{"id":135945,"date":"2024-10-19T07:50:19","date_gmt":"2024-10-19T07:50:19","guid":{"rendered":"https:\/\/pdfstandards.shop\/product\/uncategorized\/mn-residential-plumbingcode-2000\/"},"modified":"2024-10-25T00:00:33","modified_gmt":"2024-10-25T00:00:33","slug":"mn-residential-plumbingcode-2000","status":"publish","type":"product","link":"https:\/\/pdfstandards.shop\/product\/publishers\/mn\/mn-residential-plumbingcode-2000\/","title":{"rendered":"MN Residential PlumbingCode 2000"},"content":{"rendered":"

Minnesota State Residential and Plumbing Code is based on the 2000 IRC\u00c2\u00ae and the Minnesota Plumbing Code.<\/p>\n

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PDF Pages<\/th>\nPDF Title<\/th>\n<\/tr>\n
1<\/td>\nCOVER <\/td>\n<\/tr>\n
2<\/td>\nCopyright <\/td>\n<\/tr>\n
3<\/td>\nTitle Page <\/td>\n<\/tr>\n
5<\/td>\nPREFACE <\/td>\n<\/tr>\n
7<\/td>\nTABLE OF CONTENTS <\/td>\n<\/tr>\n
13<\/td>\nPart I – Administrative
CHAPTER 1 – ADMINISTRATION <\/td>\n<\/tr>\n
15<\/td>\nMINNESOTA 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 <\/td>\n<\/tr>\n
16<\/td>\n1300.0060 – OPTIONAL ADMINISTRATION
1300.0070 – DEFINITIONS <\/td>\n<\/tr>\n
17<\/td>\n1300.0080 – CODE ADOPTION AND AMENDMENTS
1300.0090 – DEPARTMENT OF BUILDING SAFETY
1300.0110 – DUTIES AND POWERS OF BUILDING OFFICIAL <\/td>\n<\/tr>\n
19<\/td>\n1300.0120 – PERMITS <\/td>\n<\/tr>\n
20<\/td>\n1300.0130 – CONSTRUCTION DOCUMENTS <\/td>\n<\/tr>\n
21<\/td>\n1300.0140 – VIOLATIONS
1300.0150 – VIOLATIONS, PENALTY <\/td>\n<\/tr>\n
22<\/td>\n1300.0160 – FEES <\/td>\n<\/tr>\n
23<\/td>\n1300.0170 – STOP WORK ORDER
1300.0180 – UNSAFE BUILDINGS OR STRUCTURES
1300.0190 – TEMPORARY STRUCTURES AND USES
1300.0210 – INSPECTIONS <\/td>\n<\/tr>\n
24<\/td>\n1300.0220 – CERTIFICATE OF OCCUPANCY <\/td>\n<\/tr>\n
25<\/td>\n1300.0230 – BOARD OF APPEALS
1300.0240 – DISCLAIMER CLAUSE
1300.0250 – SEVERABILITY <\/td>\n<\/tr>\n
27<\/td>\nMINNESOTA 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 <\/td>\n<\/tr>\n
28<\/td>\n1303.1600 – 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. <\/td>\n<\/tr>\n
29<\/td>\nTABLE 2-B – TYPES OF SOILS AND THEIR PROPERTIES
1303.2000 – EXTERIOR WOOD DECKS, PATIOS, AND BALCONIES <\/td>\n<\/tr>\n
30<\/td>\n1303.2100 – BLEACHER SAFETY <\/td>\n<\/tr>\n
31<\/td>\nMINNESOTA 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 <\/td>\n<\/tr>\n
32<\/td>\n1309.0040 – VIOLATION <\/td>\n<\/tr>\n
33<\/td>\nPart II – Definitions
CHAPTER 2 – DEFINITIONS
SECTION R201 – GENERAL
SECTION R202 – DEFINITIONS <\/td>\n<\/tr>\n
45<\/td>\nPart III – Building Planning and Construction
CHAPTER 3 – BUILDING PLANNING
SECTION R301 – DESIGN CRITERIA
TABLE R301.2(1) – CLIMATIC AND GEOGRAPHIC DESIGN CRITERIA <\/td>\n<\/tr>\n
46<\/td>\nTABLE R301.2(2) – COMPONENT AND CLADDING LOADS FOR A BUILDING WITH A MEAN ROOF HEIGHT OF 30 FEET LOCATED IN EXPOSURE B <\/td>\n<\/tr>\n
47<\/td>\nTABLE 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) <\/td>\n<\/tr>\n
48<\/td>\nFIGURE R301.2(2) – INTERNATIONAL RESIDENTIAL CODE SEISMIC DESIGN CATEGORIES – SITE CLASS D <\/td>\n<\/tr>\n
51<\/td>\nFIGURE R301.2(3) – WEATHERING PROBABILITY MAP FOR CONCRETE <\/td>\n<\/tr>\n
52<\/td>\nFIGURE R301.2(4) – BASIC WIND SPEEDS FOR 50-YEAR MEAN RECURRENCE INTERVAL <\/td>\n<\/tr>\n
56<\/td>\nFIGURE R301.2(5) – Not adopted by the state of Minnesota <\/td>\n<\/tr>\n
57<\/td>\nFIGURE R301.2(6) – TERMITE INFESTATION PRABABILITY MAP <\/td>\n<\/tr>\n
58<\/td>\nFIGURE R301.2(7) – DECAY PROBABILITY MAP <\/td>\n<\/tr>\n
59<\/td>\nFIGURE R301.2(8) – COMPONENT AND CLADDING PRESSURE ZONES <\/td>\n<\/tr>\n
60<\/td>\nTABLE 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 <\/td>\n<\/tr>\n
61<\/td>\nTABLE R301.2.2.1.1 -SEISMIC DESIGN CATEGORY DETERMINATION <\/td>\n<\/tr>\n
62<\/td>\nTABLE R301.2.2.4 – WALL-BRACING ADJUSTMENT FACTORS BY ROOF COVERING DEAD LOADa <\/td>\n<\/tr>\n
63<\/td>\nTABLE R301.4 – MINIMUM UNIFORMLY DISTRIBUTED LIVE LOADS (in pounds per square foot) <\/td>\n<\/tr>\n
64<\/td>\nTABLE 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 <\/td>\n<\/tr>\n
65<\/td>\nSECTION R304 – MINIMUM ROOM AREAS
SECTION R305 – CEILING HEIGHT
SECTION R306 – SANITATION <\/td>\n<\/tr>\n
