLIC ACCOMODATIONS
1303.1300 – SPACE FOR COMMUTER VANS
1303.1400 – AUTOMATIC GARAGE DOOR OPENING SYSTEMS
1303.1500 – RECYCLING SPACE
Subp. 5. TABLE 1-A MINIMUM RECYCLING SPACE REQUIREMENTS
28 1303.1600 – FOOTING DEPTH FOR FROST PROTECTION
1303.1700 – GROUND SNOW LOAD
1303.1800 – RADIAL ICE ON TOWERS
1303.1900 – CONVENTIONAL FOUNDATION CONSTRUCTION
TABLE 2-A – FOUNDATION WALL REINFORCEMENT REQUIREMENTS OF 12-INCH THICK HOLLOW UNIT MASONRY OR 8-INCH THICK CAST-IN-PLACE (CIP) CONCRETE.
29 TABLE 2-B – TYPES OF SOILS AND THEIR PROPERTIES
1303.2000 – EXTERIOR WOOD DECKS, PATIOS, AND BALCONIES
30 1303.2100 – BLEACHER SAFETY
31 MINNESOTA RULES, CHAPTER 1309
1309.0010 – ADOPTION OF INTERNATIONAL RESIDENTIAL CODE (IRC) BY REFERENCE
1309.0020 – REFERENCES TO OTHER ICC CODES
1309.0030 – ADMINISTRATIVE PROCEDURE CRITERIA
32 1309.0040 – VIOLATION
33 Part II – Definitions
CHAPTER 2 – DEFINITIONS
SECTION R201 – GENERAL
SECTION R202 – DEFINITIONS
45 Part III – Building Planning and Construction
CHAPTER 3 – BUILDING PLANNING
SECTION R301 – DESIGN CRITERIA
TABLE R301.2(1) – CLIMATIC AND GEOGRAPHIC DESIGN CRITERIA
46 TABLE R301.2(2) – COMPONENT AND CLADDING LOADS FOR A BUILDING WITH A MEAN ROOF HEIGHT OF 30 FEET LOCATED IN EXPOSURE B
47 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 (FARENHEIT)
48 FIGURE R301.2(2) – INTERNATIONAL RESIDENTIAL CODE SEISMIC DESIGN CATEGORIES – SITE CLASS D
51 FIGURE R301.2(3) – WEATHERING PROBABILITY MAP FOR CONCRETE
52 FIGURE R301.2(4) – BASIC WIND SPEEDS FOR 50-YEAR MEAN RECURRENCE INTERVAL
56 FIGURE R301.2(5) – Not adopted by the state of Minnesota
57 FIGURE R301.2(6) – TERMITE INFESTATION PRABABILITY MAP
58 FIGURE R301.2(7) – DECAY PROBABILITY MAP
59 FIGURE R301.2(8) – COMPONENT AND CLADDING PRESSURE ZONES
60 TABLE R301.2.1.2 – WINDBORNE DEBRIS PROTECTION FASTENING SCHEDULE FOR WOOD STRUCTURAL PANELS a,b,c,d
TABLE R301.2.1.3 – EQUIVALENT BASIC WIND SPEEDSa
61 TABLE R301.2.2.1.1 -SEISMIC DESIGN CATEGORY DETERMINATION
62 TABLE R301.2.2.4 – WALL-BRACING ADJUSTMENT FACTORS BY ROOF COVERING DEAD LOADa
63 TABLE R301.4 – MINIMUM UNIFORMLY DISTRIBUTED LIVE LOADS (in pounds per square foot)
64 TABLE R301.5 – MINIMUM ROOF LIVE LOADS IN POUNDS-FORCE PER SQUARE FOOT OF HORIZONTAL PROJECTION
TABLE R301.6 – ALLOWABLE DEFLECTION OF STRUCTURAL MEMBERS
SECTION R302 – LOCATION ON LOT
SECTION R303 – LIGHT, VENTILATION AND HEATING
65 SECTION R304 – MINIMUM ROOM AREAS
SECTION R305 – CEILING HEIGHT
SECTION R306 – SANITATION
66 SECTION R307 – TOILET, BATH AND SHOWER SPACES
FIGURE R307.2 – MINIMUM FIXTURE CLEARANCES
67 SECTION R308 – GLAZING
TABLE R308.3 – MINIMUM CATEGORY CLASSIFICATION OF GLAZING
68 SECTION R309 – GARAGES AND CARPORTS
69 SECTION R310 – EMERGENCY ESCAPE AND RESCUE OPENINGS
70 SECTION R311 – EXITS
SECTION R312 – LANDINGS
SECTION R313 – RAMPS
SECTION R314 – STAIRWAYS
71 SECTION R315 – HANDRAILS
SECTION R316 – GUARDS
SECTION R317 – SMOKE ALARMS
72 SECTION R318 – FOAM PLASTIC
73 SECTION R319 – FLAME SPREAD AND SMOKE DENSITY
SECTION R320 – INSULATION
SECTION R321 – DWELLING UNIT SEPARATION
74 SECTION R322 – MOISTURE VAPOR RETARDERS
75 SECTION R323 – PROTECTION AGAINST DECAY
SECTION R324 – PROTECTION AGAINST TERMITES
76 SECTION R325 – SITE ADDRESS
SECTION R326 – ACCESSIBILITY
SECTION R327 – FLOOD-RESISTANT CONSTRUCTION
79 CHAPTER 4 – FOUNDATIONS
SECTION R401 – GENERAL
TABLE R401.4.1 – PRESUMPTIVE LOAD-BEARING VALUES OF FOUNDATION MATERIALSa
SECTION R402 – MATERIALS
80 SECTION R403 – FOOTINGS
81 TABLE R402.2 – MINIIMUM SPECIFIED COMPRESSIVE STRENGTH OF CONCRETE
TABLE R403.1 – MINIMUM WIDTH OF CONCRETE OR MASONRY FOOTINGS (inches)
82 FIGURE R403.1(1) – CONCRETE AND MASONRY FOUNDATION DETAILS
83 FIGURE R403.1(2) – PERMANENT WOOD FOUNDATION BASEMENT WALL SECTION
84 FIGURE R403.1(3) – PERMANENT WOOD FOUNDATION CRAWL SPACE SECTION
85 FIGURE R403.1.7.1 – FOUNDATION CLEARANCE FROM SLOPES
86 TABLE R403.3 – MINIMUM INSULATION REQUIREMENTS FOR FROST-PROTECTED FOOTINGS IN HEATED BUILDINGS a
87 FIGURE R403.3(1) – INSULATION PLACEMENT FOR FROST-PROTECTED FOOTINGS IN HEATED BUILDINGS
88 FIGURE R403.3(2) – AIR-FREEZING INDEX AN ESTIMATE OF THE 100-YEAR RETURN PERIOD
SECTION R404 – FOUNDATION WALLS
89 TABLE R404.1.1(1) – PLAIN CONCRETE AND MASONRY WALLS (Not adopted by the state of Minnesota)
TABLE R404.1.1(2) – REINFORCED CONCRETE AND MASONRYa FOUNDATION WALLS
90 TABLE R404.1.1(3) – REINFORCED CONCRETE AND MASONRYa FOUNDATION WALLS
TABLE R404.1.1(4) – REINFORCED CONCRETE AND MASONRYa FOUNDATION WALLS
91 FIGURE R404.1.5(1) – FOUNDATION WALL CLAY MASONRY CURTAIN WALL WITH CONCRETE MASONRY PIERS
93 TABLE R404.2.3d – PLYWOOD GRADE AND THICKNESS FOR WOOD FOUNDATION CONSTRUCTION
94 TABLE R404.4(1) – 5.5-INCH THICK FLAT ICF FOUNDATION WALLSa,b,c
95 TABLE R404.4(2) – 7.5-INCH THICK FLAT ICF FOUNDATION WALLSa,b,c,d
TABLE R404.4(3) – 9.5-INCH THICK FLAT ICF FOUNDATION WALLSa,b,c,d
96 TABLE R404.4(4) – WAFFLE GRID ICF FOUNDATION WALLSa,b,c,d
97 TABLE R404.4(5) – SCREEN-GRID ICF FOUNDATION WALLSa,b,c
98 SECTION R405 – FOUNDATION DRAINAGE
TABLE R405.1 – PROPERTIES OF SOILS CLASSIFIED ACCORDING TO THE UNIFIED SOIL CLASSIFICATION SYSTEM
99 SECTION R406 – FOUNDATION WATERPROOFING AND DAMPPROOFING
SECTION R407 – COLUMNS
100 SECTION R408 – UNDER-FLOOR SPACE
101 CHAPTER 5 – FLOORS
SECTION R501 – GENERAL
SECTION R502 – WOOD FLOOR FRAMING
102 FIGURE R502.2 – FLOOR CONSTRUCTION
103 TABLE R502.3.1(1) – FLOOR JOIST SPANS FOR COMMON LUMBER SPECIES
104 TABLE R502.3.1(2) – FLOOR JOIST SPANS FOR COMMON LUMBER SPECIES
105 TABLE R502.5(1) – GIRDER SPANSa AND HEADER SPANSa FOR EXTERIOR BEARING WALLS
106 TABLE R502.5(2) – GIRDER SPANSa AND HEADER SPANSa FOR INTERIOR BEARING WALLS
107 FIGURE R502.8 – CUTTING, NOTCHING AND DRILLING
108 SECTION R503 – FLOOR SHEATHING
109 TABLE R503.1 – MINIMUM THICKNESS OF LUMBER FLOOR SHEATHING
TABLE R503.2.1.1(1) – ALLOWABLE SPANS AND LOADS FOR WOOD STRUCTURAL PANELS FOR ROOF AND SUBFLOOR SHEATHING AND COMBINATION SUBFLOOR UNDERLAYMENTa,b,c
110 TABLE R503.2.1.1(2) – ALLOWABLE SPANS FOR PLYWOOD COMBINATION SUBFLOOR UNDERLAYMENTa
SECTION R504 – PRESSURE PRESERVATIVELY TREATED-WOOD FLOORS (ON GROUND)
SECTION R505 – STEEL FLOOR FRAMING
111 TABLE R505.2(1) – COLD-FORMED STEEL JOIST SIZES
TABLE R505.2(2) – MINIMUM THICKNESS OF COLD-FORMED STEEL MEMBERS
TABLE R505.2(3) – MAXIMUM HOLE DIMENSIONS AND SPACING IN JOIST WEBS
112 FIGURE R505.2(1) – C-SECTION
FIGURE R505.2(2) – TRACK SECTION
FIGURE R505.2(3) – FLOOR JOIST WEB HOLES
113 TABLE R505.2.4 – SCREW SUBSTITUTION FACTOR
FIGURE R505.3 – STEEL-FLOOR CONSTRUCTION
115 TABLE R505.3.1(1) – FLOOR TO FOUNDATION OR BEARING WALL CONNECTION REQUIREMENTS a,b,c
TABLE R505.3.1(2) – FLOOR FASTENING SCHEDULEa
116 FIGURE R505.3.1(1) – FLOOR TO LOAD-BEARING WALL STUD CONNECTION
FIGURE R505.3.1(2) – FLOOR TO WOOD SILL CONNECTION
117 FIGURE R505.3.1(3) – FLOOR TO FOUNDATION CONNECTION
FIGURE R505.3.1(4) – FLOOR CANTILEVER TO LOAD-BEARING WALL CONNECTION
118 FIGURE R505.3.1(5) – FLOOR CANTILEVER TO WOOD SILL CONNECTION
119 FIGURE R505.3.1(6) – FLOOR CANTILEVER TO FOUNDATION CONNECTION
120 FIGURE R505.3.1(7) – CONTINUOUS JOIST SPAN SUPPORTED ON STUD
FIGURE R505.3.1(8) – LAPPED JOISTS SUPPORTED ON STUD
121 TABLE R505.3.2 – ALLOWABLE SPANS FOR COLD-FORMED STEEL JOISTSa,b
122 FIGURE R505.3.4 – BEARING STIFFENER
FIGURE R505.3.6 – HOLE PATCH
123 SECTION R506 – CONCRETE FLOORS (ON GROUND)
FIGURE R505.3.8 – TRACK SPLICE
125 CHAPTER 6 – WALL CONSTRUCTION
SECTION R601 – GENERAL
SECTION R602 – WOOD WALL FRAMING
126 TABLE R602.3(1) – FASTENER SCHEDULE FOR STRUCTURAL MEMBERS
128 TABLE R602.3(2) – ALTERNATE ATTACHMENTS
129 TABLE R602.3(3) – ALLOWABLE STUD SPACING FOR WOOD STRUCTURAL PANEL WALL SHEATHING
TABLE R602.3(4) – ALLOWABLE SPANS FOR PARTICLEBOARD WALL SHEATHINGa
TABLE R602.3(5) – MAXIMUM STUD SPACING
130 FIGURE R602.3(1) – TYPICAL WALL, FLOOR AND ROOF FRAMING