66<\/td>\nSECTION R307 – TOILET, BATH AND SHOWER SPACES
FIGURE R307.2 – MINIMUM FIXTURE CLEARANCES <\/td>\n<\/tr>\n
67<\/td>\nSECTION R308 – GLAZING
TABLE R308.3 – MINIMUM CATEGORY CLASSIFICATION OF GLAZING <\/td>\n<\/tr>\n
68<\/td>\nSECTION R309 – GARAGES AND CARPORTS <\/td>\n<\/tr>\n
69<\/td>\nSECTION R310 – EMERGENCY ESCAPE AND RESCUE OPENINGS <\/td>\n<\/tr>\n
70<\/td>\nSECTION R311 – EXITS
SECTION R312 – LANDINGS
SECTION R313 – RAMPS
SECTION R314 – STAIRWAYS <\/td>\n<\/tr>\n
71<\/td>\nSECTION R315 – HANDRAILS
SECTION R316 – GUARDS
SECTION R317 – SMOKE ALARMS <\/td>\n<\/tr>\n
72<\/td>\nSECTION R318 – FOAM PLASTIC <\/td>\n<\/tr>\n
73<\/td>\nSECTION R319 – FLAME SPREAD AND SMOKE DENSITY
SECTION R320 – INSULATION
SECTION R321 – DWELLING UNIT SEPARATION <\/td>\n<\/tr>\n
74<\/td>\nSECTION R322 – MOISTURE VAPOR RETARDERS <\/td>\n<\/tr>\n
75<\/td>\nSECTION R323 – PROTECTION AGAINST DECAY
SECTION R324 – PROTECTION AGAINST TERMITES <\/td>\n<\/tr>\n
76<\/td>\nSECTION R325 – SITE ADDRESS
SECTION R326 – ACCESSIBILITY
SECTION R327 – FLOOD-RESISTANT CONSTRUCTION <\/td>\n<\/tr>\n
79<\/td>\nCHAPTER 4 – FOUNDATIONS
SECTION R401 – GENERAL
TABLE R401.4.1 – PRESUMPTIVE LOAD-BEARING VALUES OF FOUNDATION MATERIALSa
SECTION R402 – MATERIALS <\/td>\n<\/tr>\n
80<\/td>\nSECTION R403 – FOOTINGS <\/td>\n<\/tr>\n
81<\/td>\nTABLE R402.2 – MINIIMUM SPECIFIED COMPRESSIVE STRENGTH OF CONCRETE
TABLE R403.1 – MINIMUM WIDTH OF CONCRETE OR MASONRY FOOTINGS (inches) <\/td>\n<\/tr>\n
82<\/td>\nFIGURE R403.1(1) – CONCRETE AND MASONRY FOUNDATION DETAILS <\/td>\n<\/tr>\n
83<\/td>\nFIGURE R403.1(2) – PERMANENT WOOD FOUNDATION BASEMENT WALL SECTION <\/td>\n<\/tr>\n
84<\/td>\nFIGURE R403.1(3) – PERMANENT WOOD FOUNDATION CRAWL SPACE SECTION <\/td>\n<\/tr>\n
85<\/td>\nFIGURE R403.1.7.1 – FOUNDATION CLEARANCE FROM SLOPES <\/td>\n<\/tr>\n
86<\/td>\nTABLE R403.3 – MINIMUM INSULATION REQUIREMENTS FOR FROST-PROTECTED FOOTINGS IN HEATED BUILDINGS a <\/td>\n<\/tr>\n
87<\/td>\nFIGURE R403.3(1) – INSULATION PLACEMENT FOR FROST-PROTECTED FOOTINGS IN HEATED BUILDINGS <\/td>\n<\/tr>\n
88<\/td>\nFIGURE R403.3(2) – AIR-FREEZING INDEX AN ESTIMATE OF THE 100-YEAR RETURN PERIOD
SECTION R404 – FOUNDATION WALLS <\/td>\n<\/tr>\n
89<\/td>\nTABLE 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 <\/td>\n<\/tr>\n
90<\/td>\nTABLE R404.1.1(3) – REINFORCED CONCRETE AND MASONRYa FOUNDATION WALLS
TABLE R404.1.1(4) – REINFORCED CONCRETE AND MASONRYa FOUNDATION WALLS <\/td>\n<\/tr>\n
91<\/td>\nFIGURE R404.1.5(1) – FOUNDATION WALL CLAY MASONRY CURTAIN WALL WITH CONCRETE MASONRY PIERS <\/td>\n<\/tr>\n
93<\/td>\nTABLE R404.2.3d – PLYWOOD GRADE AND THICKNESS FOR WOOD FOUNDATION CONSTRUCTION <\/td>\n<\/tr>\n
94<\/td>\nTABLE R404.4(1) – 5.5-INCH THICK FLAT ICF FOUNDATION WALLSa,b,c <\/td>\n<\/tr>\n
95<\/td>\nTABLE 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 <\/td>\n<\/tr>\n
96<\/td>\nTABLE R404.4(4) – WAFFLE GRID ICF FOUNDATION WALLSa,b,c,d <\/td>\n<\/tr>\n
97<\/td>\nTABLE R404.4(5) – SCREEN-GRID ICF FOUNDATION WALLSa,b,c <\/td>\n<\/tr>\n
98<\/td>\nSECTION R405 – FOUNDATION DRAINAGE
TABLE R405.1 – PROPERTIES OF SOILS CLASSIFIED ACCORDING TO THE UNIFIED SOIL CLASSIFICATION SYSTEM <\/td>\n<\/tr>\n
99<\/td>\nSECTION R406 – FOUNDATION WATERPROOFING AND DAMPPROOFING
SECTION R407 – COLUMNS <\/td>\n<\/tr>\n
100<\/td>\nSECTION R408 – UNDER-FLOOR SPACE <\/td>\n<\/tr>\n
101<\/td>\nCHAPTER 5 – FLOORS
SECTION R501 – GENERAL
SECTION R502 – WOOD FLOOR FRAMING <\/td>\n<\/tr>\n
102<\/td>\nFIGURE R502.2 – FLOOR CONSTRUCTION <\/td>\n<\/tr>\n
103<\/td>\nTABLE R502.3.1(1) – FLOOR JOIST SPANS FOR COMMON LUMBER SPECIES <\/td>\n<\/tr>\n
104<\/td>\nTABLE R502.3.1(2) – FLOOR JOIST SPANS FOR COMMON LUMBER SPECIES <\/td>\n<\/tr>\n
105<\/td>\nTABLE R502.5(1) – GIRDER SPANSa AND HEADER SPANSa FOR EXTERIOR BEARING WALLS <\/td>\n<\/tr>\n
106<\/td>\nTABLE R502.5(2) – GIRDER SPANSa AND HEADER SPANSa FOR INTERIOR BEARING WALLS <\/td>\n<\/tr>\n
107<\/td>\nFIGURE R502.8 – CUTTING, NOTCHING AND DRILLING <\/td>\n<\/tr>\n
108<\/td>\nSECTION R503 – FLOOR SHEATHING <\/td>\n<\/tr>\n
109<\/td>\nTABLE 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 <\/td>\n<\/tr>\n
110<\/td>\nTABLE 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 <\/td>\n<\/tr>\n
111<\/td>\nTABLE 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 <\/td>\n<\/tr>\n
112<\/td>\nFIGURE R505.2(1) – C-SECTION
FIGURE R505.2(2) – TRACK SECTION
FIGURE R505.2(3) – FLOOR JOIST WEB HOLES <\/td>\n<\/tr>\n
113<\/td>\nTABLE R505.2.4 – SCREW SUBSTITUTION FACTOR
FIGURE R505.3 – STEEL-FLOOR CONSTRUCTION <\/td>\n<\/tr>\n
115<\/td>\nTABLE R505.3.1(1) – FLOOR TO FOUNDATION OR BEARING WALL CONNECTION REQUIREMENTS a,b,c
TABLE R505.3.1(2) – FLOOR FASTENING SCHEDULEa <\/td>\n<\/tr>\n
116<\/td>\nFIGURE R505.3.1(1) – FLOOR TO LOAD-BEARING WALL STUD CONNECTION
FIGURE R505.3.1(2) – FLOOR TO WOOD SILL CONNECTION <\/td>\n<\/tr>\n
117<\/td>\nFIGURE R505.3.1(3) – FLOOR TO FOUNDATION CONNECTION
FIGURE R505.3.1(4) – FLOOR CANTILEVER TO LOAD-BEARING WALL CONNECTION <\/td>\n<\/tr>\n
118<\/td>\nFIGURE R505.3.1(5) – FLOOR CANTILEVER TO WOOD SILL CONNECTION <\/td>\n<\/tr>\n
119<\/td>\nFIGURE R505.3.1(6) – FLOOR CANTILEVER TO FOUNDATION CONNECTION <\/td>\n<\/tr>\n
120<\/td>\nFIGURE R505.3.1(7) – CONTINUOUS JOIST SPAN SUPPORTED ON STUD
FIGURE R505.3.1(8) – LAPPED JOISTS SUPPORTED ON STUD <\/td>\n<\/tr>\n
121<\/td>\nTABLE R505.3.2 – ALLOWABLE SPANS FOR COLD-FORMED STEEL JOISTSa,b <\/td>\n<\/tr>\n
122<\/td>\nFIGURE R505.3.4 – BEARING STIFFENER
FIGURE R505.3.6 – HOLE PATCH <\/td>\n<\/tr>\n
123<\/td>\nSECTION R506 – CONCRETE FLOORS (ON GROUND)
FIGURE R505.3.8 – TRACK SPLICE <\/td>\n<\/tr>\n
125<\/td>\nCHAPTER 6 – WALL CONSTRUCTION
SECTION R601 – GENERAL
SECTION R602 – WOOD WALL FRAMING <\/td>\n<\/tr>\n
126<\/td>\nTABLE R602.3(1) – FASTENER SCHEDULE FOR STRUCTURAL MEMBERS <\/td>\n<\/tr>\n
128<\/td>\nTABLE R602.3(2) – ALTERNATE ATTACHMENTS <\/td>\n<\/tr>\n
129<\/td>\nTABLE 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 <\/td>\n<\/tr>\n
130<\/td>\nFIGURE R602.3(1) – TYPICAL WALL, FLOOR AND ROOF FRAMING <\/td>\n<\/tr>\n
131<\/td>\nFIGURE R602.3(2) – FRAMING DETAILS <\/td>\n<\/tr>\n
132<\/td>\nTABLE 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 <\/td>\n<\/tr>\n
135<\/td>\nFIGURE R602.6(1) – NOTCHING AND BORED HOLE LIMITATIONS FOR EXTERIOR WALLS AND BEARING WALLS <\/td>\n<\/tr>\n
136<\/td>\nFIGURE R602.6(2) – NOTCHING AND BORED HOLE LIMITATIONS FOR INTERIOR NOBEARING WALLS <\/td>\n<\/tr>\n
137<\/td>\nFIGURE R602.6.1 – TOP PLATE FRAMING TO ACCOMODATE PIPING
TABLE R602.7.2 – MAXIMUM SPANS FOR WOOD STRUCTURAL PANEL BOX HEADERSa <\/td>\n<\/tr>\n
138<\/td>\nFIGURE R602.7.2 – TYPICAL WOOD STRUCTURAL PANEL BOX HEADER CONSTRUCTION <\/td>\n<\/tr>\n
140<\/td>\nTABLE R602.10.3 – WALL BRACING <\/td>\n<\/tr>\n
141<\/td>\nTABLE R602.10.5 – LENGTH REQUIREMENTS FOR BRACED WALL PANELS IN A CONTINUOUSLY SHEATHED WALLa,b
FIGURE R602.10.5 – EXTERIOR CORNER FRAMING <\/td>\n<\/tr>\n
143<\/td>\nFIGURE R602.11.3 STEPPED FOUNDATION CONSTRUCTION <\/td>\n<\/tr>\n
144<\/td>\nSECTION 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 <\/td>\n<\/tr>\n
145<\/td>\nFIGURE R603.2(1) – C-SECTION
FIGURE R603.2(2) – TRACK SECTION <\/td>\n<\/tr>\n
146<\/td>\nFIGURE R603.2(3) – WEB HOLES <\/td>\n<\/tr>\n
147<\/td>\nTABLE R603.2.4 – SCREW SUBSTITUTION FACTOR
FIGURE R603.3 – STEEL WALL CONSTRUCTION <\/td>\n<\/tr>\n
148<\/td>\nTABLE R603.3.1 – WALL TO FOUNDATION OR FLOOR CONNECTION REQUIREMENTSa,b,c
FIGURE R603.3.1(1) – WALL TO FOUNDATION CONNECTION <\/td>\n<\/tr>\n
149<\/td>\nFIGURE R603.3.1(2) – WALL TO WOOD SILL CONNECTION
TABLE R603.3.2(1) – WALL FASTENING SCHEDULEa <\/td>\n<\/tr>\n
150<\/td>\nTABLE R603.3.2(2) – COLD-FORMED STEEL STUD THICKNESS FOR 8-FOOT WALLS <\/td>\n<\/tr>\n
151<\/td>\nTABLE R603.3.2(3) – COLD-FORMED STEEL STUD THICKNESS FOR 8-FOOT WALLS <\/td>\n<\/tr>\n
152<\/td>\nTABLE R603.3.2(4) – COLD-FORMED STEEL STUD THICKNESS FOR 9-FOOT WALLS <\/td>\n<\/tr>\n
153<\/td>\nTABLE R603.3.2(5) – COLD-FORMED STEEL STUD THICKNESS FOR 9-FOOT WALLS <\/td>\n<\/tr>\n
154<\/td>\nTABLE R603.3.2(6) – COLD-FORMED STEEL STUD THICKNESS FOR 10-FOOT WALLS <\/td>\n<\/tr>\n
155<\/td>\nTABLE R603.3.2(7) – COLD-FORMED STEEL STUD THICKNESS FOR 10-FOOT WALLS <\/td>\n<\/tr>\n
156<\/td>\nTABLE R603.3.2(8) – COLD-FORMED STEEL STUD THICKNESS FOR 8-FOOT WALLS <\/td>\n<\/tr>\n
157<\/td>\nTABLE R603.3.2(9) – COLD-FORMED STEEL STUD THICKNESS FOR 8-FOOT WALLS <\/td>\n<\/tr>\n