131 FIGURE R602.3(2) – FRAMING DETAILS
132 TABLE R602.3.1 – MAXIMUM ALLOWABLE LENGTH OF WOOD WALL STUDS EXPOSED TO WIND SPEEDS OF 100 MPH OR LESS IN SEISMIC DESIGN CATEGORIES A,B,C and Da,b,c
135 FIGURE R602.6(1) – NOTCHING AND BORED HOLE LIMITATIONS FOR EXTERIOR WALLS AND BEARING WALLS
136 FIGURE R602.6(2) – NOTCHING AND BORED HOLE LIMITATIONS FOR INTERIOR NOBEARING WALLS
137 FIGURE R602.6.1 – TOP PLATE FRAMING TO ACCOMODATE PIPING
TABLE R602.7.2 – MAXIMUM SPANS FOR WOOD STRUCTURAL PANEL BOX HEADERSa
138 FIGURE R602.7.2 – TYPICAL WOOD STRUCTURAL PANEL BOX HEADER CONSTRUCTION
140 TABLE R602.10.3 – WALL BRACING
141 TABLE R602.10.5 – LENGTH REQUIREMENTS FOR BRACED WALL PANELS IN A CONTINUOUSLY SHEATHED WALLa,b
FIGURE R602.10.5 – EXTERIOR CORNER FRAMING
143 FIGURE R602.11.3 STEPPED FOUNDATION CONSTRUCTION
144 SECTION R603 STEEL WALL FRAMING
TABLE R603.2(1) – LOAD-BEARING COLD-FORMED STEEL STUD SIZES
TABLE R603.2(2) – MINIMUM THICKNESS OF COLD-FORMED STEEL STUDS
145 FIGURE R603.2(1) – C-SECTION
FIGURE R603.2(2) – TRACK SECTION
146 FIGURE R603.2(3) – WEB HOLES
147 TABLE R603.2.4 – SCREW SUBSTITUTION FACTOR
FIGURE R603.3 – STEEL WALL CONSTRUCTION
148 TABLE R603.3.1 – WALL TO FOUNDATION OR FLOOR CONNECTION REQUIREMENTSa,b,c
FIGURE R603.3.1(1) – WALL TO FOUNDATION CONNECTION
149 FIGURE R603.3.1(2) – WALL TO WOOD SILL CONNECTION
TABLE R603.3.2(1) – WALL FASTENING SCHEDULEa
150 TABLE R603.3.2(2) – COLD-FORMED STEEL STUD THICKNESS FOR 8-FOOT WALLS
151 TABLE R603.3.2(3) – COLD-FORMED STEEL STUD THICKNESS FOR 8-FOOT WALLS
152 TABLE R603.3.2(4) – COLD-FORMED STEEL STUD THICKNESS FOR 9-FOOT WALLS
153 TABLE R603.3.2(5) – COLD-FORMED STEEL STUD THICKNESS FOR 9-FOOT WALLS
154 TABLE R603.3.2(6) – COLD-FORMED STEEL STUD THICKNESS FOR 10-FOOT WALLS
155 TABLE R603.3.2(7) – COLD-FORMED STEEL STUD THICKNESS FOR 10-FOOT WALLS
156 TABLE R603.3.2(8) – COLD-FORMED STEEL STUD THICKNESS FOR 8-FOOT WALLS
157 TABLE R603.3.2(9) – COLD-FORMED STEEL STUD THICKNESS FOR 8-FOOT WALLS
158 TABLE R603.3.2(10) – COLD-FORMED STEEL STUD THICKNESS FOR 9-FOOT WALLS
159 TABLE R603.3.2(11) – COLD-FORMED STEEL STUD THICKNESS FOR 9-FOOT WALLS
160 TABLE R603.3.2(12) – COLD-FORMED STEEL STUD THICKNESS FOR 10-FOOT WALLS
161 TABLE R603.3.2(13) – COLD-FORMED STEEL STUD THICKNESS FOR 10-FOOT WALLS
162 FIGURE R603.3.5 – HOLE PATCH
FIGURE R603.3.6 – TRACK SPLICE
163 FIGURE R603.4 – CORNER FRAMING
164 TABLE R603.6(1) – ALLOWABLE HEADER SPANSa,b Headers supporting roof and ceiling only (33 ksi steel)
165 TABLE R603.6(2) – ALLOWABLE HEADER SPANSa,b Headers supporting one floor, roof and ceiling )33 ksi steel)
TABLE R603.6(3) – ALLOWABLE HEADER SPANSa,b,c Headers supporting one floor, roof and ceiling first story of a two-story building with center load bearing beam (33 ksi steel)
166 TABLE R603.6(4) – TOTAL NUMBER OF JACK AND KING STUDS REQUIRED AT EACH END OF AN OPENING
TABLE R603.6(5) – HEADER TO KING STUD CONNECTION REQUIREMENTSa,b,c,d,e
167 FIGURE R603.6 – HEADER DETAIL
168 TABLE R603.7 – MINIMUM PERCENTAGE OF FULL HEIGHT STRUCTURAL SHEATHING ON EXTERIOR WALLSa,b,c,d,e
169 FIGURE R603.8.1 – BUILDING CONFIGURATION
TABLE R603.8.1.2 – EDGE SCREW SPACING SHEARWALL LENGTH ADJUSTMENT FACTORS
170 FIGURE R603.8.1.2 – TYPE I AND TYPE II BRACED WALLS
171 TABLE R603.8.1.2.2 – TYPE II BRACED WALL LINE LENGTH ADJUSTMENT FACTORS
TABLE R603.8.1.3 – REQUIRED HOLD-DOWN ANCHOR FORCE
172 FIGURE R603.8.1.3 – CORNER STUD HOLD-DOWN
TABLE R603.8.1.4(1) TOP TRACK SPLICE SCREW SCHEDULE
173 TABLE R603.8.1.4(2) – REQUIRED SHEAR ANCHORAGE FOR BRACED WALLS
FIGURE R603.8.1.4(1) – GABLE ROOF SHEATHING ATTACHMENT TO BRACE WALLS
174 FIGURE R603.8.1.4(2) – STRAP AND BLOCKING DIAPHRAGM LOAD TRANSFER AT ROOF EAVE
175 FIGURE R603.8.1.4(3) – FLOOR DIAPHRAGM – ATTACHMENT TO BRACED WALLS
176 TABLE R603.8.2.2 – LIGHT WEIGHT ROOF AND LIGHT WEIGHT EXTERIOR WALL TYPE I LENGTH ADJUSTMENT FACTORS