158<\/td>\nTABLE R603.3.2(10) – COLD-FORMED STEEL STUD THICKNESS FOR 9-FOOT WALLS <\/td>\n<\/tr>\n
159<\/td>\nTABLE R603.3.2(11) – COLD-FORMED STEEL STUD THICKNESS FOR 9-FOOT WALLS <\/td>\n<\/tr>\n
160<\/td>\nTABLE R603.3.2(12) – COLD-FORMED STEEL STUD THICKNESS FOR 10-FOOT WALLS <\/td>\n<\/tr>\n
161<\/td>\nTABLE R603.3.2(13) – COLD-FORMED STEEL STUD THICKNESS FOR 10-FOOT WALLS <\/td>\n<\/tr>\n
162<\/td>\nFIGURE R603.3.5 – HOLE PATCH
FIGURE R603.3.6 – TRACK SPLICE <\/td>\n<\/tr>\n
163<\/td>\nFIGURE R603.4 – CORNER FRAMING <\/td>\n<\/tr>\n
164<\/td>\nTABLE R603.6(1) – ALLOWABLE HEADER SPANSa,b Headers supporting roof and ceiling only (33 ksi steel) <\/td>\n<\/tr>\n
165<\/td>\nTABLE 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) <\/td>\n<\/tr>\n
166<\/td>\nTABLE 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 <\/td>\n<\/tr>\n
167<\/td>\nFIGURE R603.6 – HEADER DETAIL <\/td>\n<\/tr>\n
168<\/td>\nTABLE R603.7 – MINIMUM PERCENTAGE OF FULL HEIGHT STRUCTURAL SHEATHING ON EXTERIOR WALLSa,b,c,d,e <\/td>\n<\/tr>\n
169<\/td>\nFIGURE R603.8.1 – BUILDING CONFIGURATION
TABLE R603.8.1.2 – EDGE SCREW SPACING SHEARWALL LENGTH ADJUSTMENT FACTORS <\/td>\n<\/tr>\n
170<\/td>\nFIGURE R603.8.1.2 – TYPE I AND TYPE II BRACED WALLS <\/td>\n<\/tr>\n
171<\/td>\nTABLE R603.8.1.2.2 – TYPE II BRACED WALL LINE LENGTH ADJUSTMENT FACTORS
TABLE R603.8.1.3 – REQUIRED HOLD-DOWN ANCHOR FORCE <\/td>\n<\/tr>\n
172<\/td>\nFIGURE R603.8.1.3 – CORNER STUD HOLD-DOWN
TABLE R603.8.1.4(1) TOP TRACK SPLICE SCREW SCHEDULE <\/td>\n<\/tr>\n
173<\/td>\nTABLE R603.8.1.4(2) – REQUIRED SHEAR ANCHORAGE FOR BRACED WALLS
FIGURE R603.8.1.4(1) – GABLE ROOF SHEATHING ATTACHMENT TO BRACE WALLS <\/td>\n<\/tr>\n
174<\/td>\nFIGURE R603.8.1.4(2) – STRAP AND BLOCKING DIAPHRAGM LOAD TRANSFER AT ROOF EAVE <\/td>\n<\/tr>\n
175<\/td>\nFIGURE R603.8.1.4(3) – FLOOR DIAPHRAGM – ATTACHMENT TO BRACED WALLS <\/td>\n<\/tr>\n
176<\/td>\nTABLE R603.8.2.2 – LIGHT WEIGHT ROOF AND LIGHT WEIGHT EXTERIOR WALL TYPE I LENGTH ADJUSTMENT FACTORS <\/td>\n<\/tr>\n
177<\/td>\nFIGURE R603.8.2(1) – SDC D1 SINGLE STORY OR TOP OF TWO STORY <\/td>\n<\/tr>\n
178<\/td>\nFIGURE R603.8.2(2) – SDC D1 BOTTOM OF TWO STORY <\/td>\n<\/tr>\n
179<\/td>\nFIGURE R603.8.2(3) – SDC D2 SINGLE STORY OF TOP OF TWO STORY <\/td>\n<\/tr>\n
180<\/td>\nFIGURE R603.8.2(4) – SDC D2 BOTTOM OF TWO STORY <\/td>\n<\/tr>\n
181<\/td>\nTABLE 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 <\/td>\n<\/tr>\n
182<\/td>\nTABLE 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 <\/td>\n<\/tr>\n
184<\/td>\nTABLE 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 <\/td>\n<\/tr>\n
185<\/td>\nTABLE 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 <\/td>\n<\/tr>\n
186<\/td>\nTABLE 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 <\/td>\n<\/tr>\n
187<\/td>\nFIGURE R603.8.3.2.3 – WIND UPLIFT CONNECTOR
SECTION R604 – WOOD STRUCTURAL PANELS
SECTION R605 – PARTICLEBOARD
SECTION R606 – GENERAL MASONRY CONSTRUCTION <\/td>\n<\/tr>\n
189<\/td>\nTABLE R606.4 – ALLOWABLE COMPRESSIVE STRESSES FOR EMPIRICAL DESIGN OF MASONRY
TABLE R606.8 – SPACING OF LATERAL SUPPORT FOR MASONRY WALLS <\/td>\n<\/tr>\n
191<\/td>\nFIGURE 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 <\/td>\n<\/tr>\n
192<\/td>\nFIGURE R606.10(2) – REQUIREMENTS FOR REINFORCED GROUTED MASONRY CONSTRUCTION IN SEISMIC DESIGN CATEGORY C <\/td>\n<\/tr>\n
193<\/td>\nFIGURE R606.10(3) – REQUIREMENTS FOR REINFORCED MASONRY CONSTRUCTION IN SEISMIC DESIGN CATEGORY D1 OR D2 <\/td>\n<\/tr>\n
194<\/td>\nTABLE R606.11.3.2 – MINIMUM DISTRIBUTED WALL REINFORCEMENT FOR BUILDINGS ASSIGNED TO SEISMIC DESIGN CATEGORY D1 <\/td>\n<\/tr>\n
195<\/td>\nTABLE 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 <\/td>\n<\/tr>\n
196<\/td>\nTABLE R607.1 – MORTAR PROPORTIONSa,b <\/td>\n<\/tr>\n
197<\/td>\nSECTION R608 – MULTIPLE WYTHE MASONRY
SECTION R609 – GROUTED MASONRY <\/td>\n<\/tr>\n
198<\/td>\nTABLE R609.1.1 – GROUT PROPORTIONS BY VOLUME FOR MASONRY CONSTRUCTION
TABLE R609.1.2 – GROUT SPACE DIMENSIONS AND POUR HEIGHTS <\/td>\n<\/tr>\n
199<\/td>\nSECTION R610 – GLASS UNIT MASONRY <\/td>\n<\/tr>\n
200<\/td>\nFIGURE R610.4.1 – GLASS UNIT MASONRY DESIGN WIND LOAD RESISTANCE <\/td>\n<\/tr>\n
201<\/td>\nSECTION R611 – INSULATING CONCRETE FORM WALL CONSTRUCTION <\/td>\n<\/tr>\n
202<\/td>\nTABLE R611.3 – MINIMUM VERTICAL WALL REINFORCEMENT FOR FLAT ICF ABOVE-GRADE WALLSa,b,c,d
FIGURE R611.3 – FLAT ICF WALL SYSTEM <\/td>\n<\/tr>\n
203<\/td>\nTABLE 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 <\/td>\n<\/tr>\n
204<\/td>\nFIGURE 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 <\/td>\n<\/tr>\n
205<\/td>\nFIGURE R611.5 – SCREEN-GRID IFC WALL SYSTEM
TABLE R611.7(1) – MINIMUM WALL OPENING REINFORCEMENT REQUIREMENTS IN ICF WALLS <\/td>\n<\/tr>\n
206<\/td>\nTABLE 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 <\/td>\n<\/tr>\n
207<\/td>\nTABLE 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 <\/td>\n<\/tr>\n
208<\/td>\nTABLE R611.7(4) – MAXIMUM ALLOWABLE CLEAR SPANS FOR WAFFLE-GRID ICF WALL LINTELSa,b,c,d NO. 4 BOTTOM BAR SIZE <\/td>\n<\/tr>\n
209<\/td>\nTABLE R611.7(5) – MAXIMUM ALLOWABLE CLEAR SPANS FOR WAFFLE-GRID ICF WALL LINTELSa,b,c,d NO. 5 BOTTOM BAR SIZE <\/td>\n<\/tr>\n
210<\/td>\nTABLE 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 <\/td>\n<\/tr>\n
211<\/td>\nTABLE R611.7(8) – MINIMUM PERCENTAGE OF SOLID WALL LENGTH ALONG EXTERIOR WALL LINESa,b,c <\/td>\n<\/tr>\n
212<\/td>\nTABLE R611.7(9) – MINIMUM PERCENTAGE OF SOLID WALL LENGTH FOR SEISMIC DESIGN CATEGORY Ca
FIGURE R611.7(1) – ICF WALL CONSTRUCTION <\/td>\n<\/tr>\n
213<\/td>\nFIGURE R611.7(2) – REINFORCEMENT OF OPENINGS
FIGURE R611.7(3) – ICF LINTELS FOR FLAT AND SCREEN-GRID WALLS <\/td>\n<\/tr>\n
214<\/td>\nFIGURE R611.7(4) – SINGLE FORM HEIGHT WAFFLE-GRID LINTEL
FIGURE R611.7(5) – DOUBLE FORM HEIGHT WAFFLE-GRID LINTEL <\/td>\n<\/tr>\n
216<\/td>\nTABLE R611.8 – FLOOR LEDGER-ICF WALL CONNECTION (SIDE-BEARING CONNECTION) REQUIREMENTSa,b,c <\/td>\n<\/tr>\n
217<\/td>\nFIGURE R611.8(1) – SECTION CUT THROUGH FLAT WALL OR VERTICAL CORE OF WAFFLE- OR SCREEN-GRID WALL
FIGURE R611.8(2)\u00c5\u0081ICF WALL CONNECTION (SIDE-BEARING CONNECTION) – FLOOR LEDGER – ICF WALL CONNECTION (SIDE-BEARING CONNECTION) <\/td>\n<\/tr>\n
218<\/td>\nFIGURE R611.8(3)\u00c5\u0081ICF WALL CONNECTION (SIDE-BEARING CONNECTION) – FLOOR LEDGER – ICF WALL CONNECTION (SIDE-BEARING CONNECTION)
FIGURE R611.8(4)\u00c5\u0081ICF WALL SYSTEM CONNECTION – WOOD FLOOR LEDGER – ICF WALL SYSTEM CONNECTION (THROUGH-BOLT CONNECTION) <\/td>\n<\/tr>\n
219<\/td>\nFIGURE R611.8(5) – WOOD FLOOR LEDGER TO ICF WALL SYSTEM CONNECTION DETAIL
FIGURE R611.9 – ICF WALL TO TOP SILL PLATE (ROOF) CONNECTION <\/td>\n<\/tr>\n
220<\/td>\nSECTION R612 – CONVENTIONALLY FORMED CONCRETE WALL CONSTRUCTION
SECTION R613 – EXTERIOR WINDOWS AND GLASS DOORS <\/td>\n<\/tr>\n
221<\/td>\nFIGURE 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 <\/td>\n<\/tr>\n
223<\/td>\nCHAPTER 7 – WALL COVERINGS
SECTION R701 – GENERAL
SECTION R702 – INTERIOR COVERING
TABLE R702.1(1) – THICKNESS OF PLASTER
TABLE R702.1(2) – GYPSUM PLASTER PROPORTIONSa <\/td>\n<\/tr>\n
224<\/td>\nTABLE R702.1(3) – PORTLAND CEMENT PLASTER <\/td>\n<\/tr>\n
225<\/td>\nTABLE R702.3.5 – MINIMUM THICKNESS AND APPLICATION OF GYPSUM BOARD <\/td>\n<\/tr>\n
226<\/td>\nSECTION R703 – EXTERIOR COVERING <\/td>\n<\/tr>\n
227<\/td>\nTABLE 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 <\/td>\n<\/tr>\n
229<\/td>\nTABLE R703.5.2 – MAXIMUM WEATHER EXPOSURE FOR WOOD SHAKES AND SHINGLES ON EXTERIOR WALLSa,b,c <\/td>\n<\/tr>\n
230<\/td>\nTABLE R703.7.3 – ALLOWABLE SPANS FOR LINTELS SUPPORTING MASONRY VENEERa,b,c <\/td>\n<\/tr>\n
231<\/td>\nFIGURE R703.7 – MASONRY VENEER WALL DETAILS <\/td>\n<\/tr>\n
233<\/td>\nFIGURE R703.7.1 – EXTERIOR MASONRY VENEER SUPPORT BY WOOD CONSTRUCTION (Not adopted by the State of Minnesota) <\/td>\n<\/tr>\n
235<\/td>\nCHAPTER 8 – ROOF-CEILING CONSTRUCTION
SECTION R801 – GENERAL
SECTION R802 – WOOD ROOF FRAMING <\/td>\n<\/tr>\n
236<\/td>\nTABLE R802.4(1) – CEILING JOIST SPANS FOR COMMON LUMBER SPECIES <\/td>\n<\/tr>\n
238<\/td>\nTABLE R802.4(2) – CEILING JOIST SPANS FOR COMMON LUMBER SPECIES <\/td>\n<\/tr>\n
240<\/td>\nTABLE R802.5.1(1) – RAFTER SPANS FOR COMMON LUMBER SPECIES <\/td>\n<\/tr>\n
242<\/td>\nTABLE R802.5.1(2) – RAFTER SPANS FOR COMMON LUMBER SPECIES <\/td>\n<\/tr>\n
244<\/td>\nTABLE R802.5.1(3) – RAFTER SPANS FOR COMMON LUMBER SPECIES <\/td>\n<\/tr>\n