177 FIGURE R603.8.2(1) – SDC D1 SINGLE STORY OR TOP OF TWO STORY
178 FIGURE R603.8.2(2) – SDC D1 BOTTOM OF TWO STORY
179 FIGURE R603.8.2(3) – SDC D2 SINGLE STORY OF TOP OF TWO STORY
180 FIGURE R603.8.2(4) – SDC D2 BOTTOM OF TWO STORY
181 TABLE R603.8.3.1(1) – RANGE OF ALLOWABLE SIDEWALL LENGTHS ONE-STORY SLAB ON GRADE
TABLE R603.8.3.1(2) – RANGE OF ALLOWABLE SIDEWALL LENGTHS ALL OTHER CASES
182 TABLE R603.8.3.1(3) – TYPE I BRACED WALL PANEL SIDEWALL SHEATHING LENGTH REQUIREMENTS
TABLE R603.8.3.1(4) – TYPE I BRACED WALL PANEL ENDWALL SHEATHING LENGTH REQUIREMENTS
184 TABLE R603.8.3.2.1(1) – REQUIRED UPLIFT CAPACITY ROOF TRUSS OR RAFTER TO WALL
TABLE R603.8.3.2.1(2) – UPLIFT STRAP CONNECTION REQUIREMENTS ROOF RAFTER OR TRUSS TO WALL
185 TABLE R603.8.3.2.2(1) – REQUIRED UPLIFT CAPACITY WALL ASSEMBLY TO WALL ASSEMBLY
TABLE R603.8.3.2.2(2) – UPLIFT STRAP CONNECTION REQUIREMENTS WALL ASSEMBLY TO WALL ASSEMBLY
186 TABLE R603.8.3.2.3(1) – REQUIRED UPLIFT CAPACITY WALL ASSEMBLY TO FOUNDATION OR FLOOR ASSEMBLY
TABLE R603.8.3.2.3(2) – UPLIFT STRAP CONNECTION REQUIREMENTS WALL ASSEMBLY TO FOUNDATION OR FLOOR ASSEMBLY
187 FIGURE R603.8.3.2.3 – WIND UPLIFT CONNECTOR
SECTION R604 – WOOD STRUCTURAL PANELS
SECTION R605 – PARTICLEBOARD
SECTION R606 – GENERAL MASONRY CONSTRUCTION
189 TABLE R606.4 – ALLOWABLE COMPRESSIVE STRESSES FOR EMPIRICAL DESIGN OF MASONRY
TABLE R606.8 – SPACING OF LATERAL SUPPORT FOR MASONRY WALLS
191 FIGURE R606.10(1) – ANCHORAGE REQUIREMENTS FOR MASONRY WALLS LOCATED IN SEISMIC DESIGN CATEGORY A, B OR C AND WHERE WIND LOADS ARE LESS THAN 30 PSF
192 FIGURE R606.10(2) – REQUIREMENTS FOR REINFORCED GROUTED MASONRY CONSTRUCTION IN SEISMIC DESIGN CATEGORY C
193 FIGURE R606.10(3) – REQUIREMENTS FOR REINFORCED MASONRY CONSTRUCTION IN SEISMIC DESIGN CATEGORY D1 OR D2
194 TABLE R606.11.3.2 – MINIMUM DISTRIBUTED WALL REINFORCEMENT FOR BUILDINGS ASSIGNED TO SEISMIC DESIGN CATEGORY D1
195 TABLE R606.11.4.1 – MINIMUM REINFORCING FOR STACKED BONDED MASONRY WALLS IN SEISMIC DESIGN CATEGORY D2
TABLE R606.11.4.2 – MINIMUM REINFORCING FOR STACKED BONDED MASONRY WALLS IN SEISMIC DESIGN CATEGORY D2
TABLE R606.14.1 – MINIMUM CORROSION PROTECTION
SECTION R607 – UNIT MASONRY
196 TABLE R607.1 – MORTAR PROPORTIONSa,b
197 SECTION R608 – MULTIPLE WYTHE MASONRY
SECTION R609 – GROUTED MASONRY
198 TABLE R609.1.1 – GROUT PROPORTIONS BY VOLUME FOR MASONRY CONSTRUCTION
TABLE R609.1.2 – GROUT SPACE DIMENSIONS AND POUR HEIGHTS
199 SECTION R610 – GLASS UNIT MASONRY
200 FIGURE R610.4.1 – GLASS UNIT MASONRY DESIGN WIND LOAD RESISTANCE
201 SECTION R611 – INSULATING CONCRETE FORM WALL CONSTRUCTION
202 TABLE R611.3 – MINIMUM VERTICAL WALL REINFORCEMENT FOR FLAT ICF ABOVE-GRADE WALLSa,b,c,d
FIGURE R611.3 – FLAT ICF WALL SYSTEM
203 TABLE R611.4(1) – MINIMUM VERTICAL WALL REINFORCEMENT FOR WAFFLE-GRID ICF ABOVE-GRADE WALLSa,b,c,d,e
TABLE R611.4(2) – DIMENSIONAL REQUIREMENTS FOR CORES AND WEBS IN WAFFLE-GRID AND SCREEN-GRID ICF WALLSa,b
204 FIGURE R611.4 – WAFFLE-GRID ICF WALL SYSTEM
TABLE R611.5 – MINIMUM VERTICAL WALL REINFORCEMENT FOR SCREEN-GRID ICF ABOVE-GRADE WALLSa,b,c,d,e
205 FIGURE R611.5 – SCREEN-GRID IFC WALL SYSTEM
TABLE R611.7(1) – MINIMUM WALL OPENING REINFORCEMENT REQUIREMENTS IN ICF WALLS
206 TABLE R611.7(2) – MAXIMUM ALLOWABLE CLEAR SPANS FOR ICF LINTELS FOR FLAT AND SCREEN-GRID LOAD-BEARING WALLSa,b,c,d NO. 4 BOTTOM SIZE
207 TABLE R611.7(3) – MAXIMUM ALLOWABLE CLEAR SPANS FOR ICF LINTELS FOR FLAT AND SCREEN-GRID LOAD-BEARING WALLSa,b,c,d NO. 5 BOTTOM BAR SIZE
208 TABLE R611.7(4) – MAXIMUM ALLOWABLE CLEAR SPANS FOR WAFFLE-GRID ICF WALL LINTELSa,b,c,d NO. 4 BOTTOM BAR SIZE
209 TABLE R611.7(5) – MAXIMUM ALLOWABLE CLEAR SPANS FOR WAFFLE-GRID ICF WALL LINTELSa,b,c,d NO. 5 BOTTOM BAR SIZE
210 TABLE R611.7(6) – MINIMUM BOTTOM BAR ICF LINTEL REINFORCEMENT FOR LARGE CLEAR SPANS IN LOAD-BEARING WALLSa,b,c,d
TABLE R611.7(7) – MAXIMUM ALLOWABLE CLEAR SPANS FOR ICF LINTELS IN NONLOAD-BEARING WALLS a,b,c NO. 4 BOTTOM BAR SIZE