246<\/td>\nTABLE R802.5.1(4) – RAFTER SPANS FOR COMMON LUMBER SPECIES <\/td>\n<\/tr>\n
248<\/td>\nTABLE R802.5.1(5) – RAFTER SPANS FOR COMMON LUMBER SPECIES <\/td>\n<\/tr>\n
250<\/td>\nTABLE R802.5.1(6) – RAFTER SPANS FOR COMMON LUMBER SPECIES <\/td>\n<\/tr>\n
252<\/td>\nTABLE R802.5.1(7) – RAFTER SPANS FOR 70 PSF GROUND SNOW LOAD <\/td>\n<\/tr>\n
254<\/td>\nTABLE R802.5.1(8) – RAFTER SPANS FOR 70 PSF GROUND SNOW LOAD <\/td>\n<\/tr>\n
256<\/td>\nTABLE R802.5.1(9) – RAFTER\/CEILING JOIST HEEL JOINT CONNECTIONSa,b,c,d,e,f <\/td>\n<\/tr>\n
257<\/td>\nFIGURE R802.5.1 – BRACED RAFTER CONSTRUCTION <\/td>\n<\/tr>\n
258<\/td>\nTABLE R802.11 – REQUIRED STRENGTH OF TRUSS OR RAFTER TIE-DOWN CONNECTIONS TO RESIST WIND UPLIFT FORCESa,b,c,d <\/td>\n<\/tr>\n
259<\/td>\nSECTION R803 – ROOF SHEATHING
TABLE R803.1 – MINIMUM THICKNESS OF LUMBER ROOF SHEATHING
SECTION R804 – STEEL ROOF FRAMING <\/td>\n<\/tr>\n
260<\/td>\nTABLE 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 <\/td>\n<\/tr>\n
261<\/td>\nTABLE R804.2.4 – SCREW SUBSTITUTION FACTOR
TABLE R804.3 – ROOF FRAMING FASTENING SCHEDULEa,b <\/td>\n<\/tr>\n
262<\/td>\nFIGURE R804.3 – STEEL ROOF CONSTRUCTION <\/td>\n<\/tr>\n
263<\/td>\nTABLE 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) <\/td>\n<\/tr>\n
264<\/td>\nTABLE R804.3.1(3) – NUMBER OF SCREWS REQUIRED FOR CEILING JOIST TO RAFTER CONNECTIONa
FIGURE R804.3.1(1) – JOIST TO RAFTER CONNECTION <\/td>\n<\/tr>\n
265<\/td>\nTABLE R804.3.3(1) – ALLOWABLE HORIZONTAL RAFTER SPANSa,b
TABLE R804.3.3(2) – BASIC WIND SPEED TO EQUIVALENT SNOW LOAD CONVERSIONa <\/td>\n<\/tr>\n
266<\/td>\nTABLE 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 <\/td>\n<\/tr>\n
267<\/td>\nTABLE R804.3.3.1.1(2) – MINIMUM SIZE OF RIDGE STRAP
FIGURE R804.3.3.1 – RIDGE BOARD CONNECTION <\/td>\n<\/tr>\n
268<\/td>\nFIGURE R804.3.6 – HOLE PATCHING
FIGURE R804.3.7(1) – SPLICED CEILING JOISTS <\/td>\n<\/tr>\n
269<\/td>\nFIGURE R804.3.7(2) – TRACK SPLICE
FIGURE R804.3.8 – BEARING STIFFENER <\/td>\n<\/tr>\n
270<\/td>\nFIGURE R804.3.10(1) – ROOF OPENING
SECTION R805 – CEILING FINISHES <\/td>\n<\/tr>\n
271<\/td>\nFIGURE R804.3.10(2) – HEADER TO TRIMMER CONNECTION
SECTION R806 – ROOF VENTILATION
SECTION R807 – ATTIC ACCESS
SECTION R808 – INSULATION CLEARANCE <\/td>\n<\/tr>\n
273<\/td>\nCHAPTER 9 – ROOF ASSEMBLIES
SECTION R901 – GENERAL
SECTION R902 – ROOF CLASSIFICATION
SECTION R903 – WEATHER PROTECTION
SECTION R904 – MATERIALS <\/td>\n<\/tr>\n
274<\/td>\nSECTION R905 – REQUIREMENTS FOR ROOF COVERINGS <\/td>\n<\/tr>\n
275<\/td>\nTABLE R905.2.8.2 – VALLEY LINING MATERIAL
TABLE R905.3.5 – TRANSVERSE BREAKING STRENGTH OF CONCRETE ROOF TILE <\/td>\n<\/tr>\n
276<\/td>\nTABLE R905.3.7 – CLAY AND CONCRETE TILE ATTACHMENT <\/td>\n<\/tr>\n
277<\/td>\nTABLE 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 <\/td>\n<\/tr>\n
278<\/td>\nTABLE R905.8.5 – WOOD SHAKE MATERIAL REQUIREMENTS
TABLE R905.8.6 – WOOD SHAKE WEATHER EXPOSURE AND ROOF SLOPE <\/td>\n<\/tr>\n
279<\/td>\nTABLE R905.9.2 – BUILT-UP ROOFING MATERIAL STANDARDS <\/td>\n<\/tr>\n
280<\/td>\nTABLE R905.10.3 – METAL ROOF COVERINGS STANDARDS AND INSTALLATION
TABLE R905.11.2 – MODIFIED BITUMEN ROOFING MATERIAL STANDARDS <\/td>\n<\/tr>\n
281<\/td>\nSECTION R906 – ROOF INSULATION
SECTION R907 – REROOFING <\/td>\n<\/tr>\n
282<\/td>\nFIGURE R907.3 – HAIL RISK MAPa,b <\/td>\n<\/tr>\n
283<\/td>\nCHAPTER 10 – CHIMNEYS AND FIREPLACES
SECTION R1001 – MASONRY CHIMNEYS <\/td>\n<\/tr>\n
284<\/td>\nTABLE 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 <\/td>\n<\/tr>\n
285<\/td>\nFIGURE R1001.12.2 – FLUE SIZES FOR MASONRY CHIMNEYS <\/td>\n<\/tr>\n
286<\/td>\nTABLE R1001.17 – CRICKET DIMENSIONS
FIGURE R1001.15 – CLEARANCE FROM COMBUSTIBLES
FIGURE R1001.17 – CHIMNEY CRICKET <\/td>\n<\/tr>\n
287<\/td>\nSECTION R1002 – FACTORY-BUILT CHIMNEYS
SECTION R1003 – MASONRY FIREPLACES <\/td>\n<\/tr>\n
288<\/td>\nTABLE R1003.1 – SUMMARY OF REQUIREMENTS FOR MASONRY FIREPLACES AND CHIMNEYS <\/td>\n<\/tr>\n
289<\/td>\nFIGURE R1003.1 – FIREPLACE AND CHIMNEY DETAILS <\/td>\n<\/tr>\n
291<\/td>\nFIGURE R1003.12 – CLEARANCE FROM COMBUSTIBLES
SECTION R1004 – FACTORY-BUILT FIREPLACES
SECTION R1005 EXTERIOR AIR SUPPLY <\/td>\n<\/tr>\n
293<\/td>\nPart 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. <\/td>\n<\/tr>\n
295<\/td>\nPart 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. <\/td>\n<\/tr>\n
297<\/td>\nPart 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. <\/td>\n<\/tr>\n
299<\/td>\nPart 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. <\/td>\n<\/tr>\n
301<\/td>\nPart IX – Referenced Standards
CHAPTER 43 – REFERENCED STANDARDS
AAMA
ACI
ACCA
AFPA
AGA <\/td>\n<\/tr>\n
302<\/td>\nAHA
ANSI <\/td>\n<\/tr>\n
303<\/td>\nASCE
ASHRAE
ASME
ASSE <\/td>\n<\/tr>\n
304<\/td>\nASTM <\/td>\n<\/tr>\n
309<\/td>\nAWPA
CDA
CGSB <\/td>\n<\/tr>\n
310<\/td>\nCISPI
CPSC
CSA
CSSB
DOC
EWA <\/td>\n<\/tr>\n
311<\/td>\nFEMA
FM
GA
HPVA
ICC <\/td>\n<\/tr>\n
312<\/td>\nNCMA
NFPA
NFRC
NSF
NSPI <\/td>\n<\/tr>\n
313<\/td>\nRMA
SAE
SMACNA
TPI
UL <\/td>\n<\/tr>\n
314<\/td>\nULC
WDMA <\/td>\n<\/tr>\n
315<\/td>\nAPPENDIX K – SOUND TRANSMISSION
SECTION AK101 – GENERAL
SECTION AK102 – AIRBORNE SOUND
SECTION AK103 – STRUCTURAL-BORNE SOUND <\/td>\n<\/tr>\n
317<\/td>\nMINNESOTA RULES, CHAPTER 4715
4715.0100 – DEFINITIONS <\/td>\n<\/tr>\n
322<\/td>\n4715.0200 – BASIC PLUMBING PRINCIPLES <\/td>\n<\/tr>\n
323<\/td>\n4715.0300 – 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 <\/td>\n<\/tr>\n
324<\/td>\n4715.0340 – HEALTH AND SAFETY <\/td>\n<\/tr>\n
325<\/td>\n4715.0400 – QUALITY OF MATERIALS
4715.0410 – IDENTIFICATION OF MATERIALS
4715.0420 – STANDARDS FOR PLUMBING MATERIALS <\/td>\n<\/tr>\n
328<\/td>\n4715.0500 – WATER SUPPLY SYSTEMS
4715.0510 – WATER SERVICE PIPE
4715.0520 – WATER DISTRIBUTION PIPE <\/td>\n<\/tr>\n
329<\/td>\n4715.0530 – 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 <\/td>\n<\/tr>\n
330<\/td>\n4715.0590 – VENT PIPING BELOW GROUND
4715.0600 – VENT PIPING ABOVE GROUND
4715.0610 – SPECIAL WASTES
4715.0620 – SUBSOIL DRAINS
4715.0630 – SPECIAL MATERIALS <\/td>\n<\/tr>\n
331<\/td>\n4715.0640 – FIXTURE MATERIALS <\/td>\n<\/tr>\n
332<\/td>\n4715.0700 – 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 <\/td>\n<\/tr>\n
333<\/td>\n4715.0800 – MECHANICAL JOINTS
4715.0805 – PUSH-ON JOINTS
4715.0810 – PLASTIC JOINTS <\/td>\n<\/tr>\n
334<\/td>\n4715.0815 – 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 <\/td>\n<\/tr>\n
335<\/td>\n4715.0870 – FLANGED FIXTURE CONNECTIONS
4715.0880 – PROHIBITED JOINTS AND CONNECTIONS
4715.0890 – INCREASERS AND REDUCERS <\/td>\n<\/tr>\n
336<\/td>\n4715.0900 – 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 <\/td>\n<\/tr>\n
337<\/td>\n4715.1010 – SIZE OF CLEANOUTS
4715.1020 – CLEANOUT MATERIALS
4715.1030 – CLEANOUTS TO BE ACCESSIBLE <\/td>\n<\/tr>\n
338<\/td>\n4715.1100 – INTERCEPTORS AND SEPERATORS REQUIRED
4715.1110 – GREASE INTERCEPTORS FOR COMMERCIAL BUILDINGS
4715.1115 – EXTERIOR GREASE INTERCEPTORS
4715.1120 – OIL AND FLAMMABLE LIQUIDS SEPARATOR <\/td>\n<\/tr>\n
339<\/td>\n4715.1130 – INTERCEPTORS AND SEPARATORS FOR SPECIFIC INSTALLATIONS
4715.1140 – VENTING OF INTERCEPTORS AND SEPARATORS
4715.1150 – MAINTENANCE OF INTERCEPTORS AND SEPARATORS
4715.1160 – BACKWATER VALVES <\/td>\n<\/tr>\n
341<\/td>\n4715.1200 – 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 <\/td>\n<\/tr>\n
342<\/td>\n4715.1305 – 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 <\/td>\n<\/tr>\n
343<\/td>\n4715.1350 – GARBAGE CAN WASHERS
4715.1360 – LAUNDRY TRAYS
4715.1370 – LAVATORIES
4715.1380 – SHOWERS
4715.1390 – SINKS
4715.1400 – SPECIAL PLUMBING FIXTURES <\/td>\n<\/tr>\n
344<\/td>\n4715.1410 – URINALS
4715.1420 – WATER CLOSETS <\/td>\n<\/tr>\n
345<\/td>\n4715.1430 – HANGERS AND SUPPORTS
4715.1440 – PROTECTION OF PLASTIC PIPE <\/td>\n<\/tr>\n
346<\/td>\n4715.1500 – 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 <\/td>\n<\/tr>\n
347<\/td>\n4715.1600 – CHEMICAL WASTES
4715.1610 – STEAM AND HOT WATER WASTES <\/td>\n<\/tr>\n
348<\/td>\n4715.1700 – WATER REQUIRED
4715.1710 – WATER SERVICE
4715.1720 – DESIGN OF BUILDING WATER DISTRIBUTION SYSTEM
4715.1730 – SIZE OF FIXTURE BRANCH
4715.1740 – WATER PRESSURE <\/td>\n<\/tr>\n
349<\/td>\n4715.1750 – 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 <\/td>\n<\/tr>\n
351<\/td>\n4715.1900 – 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 <\/td>\n<\/tr>\n