211 TABLE R611.7(8) – MINIMUM PERCENTAGE OF SOLID WALL LENGTH ALONG EXTERIOR WALL LINESa,b,c
212 TABLE R611.7(9) – MINIMUM PERCENTAGE OF SOLID WALL LENGTH FOR SEISMIC DESIGN CATEGORY Ca
FIGURE R611.7(1) – ICF WALL CONSTRUCTION
213 FIGURE R611.7(2) – REINFORCEMENT OF OPENINGS
FIGURE R611.7(3) – ICF LINTELS FOR FLAT AND SCREEN-GRID WALLS
214 FIGURE R611.7(4) – SINGLE FORM HEIGHT WAFFLE-GRID LINTEL
FIGURE R611.7(5) – DOUBLE FORM HEIGHT WAFFLE-GRID LINTEL
216 TABLE R611.8 – FLOOR LEDGER-ICF WALL CONNECTION (SIDE-BEARING CONNECTION) REQUIREMENTSa,b,c
217 FIGURE R611.8(1) – SECTION CUT THROUGH FLAT WALL OR VERTICAL CORE OF WAFFLE- OR SCREEN-GRID WALL
FIGURE R611.8(2)ŁICF WALL CONNECTION (SIDE-BEARING CONNECTION) – FLOOR LEDGER – ICF WALL CONNECTION (SIDE-BEARING CONNECTION)
218 FIGURE R611.8(3)ŁICF WALL CONNECTION (SIDE-BEARING CONNECTION) – FLOOR LEDGER – ICF WALL CONNECTION (SIDE-BEARING CONNECTION)
FIGURE R611.8(4)ŁICF WALL SYSTEM CONNECTION – WOOD FLOOR LEDGER – ICF WALL SYSTEM CONNECTION (THROUGH-BOLT CONNECTION)
219 FIGURE R611.8(5) – WOOD FLOOR LEDGER TO ICF WALL SYSTEM CONNECTION DETAIL
FIGURE R611.9 – ICF WALL TO TOP SILL PLATE (ROOF) CONNECTION
220 SECTION R612 – CONVENTIONALLY FORMED CONCRETE WALL CONSTRUCTION
SECTION R613 – EXTERIOR WINDOWS AND GLASS DOORS
221 FIGURE R613.5(1) – THROUGH THE FRAME
FIGURE R613.5(2) – FRAME CLIP
FIGURE R613.5(3) – THROUGH THE FRAME
FIGURE R613.5(4) – FRAME CLIP
FIGURE R613.5(5) – THROUGH THE FRAME
FIGURE R613.5(6) – THROUGH THE FRAME
FIGURE R613.5(7) – FRAME CLIP
FIGURE R613.5.(8) – THROUGH THE FLANGE
223 CHAPTER 7 – WALL COVERINGS
SECTION R701 – GENERAL
SECTION R702 – INTERIOR COVERING
TABLE R702.1(1) – THICKNESS OF PLASTER
TABLE R702.1(2) – GYPSUM PLASTER PROPORTIONSa
224 TABLE R702.1(3) – PORTLAND CEMENT PLASTER
225 TABLE R702.3.5 – MINIMUM THICKNESS AND APPLICATION OF GYPSUM BOARD
226 SECTION R703 – EXTERIOR COVERING
227 TABLE R703.4 – WEATHER-RESISTANT SIDING ATTACHMENT AND MINIMUM THICKNESSa,b,c,d,e,f,g,h,i,j,k,l,m,n,o,p,q
229 TABLE R703.5.2 – MAXIMUM WEATHER EXPOSURE FOR WOOD SHAKES AND SHINGLES ON EXTERIOR WALLSa,b,c
230 TABLE R703.7.3 – ALLOWABLE SPANS FOR LINTELS SUPPORTING MASONRY VENEERa,b,c
231 FIGURE R703.7 – MASONRY VENEER WALL DETAILS
233 FIGURE R703.7.1 – EXTERIOR MASONRY VENEER SUPPORT BY WOOD CONSTRUCTION (Not adopted by the State of Minnesota)
235 CHAPTER 8 – ROOF-CEILING CONSTRUCTION
SECTION R801 – GENERAL
SECTION R802 – WOOD ROOF FRAMING
236 TABLE R802.4(1) – CEILING JOIST SPANS FOR COMMON LUMBER SPECIES
238 TABLE R802.4(2) – CEILING JOIST SPANS FOR COMMON LUMBER SPECIES
240 TABLE R802.5.1(1) – RAFTER SPANS FOR COMMON LUMBER SPECIES
242 TABLE R802.5.1(2) – RAFTER SPANS FOR COMMON LUMBER SPECIES
244 TABLE R802.5.1(3) – RAFTER SPANS FOR COMMON LUMBER SPECIES
246 TABLE R802.5.1(4) – RAFTER SPANS FOR COMMON LUMBER SPECIES
248 TABLE R802.5.1(5) – RAFTER SPANS FOR COMMON LUMBER SPECIES
250 TABLE R802.5.1(6) – RAFTER SPANS FOR COMMON LUMBER SPECIES
252 TABLE R802.5.1(7) – RAFTER SPANS FOR 70 PSF GROUND SNOW LOAD
254 TABLE R802.5.1(8) – RAFTER SPANS FOR 70 PSF GROUND SNOW LOAD
256 TABLE R802.5.1(9) – RAFTER/CEILING JOIST HEEL JOINT CONNECTIONSa,b,c,d,e,f
257 FIGURE R802.5.1 – BRACED RAFTER CONSTRUCTION
258 TABLE R802.11 – REQUIRED STRENGTH OF TRUSS OR RAFTER TIE-DOWN CONNECTIONS TO RESIST WIND UPLIFT FORCESa,b,c,d
259 SECTION R803 – ROOF SHEATHING
TABLE R803.1 – MINIMUM THICKNESS OF LUMBER ROOF SHEATHING
SECTION R804 – STEEL ROOF FRAMING
260 TABLE R804.2(1) – LOAD-BEARING COLD-FORMED STEEL MEMBER SIZES
TABLE R804.2(2) – MINIMUM THICKNESS OF COLD-FORMED STEEL ROOF FRAMING MEMBERS
FIGURE R804.2(1) – -C-SECTION
FIGURE R804.2(2) – TRACK SECTION
FIGURE R804.2(3) – WEB HOLES
261 TABLE R804.2.4 – SCREW SUBSTITUTION FACTOR
TABLE R804.3 – ROOF FRAMING FASTENING SCHEDULEa,b
262 FIGURE R804.3 – STEEL ROOF CONSTRUCTION
263 TABLE R804.3.1(1) – ALLOWABLE SPANS FOR COLD-FORMED STEEL CEILING JOISTSa,b,c 10 psf live load (no attic storage)
TABLE R804.3.1(2) – ALLOWABLE SPANS FOR COLD-FORMED STEEL CEILING JOISTSa,b,c 20 psf live load (Limited attic storage where development of future rooms is not possible)
264 TABLE R804.3.1(3) – NUMBER OF SCREWS REQUIRED FOR CEILING JOIST TO RAFTER CONNECTIONa
FIGURE R804.3.1(1) – JOIST TO RAFTER CONNECTION
265 TABLE R804.3.3(1) – ALLOWABLE HORIZONTAL RAFTER SPANSa,b
TABLE R804.3.3(2) – BASIC WIND SPEED TO EQUIVALENT SNOW LOAD CONVERSIONa
266 TABLE R804.3.3.1 – NUMBER OF SCREWS REQUIRED AT EACH LEG OF CLIP ANGLE FOR RAFTER TO RIDGE MEMBER CONNECTIONa
TABLE R804.3.3.1.1(1) – RIDGE TENSION STRAP CONNECTION REQUIREMENTS PER FOOT OF RIDGE SPANc
267 TABLE R804.3.3.1.1(2) – MINIMUM SIZE OF RIDGE STRAP
FIGURE R804.3.3.1 – RIDGE BOARD CONNECTION
268 FIGURE R804.3.6 – HOLE PATCHING
FIGURE R804.3.7(1) – SPLICED CEILING JOISTS
269 FIGURE R804.3.7(2) – TRACK SPLICE
FIGURE R804.3.8 – BEARING STIFFENER
270 FIGURE R804.3.10(1) – ROOF OPENING
SECTION R805 – CEILING FINISHES
271 FIGURE R804.3.10(2) – HEADER TO TRIMMER CONNECTION
SECTION R806 – ROOF VENTILATION
SECTION R807 – ATTIC ACCESS
SECTION R808 – INSULATION CLEARANCE
273 CHAPTER 9 – ROOF ASSEMBLIES
SECTION R901 – GENERAL
SECTION R902 – ROOF CLASSIFICATION
SECTION R903 – WEATHER PROTECTION
SECTION R904 – MATERIALS
274 SECTION R905 – REQUIREMENTS FOR ROOF COVERINGS
275 TABLE R905.2.8.2 – VALLEY LINING MATERIAL
TABLE R905.3.5 – TRANSVERSE BREAKING STRENGTH OF CONCRETE ROOF TILE
276 TABLE R905.3.7 – CLAY AND CONCRETE TILE ATTACHMENT
277 TABLE R905.6.5 – SLATE SHINGLE HEADLAP
TABLE R905.7.4 – WOOD SHINGLE MATERIAL REQUIREMENTS
TABLE R905.7.5 – WOOD SHINGLE WEATHER EXPOSURE AND ROOF SLOPE
278 TABLE R905.8.5 – WOOD SHAKE MATERIAL REQUIREMENTS
TABLE R905.8.6 – WOOD SHAKE WEATHER EXPOSURE AND ROOF SLOPE
279 TABLE R905.9.2 – BUILT-UP ROOFING MATERIAL STANDARDS
280 TABLE R905.10.3 – METAL ROOF COVERINGS STANDARDS AND INSTALLATION
TABLE R905.11.2 – MODIFIED BITUMEN ROOFING MATERIAL STANDARDS
281 SECTION R906 – ROOF INSULATION
SECTION R907 – REROOFING
282 FIGURE R907.3 – HAIL RISK MAPa,b
283 CHAPTER 10 – CHIMNEYS AND FIREPLACES
SECTION R1001 – MASONRY CHIMNEYS
284 TABLE R1001.11(1) – NET CROSS-SECTIONAL AREA OF ROUND FLUE SIZESa
TABLE R1001.11(2) – NET CROSS-SECTIONAL AREA OF SQUARE AND RECTANGULAR FLUE SIZESa
285 FIGURE R1001.12.2 – FLUE SIZES FOR MASONRY CHIMNEYS
286 TABLE R1001.17 – CRICKET DIMENSIONS
FIGURE R1001.15 – CLEARANCE FROM COMBUSTIBLES
FIGURE R1001.17 – CHIMNEY CRICKET
287 SECTION R1002 – FACTORY-BUILT CHIMNEYS
SECTION R1003 – MASONRY FIREPLACES
288 TABLE R1003.1 – SUMMARY OF REQUIREMENTS FOR MASONRY FIREPLACES AND CHIMNEYS
289 FIGURE R1003.1 – FIREPLACE AND CHIMNEY DETAILS
291 FIGURE R1003.12 – CLEARANCE FROM COMBUSTIBLES
SECTION R1004 – FACTORY-BUILT FIREPLACES
SECTION R1005 EXTERIOR AIR SUPPLY
293 Part IV – Energy Conservation
CHAPTER 11 – ENERGY (Provisions for energy, energy conservation, or references to the International Energy Conservation Code are deleted and replaced with Minnesota Statutes, section 16B.617.
295 Part V – Mechanical
CHAPTER 12 – MECHANICAL (Provisions for mechanical or references to the International Mechanical Code, which include Chapters 12 through 24 of the IRC, are deleted and replaced with Minnesota Rules, Chapter 1346, the Minnesota Mechanical Code.
297 Part VII – Plumbing
CHAPTER 25 – PLUMBING ADMINISTRATION ( Provisions for plumbing or references to ICC Plumbing Code, which include Chapters 25 through 32 of the IRC, shall be deleted and replaced with Minnesota Rules, Chapter 4715, the Minnesota Plumbing Code.
299 Part VIII – Electrical
CHAPTER 34 – ELECTRICAL (Provisions for electrical or references to the ICC Electrical Code, which include Chapters 34 through 42 of the IRC, shall be deleted and replaced with Minnesota Rules, Chapter 1315 of the Minnesota Electrical Code.