352<\/td>\n4715.1950 – PROHIBITED CONNECTIONS TO FIXTURES AND EQUIPMENT
4715.1960 – REFRIGERATING UNIT CONDENSERS AND COOLING JACKETS
4715.2000 – WATER OUTLETS
4715.2010 – MINIMUM REQUIRED AIR GAP <\/td>\n<\/tr>\n
353<\/td>\n4715.2020 – 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 <\/td>\n<\/tr>\n
354<\/td>\n4715.2120 – LOCATION OF BACKFLOW PREVENTERS
4715.2150 – CONNECTIONS NOT SUBJECT TO BACK PRESSURE <\/td>\n<\/tr>\n
355<\/td>\n4715.2160 – 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 <\/td>\n<\/tr>\n
356<\/td>\n4715.2200 – 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 <\/td>\n<\/tr>\n
357<\/td>\n4715.2280 – WATER METER INSTALLATION <\/td>\n<\/tr>\n
358<\/td>\n4715.2300 – LOAD ON DRAINAGE PIPING
4715.2310 – SELECTING SIZE OF DRAINAGE PIPING <\/td>\n<\/tr>\n
359<\/td>\n4715.2320 – 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 <\/td>\n<\/tr>\n
360<\/td>\n4715.2400 – 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 <\/td>\n<\/tr>\n
362<\/td>\n4715.2500 – SELECTING SIZE OF VENT PIPING
4715.2510 – PROTECTION OF TRAP SEALS
4715.2520 – VENT STACKS AND STACK VENTS <\/td>\n<\/tr>\n
363<\/td>\n4715.2530 – VENT TERMINALS
4715.2540 – VENT GRADES AND CONNECTIONS
4715.2550 – WET VENTING <\/td>\n<\/tr>\n
364<\/td>\n4715.2560 – 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 <\/td>\n<\/tr>\n
365<\/td>\n4715.2630 – 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 <\/td>\n<\/tr>\n
366<\/td>\n4715.2700 – 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 <\/td>\n<\/tr>\n
367<\/td>\n4715.2760 – ROOF AND DECK DRAINS
4715.2770 -PROVISIONS FOR EXPANSION
4715.2780 – CONTROL FLOW STORM WATER DRAINAGE FOR DEAD LEVEL ROOFS <\/td>\n<\/tr>\n
368<\/td>\n4715.2800 – INSPECTIONS
4715.2810 – NOTIFICATIONS
4715.2820 – METHOD OF TESTING <\/td>\n<\/tr>\n
369<\/td>\n4715.2830 – 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 <\/td>\n<\/tr>\n
370<\/td>\n4715.3130 – PLANS AND SPECIFICATIONS
4715.3140 – EXAMINATION AND LICENSING OF PLUMBERS
4715.3150 – FEES
4715.3160 – EXPIRATION OF LICENSES <\/td>\n<\/tr>\n
371<\/td>\n4715.3170 – REGISTRATION OF PLUMBER’S APPRENTICE
4715.3500 – GENERAL <\/td>\n<\/tr>\n
372<\/td>\n4715.3600 – TOTAL DAILY REQUIREMENTS <\/td>\n<\/tr>\n
373<\/td>\n4715.3700 – DETERMINATION OF PEAK DEMAND <\/td>\n<\/tr>\n
388<\/td>\n4715.3800 – RECOMMENDED GUIDE FOR SIZING WATER SUPPLY SYSTEM <\/td>\n<\/tr>\n
391<\/td>\n4715.4100 – USEFUL INFORMATION <\/td>\n<\/tr>\n
396<\/td>\n4715.5000 – 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 <\/td>\n<\/tr>\n
397<\/td>\n4715.5600 – VARIANCE
4715.5700 – EQUIPMENT AND MATERIALS USED IN INSTALLATIONS
4715.5800 – LICENSING
4715.5900 – FEES
4715.6000 – RENEWAL <\/td>\n<\/tr>\n<\/table>\n","protected":false},"excerpt":{"rendered":"

Minnesota State Residential and Plumbing Code<\/b><\/p>\n\n\n\n\n
Published By<\/td>\nPublication Date<\/td>\nNumber of Pages<\/td>\n<\/tr>\n
MN<\/b><\/a><\/td>\n2000<\/td>\n398<\/td>\n<\/tr>\n<\/tbody>\n<\/table>\n","protected":false},"featured_media":135946,"template":"","meta":{"rank_math_lock_modified_date":false,"ep_exclude_from_search":false},"product_cat":[2717],"product_tag":[],"class_list":{"0":"post-135945","1":"product","2":"type-product","3":"status-publish","4":"has-post-thumbnail","6":"product_cat-mn","8":"first","9":"instock","10":"sold-individually","11":"shipping-taxable","12":"purchasable","13":"product-type-simple"},"_links":{"self":[{"href":"https:\/\/pdfstandards.shop\/wp-json\/wp\/v2\/product\/135945","targetHints":{"allow":["GET"]}}],"collection":[{"href":"https:\/\/pdfstandards.shop\/wp-json\/wp\/v2\/product"}],"about":[{"href":"https:\/\/pdfstandards.shop\/wp-json\/wp\/v2\/types\/product"}],"wp:featuredmedia":[{"embeddable":true,"href":"https:\/\/pdfstandards.shop\/wp-json\/wp\/v2\/media\/135946"}],"wp:attachment":[{"href":"https:\/\/pdfstandards.shop\/wp-json\/wp\/v2\/media?parent=135945"}],"wp:term":[{"taxonomy":"product_cat","embeddable":true,"href":"https:\/\/pdfstandards.shop\/wp-json\/wp\/v2\/product_cat?post=135945"},{"taxonomy":"product_tag","embeddable":true,"href":"https:\/\/pdfstandards.shop\/wp-json\/wp\/v2\/product_tag?post=135945"}],"curies":[{"name":"wp","href":"https:\/\/api.w.org\/{rel}","templated":true}]}}