301 Part IX – Referenced Standards
CHAPTER 43 – REFERENCED STANDARDS
AAMA
ACI
ACCA
AFPA
AGA
302 AHA
ANSI
303 ASCE
ASHRAE
ASME
ASSE
304 ASTM
309 AWPA
CDA
CGSB
310 CISPI
CPSC
CSA
CSSB
DOC
EWA
311 FEMA
FM
GA
HPVA
ICC
312 NCMA
NFPA
NFRC
NSF
NSPI
313 RMA
SAE
SMACNA
TPI
UL
314 ULC
WDMA
315 APPENDIX K – SOUND TRANSMISSION
SECTION AK101 – GENERAL
SECTION AK102 – AIRBORNE SOUND
SECTION AK103 – STRUCTURAL-BORNE SOUND
317 MINNESOTA RULES, CHAPTER 4715
4715.0100 – DEFINITIONS
322 4715.0200 – BASIC PLUMBING PRINCIPLES
323 4715.0300 – GENERAL REGULATIONS OF PLUMBING CONSTRUCTION
4715.0310 – USE OF PUBLIC SEWER AND WATER SYSTEMS REQUIRED
4715.0320 – CONFORMANCE WITH CODE
4715.0330 – ALTERNATIVE FIXTURES, APPURTENANCES, MATERIALS, AND METHODS
324 4715.0340 – HEALTH AND SAFETY
325 4715.0400 – QUALITY OF MATERIALS
4715.0410 – IDENTIFICATION OF MATERIALS
4715.0420 – STANDARDS FOR PLUMBING MATERIALS
328 4715.0500 – WATER SUPPLY SYSTEMS
4715.0510 – WATER SERVICE PIPE
4715.0520 – WATER DISTRIBUTION PIPE
329 4715.0530 – BUILDING SEWERS
4715.0540 – STORM WATER AND YARD DRAINAGE (OUTSIDE FOUNDATION WALLS)
4715.0550 – STORM WATER OR CLEAR WATER DRAINAGE (WITHIN BUILDINGS UNDERGROUND)
4715.0560 – STORM WATER OR CLEAR WATER DRAINAGE (WITHIN BUILDINGS ABOVE GROUND)
4715.0570 – SOIL AND WASTE PIPING UNDERGROUND OR EMBEDDED
4715.0580 – SOIL AND WASTE PIPING ABOVE GROUND
330 4715.0590 – VENT PIPING BELOW GROUND
4715.0600 – VENT PIPING ABOVE GROUND
4715.0610 – SPECIAL WASTES
4715.0620 – SUBSOIL DRAINS
4715.0630 – SPECIAL MATERIALS
331 4715.0640 – FIXTURE MATERIALS
332 4715.0700 – TIGHTNESS
4715.0710 – ASBESTOS CEMENT SEWER PIPE
4715.0720 – BITUMINIZED FIBER DRAIN PIPE JOINT
4715.0730 – BURNED LEAD JOINTS
4715.0740 – CAULKED JOINTS
4715.0750 – CEMENT MORTAR JOINTS
4715.0760 – COLD JOINT COMPOUND, TAR BASE
4715.0770 – FLARED JOINTS
4715.0780 – GASKET TYPE JOINTS
4715.0790 – HOT-POURED JOINTS
333 4715.0800 – MECHANICAL JOINTS
4715.0805 – PUSH-ON JOINTS
4715.0810 – PLASTIC JOINTS
334 4715.0815 – JOINTS IN CHEMICAL WASTE PIPE
4715.0820 – SOLDERED OR BRAZED JOINTS
4715.0830 – THREADED JOINTS – SCREWED JOINTS
4715.0840 – WIPED JOINTS
4715.0850 – USE OF JOINTS
4715.0860 – SPECIAL JOINTS
335 4715.0870 – FLANGED FIXTURE CONNECTIONS
4715.0880 – PROHIBITED JOINTS AND CONNECTIONS
4715.0890 – INCREASERS AND REDUCERS
336 4715.0900 – FIXTURE TRAP REQUIREMENTS
4715.0910 – TRAPS DESCRIBED
4715.0920 – TRAP PROTECTION
4715.0930 – SIZES OF TRAPS
4715.0940 – SLIP JOINTS AND UNIONS
4715.0950 – TRAP SEALS
4715.0960 – TRAPS PROHIBITED
4715.0970 – TRAP CLEANOUTS
4715.1000 – LOCATION
337 4715.1010 – SIZE OF CLEANOUTS
4715.1020 – CLEANOUT MATERIALS
4715.1030 – CLEANOUTS TO BE ACCESSIBLE
338 4715.1100 – INTERCEPTORS AND SEPERATORS REQUIRED
4715.1110 – GREASE INTERCEPTORS FOR COMMERCIAL BUILDINGS
4715.1115 – EXTERIOR GREASE INTERCEPTORS
4715.1120 – OIL AND FLAMMABLE LIQUIDS SEPARATOR
339 4715.1130 – INTERCEPTORS AND SEPARATORS FOR SPECIFIC INSTALLATIONS
4715.1140 – VENTING OF INTERCEPTORS AND SEPARATORS
4715.1150 – MAINTENANCE OF INTERCEPTORS AND SEPARATORS
4715.1160 – BACKWATER VALVES
341 4715.1200 – CONNECTIONS TO PLUMBING SYSTEM REQUIRED
4715.1210 – REQUIRED MINIMUM NUMBER OF FIXTURES
4715.1220 – INSTALLATION OF FIXTURES
4715.1230 – AUTOMATIC CLOTHES WASHERS
4715.1240 – BATHTUBS
4715.1250 – DISHWASHING EQUIPMENT
4715.1260 – DRINKING FOUNTAINS
4715.1300 – FLOOR DRAINS
342 4715.1305 – ELEVATOR PIT DRAIN
4715.1310 – FOOD-WASTE GRINDER UNITS
4715.1320 – FLUSHING DEVICES FOR WATER CLOSETS AND URINALS
4715.1330 – FLUSH TANKS
4715.1340 – FLUSHOMETER VALVES
343 4715.1350 – GARBAGE CAN WASHERS
4715.1360 – LAUNDRY TRAYS
4715.1370 – LAVATORIES
4715.1380 – SHOWERS
4715.1390 – SINKS
4715.1400 – SPECIAL PLUMBING FIXTURES
344 4715.1410 – URINALS
4715.1420 – WATER CLOSETS
345 4715.1430 – HANGERS AND SUPPORTS
4715.1440 – PROTECTION OF PLASTIC PIPE
346 4715.1500 – INDIRECT WASTE CONNECTIONS
4715.1510 – INDIRECT WASTE PIPING
4715.1520 – CONNECTIONS FROM WATER DISTRIBUTION SYSTEM
4715.1530 – STERILIZERS
4715.1540 – POTABLE CLEAR WATER WASTES
4715.1550 – DRINKING FOUNTAINS
4715.1560 – SWIMMING POOLS
4715.1570 – METHOD OF PROVIDING AN AIR GAP
4715.1580 – METHOD OF PROVIDING AN AIR BREAK
4715.1590 – RECEPTORS OR SUMPS
347 4715.1600 – CHEMICAL WASTES
4715.1610 – STEAM AND HOT WATER WASTES
348 4715.1700 – WATER REQUIRED
4715.1710 – WATER SERVICE
4715.1720 – DESIGN OF BUILDING WATER DISTRIBUTION SYSTEM
4715.1730 – SIZE OF FIXTURE BRANCH
4715.1740 – WATER PRESSURE
349 4715.1750 – WATER HAMMER
4715.1760 – SUPPLY DEMAND
4715.1770 – MINIMUM PRESSURES REQUIRED IN WATER DISTRIBUTION SYSTEM
4715.1800 – WATER SUPPLYY CONTROL VALVES
4715.1810 – WATER PRESSURE BOOSTER SYSTEMS
351 4715.1900 – DESIGN, MAINTENANCE, AND INSTALLATION
4715.1910 – IDENTIFICATION OF POTABLE AND NONPOTABLE WATER
4715.1911 – TOXIC MATERIALS AND USED PIPE
4715.1912 – USED WATER RETURN PROHIBITED
4715.1920 – CROSS-CONNECTION CONTROL
4715.1940 – POTABLE WATER CONNECTIONS TO HEATING OR COOLING SYSTEMS
4715.1941 – HEAT EXCHANGERS
352 4715.1950 – PROHIBITED CONNECTIONS TO FIXTURES AND EQUIPMENT
4715.1960 – REFRIGERATING UNIT CONDENSERS AND COOLING JACKETS
4715.2000 – WATER OUTLETS
4715.2010 – MINIMUM REQUIRED AIR GAP
353 4715.2020 – DEVICES OR ASSEMBLIES FOR THE PROTECTION OF THE POTABLE WATER SUPPLY
4715.2030 – APPROVAL OF DEVICES OR ASSEMBLIES
4715.2100 – BACKFLOW PREVENTERS
4715.2110 – TYPES OF DEVICES REQUIRED WHERE AN AIR GAP CANNOT BE PROVIDED1
354 4715.2120 – LOCATION OF BACKFLOW PREVENTERS
4715.2150 – CONNECTIONS NOT SUBJECT TO BACK PRESSURE
355 4715.2160 – CONNECTIONS SUBJECT TO BACK PRESSURE
4715.2161 – INSTALLATION OF REDUCED PRESSURE BACKFLOW PREVENTERS
4715.2162 – DOUBLE GATE VALVE ASSEMBLIES
4715.2163 – CARBONATED BEVERAGE MACHINES
4715.2165 – CHEMICAL/SOAP DISPENSING SYSTEMS
4715.2170 – BAROMETRIC LOOP
4715.2180 – HOT WATER SUPPLY SYSTEM
4715.2190 – COMBINATION WATER AND SPACE HEATING EQUIPMENT
356 4715.2200 – PRESSURE RELIEF VALVES AND TEMPERATURE RELIEF VALVES DEVICES REQUIRED
4715.2210 – PRESSURE RELIEF VALVES
4715.2215 – THERMAL EXPANSION CONTROL
4715.2220 – HOT WATER STORAGE TANKS
4715.2230 – TANKLESS AND INSTANTANEOUS TYPE HEATERS
4715.2240 – ACCESS TO WATER HEATERS
4715.2250 – DISINFECTION OF POTABLE WATER SYSTEM
357 4715.2280 – WATER METER INSTALLATION
358 4715.2300 – LOAD ON DRAINAGE PIPING
4715.2310 – SELECTING SIZE OF DRAINAGE PIPING
359 4715.2320 – MINIMUM SIZE OF SOIL AND WASTE STACKS
4715.2330 – MINIMUM SIZE OF STACK VENT OR VENT STACK
4715.2340 – PROVISION FOR FUTURE FIXTURES
4715.2350 – MINIMUM SIZE OF UNDERGROUND DRAINAGE PIPING
4715.2360 – SIZING OF OFFSETS ON DRAINAGE PIPING
4715.2370 – FIXTURE CONNECTIONS TO AN OFFSET OF MORE THAN 45 DEGREES OR AT BASE OF STACK
360 4715.2400 – PITCH ON HORIZONTAL DRAINAGE PIPING
4715.2410 – CHANGE IN DIRECTION
4715.2420 – PROHIBITED FITTINGS AND CONNECTIONS
4715.2430 – BUILDING DRAINS BELOW BUILDING SEWER
4715.2440 – DESIGN OF SUMPS
362 4715.2500 – SELECTING SIZE OF VENT PIPING
4715.2510 – PROTECTION OF TRAP SEALS
4715.2520 – VENT STACKS AND STACK VENTS
363 4715.2530 – VENT TERMINALS
4715.2540 – VENT GRADES AND CONNECTIONS
4715.2550 – WET VENTING
364 4715.2560 – STACK VENTING
4715.2570 – INDIVIDUAL FIXTURE REVENTING REQUIRED
4715.2580 – COMMON VENTS
4715.2600 – CIRCUIT AND LOOP VENTING
4715.2610 – FIXTURES BACK-TO-BACK
4715.2620 – FIXTURE VENTS
365 4715.2630 – VENTS FOR FIXTURE TRAP BELOW TRAP DIP
4715.2640 – YOKE VENTS FOR STACKS OF MORE THAN FIVE BRANCH INTERVALS
4715.2650 – COMBINATION WASTE AND VENT SYSTEM
4715.2655 – ISLAND FIXTURE VENTING
4715.2660 – VENTING OF SUMPS AND SEWERS
366 4715.2700 – STORM SEWER SYSTEMS
4715.2710 – SIZE OF BUILDING STORM DRAINS AND LEADERS
4715.2720 – SUBSOIL DRAINS
4715.2730 – BUILDING SUBDRAINS
4715.2740 – TRAPS ON STORM DRAINS AND LEADERS
4715.2750 – CONDUCTORS AND CONNECTIONS
367 4715.2760 – ROOF AND DECK DRAINS
4715.2770 -PROVISIONS FOR EXPANSION
4715.2780 – CONTROL FLOW STORM WATER DRAINAGE FOR DEAD LEVEL ROOFS
368 4715.2800 – INSPECTIONS
4715.2810 – NOTIFICATIONS
4715.2820 – METHOD OF TESTING
369 4715.2830 – COVERING OF WORK
4715.2840 – DEFECTIVE WORK
4715.2850 – AIR TEST OF DEFFECTIVE PLUMBING
4715.2860 – MAINTENANCE
4715.2870 – DISINFECTION OF WATER PIPING
4715.2880 – BUILDING SEWER
4715.2890 – CERTIFICATE OF APPROVAL
370 4715.3130 – PLANS AND SPECIFICATIONS
4715.3140 – EXAMINATION AND LICENSING OF PLUMBERS
4715.3150 – FEES
4715.3160 – EXPIRATION OF LICENSES
371 4715.3170 – REGISTRATION OF PLUMBER’S APPRENTICE
4715.3500 – GENERAL
372 4715.3600 – TOTAL DAILY REQUIREMENTS
373 4715.3700 – DETERMINATION OF PEAK DEMAND
388 4715.3800 – RECOMMENDED GUIDE FOR SIZING WATER SUPPLY SYSTEM
391 4715.4100 – USEFUL INFORMATION
396 4715.5000 – SCOPE AND APPLICABILITY
4715.5100 – DEFINITONS
4715.5200 – CONNECTION WITH WATER DISTRIBUTION SYSTEM
4715.5300 – EQUIPMENT DRAIN
4715.5400 – LOCATION
4715.5500 – REGENERATION SANITATION PROCEDURES
397 4715.5600 – VARIANCE
4715.5700 – EQUIPMENT AND MATERIALS USED IN INSTALLATIONS
4715.5800 – LICENSING
4715.5900 – FEES
4715.6000 – RENEWAL

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