{"id":26061,"date":"2024-10-17T02:26:18","date_gmt":"2024-10-17T02:26:18","guid":{"rendered":"https:\/\/pdfstandards.shop\/product\/uncategorized\/mn-residentialcode-07-2007\/"},"modified":"2024-10-24T13:44:11","modified_gmt":"2024-10-24T13:44:11","slug":"mn-residentialcode-07-2007","status":"publish","type":"product","link":"https:\/\/pdfstandards.shop\/product\/publishers\/mn\/mn-residentialcode-07-2007\/","title":{"rendered":"MN ResidentialCode 07 2007"},"content":{"rendered":"

 This Minnesota code based on the 2006 International Residential Code<\/em>\u00ae building provisions. There are supplementary administrative information and schedules located in the appendices.<\/span><\/p>\n

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PDF Pages<\/th>\nPDF Title<\/th>\n<\/tr>\n
1<\/td>\n2007 MINNESOTA STATE RESIDENTIAL CODE, CHAPTER 1309 <\/td>\n<\/tr>\n
2<\/td>\nCOPYRIGHT <\/td>\n<\/tr>\n
3<\/td>\nTABLE OF CONTENTS <\/td>\n<\/tr>\n
7<\/td>\nSYMBOLS AND NOTATIONS IN THE CODE <\/td>\n<\/tr>\n
9<\/td>\nPART I \u2014 ADMINISTRATION
CHAPTER 1 ADMINISTRATION <\/td>\n<\/tr>\n
11<\/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
12<\/td>\n1300.0060 OPTIONAL ADMINISTRATION
1300.0070 DEFINITIONS <\/td>\n<\/tr>\n
14<\/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
15<\/td>\n1300.0120 PERMITS <\/td>\n<\/tr>\n
17<\/td>\n1300.0130 CONSTRUCTION DOCUMENTS <\/td>\n<\/tr>\n
18<\/td>\n1300.0140 VIOLATIONS
1300.0150 VIOLATIONS, PENALTY
1300.0160 FEES <\/td>\n<\/tr>\n
19<\/td>\n1300.0170 STOP WORK ORDER <\/td>\n<\/tr>\n
20<\/td>\n1300.0180 UNSAFE BUILDINGS OR STRUCTURES
1300.0190 TEMPORARY STRUCTURES AND USE
1300.0210 INSPECTIONS <\/td>\n<\/tr>\n
21<\/td>\n1300.0220 CERTIFICATE OF OCCUPANCY <\/td>\n<\/tr>\n
22<\/td>\n1300.0230 BOARD OF APPEALS
1300.0240 DISCLAIMER CLAUSE
1300.0250 SEVERABILITY <\/td>\n<\/tr>\n
23<\/td>\nMINNESOTA RULES, CHAPTER 1303
1303.1000 TITLE
1303.1100 PURPOSE
1303.1200 RESTROOM FACILITIES IN PUBLIC ACCOMMODATIONS
1303.1300 PACE FOR COMMUTER VANS
1303.1400 AUTOMATIC GARAGE DOOR OPENING SYSTEMS
1303.1500 RECYCLING SPACE
TABLE 1-A MINIMUM RECYCLING SPACE REQUIREMENTS. <\/td>\n<\/tr>\n
24<\/td>\n303.1600 FOOTING DEPTH FOR FROST PROTECTION
1303.1700 GROUND SNOW LOAD
1303.1800 RADIAL ICE ON TOWERS
1303.2000 EXTERIOR WOOD DECKS, PATIOS, AND BALCONIES <\/td>\n<\/tr>\n
25<\/td>\n1303.2100 BLEACHER SAFETY
1303.2200 SIMPLIFIED WIND LOADS
EQUATION Palt
TABLE Palt <\/td>\n<\/tr>\n
27<\/td>\nMINNESOTA RULES, CHAPTER 1309
1309.0010 ADOPTION OF INTERNATIONAL RESIDENTIALCODE (IRC) BY REFERENCE
1309.0020 REFERENCES TO OTHER ICC CODES <\/td>\n<\/tr>\n
28<\/td>\n1309.0030 ADMINISTRATIVE PROCEDURE CRITERIA
1309.0040 VIOLATION <\/td>\n<\/tr>\n
29<\/td>\nPart II \u2014 DEFINITIONS
CHAPTER 2 DEFINITIONS
SECTION R201 GENERAL
SECTION R202 DEFINITIONS <\/td>\n<\/tr>\n
43<\/td>\nPart III \u2014 BUILDING PLANNING AND CONSTRUCTION
CHAPTER 3 BUILDING PLANNING
SECTION R300 CLASSIFICATION
TABLE R300.1O CCUPANCY CLASSIFICATION
SECTION R301 DESIGN CRITERIA <\/td>\n<\/tr>\n
44<\/td>\nTABLE R301.2(1) CLIMATIC AND GEOGRAPHIC DESIGN CRITERIA
TABLE R301.2.1.2 WINDBORNE DEBRIS PROTECTION FASTENING SCHEDULE FOR WOOD STRUCTURAL PANELSa, <\/td>\n<\/tr>\n
45<\/td>\nTABLE R301.2(2) COMPONENT AND CLADDING LOADS FOR A BUILDING WITH A MEAN ROOF HEIGHT OF 30 FEET LOCATED IN EXPOSURE B (psf) <\/td>\n<\/tr>\n
46<\/td>\nTABLE R301.2(3) HEIGHT AND EXPOSURE ADJUSTMENT COEFFICIENTS FOR TABLE R301.2(2)
FIGURE R301.2(1) ISOLINES OF THE 971\/2 PERCENT WINTER (DECEMBER, JANUARY AND FEBRUARY) DESIGN TEMPERATURES (\u00b0F) <\/td>\n<\/tr>\n
47<\/td>\nFIGURE R301.2(2) SEISMIC DESIGN CATEGORIES\u2014SITE CLASS D <\/td>\n<\/tr>\n
48<\/td>\nFIGURE R301.2(2)\u2014continued SEISMIC DESIGN CATEGORIES\u2014SITE CLASS D <\/td>\n<\/tr>\n
49<\/td>\nFIGURE R301.2(2)\u2014continued SEISMIC DESIGN CATEGORIES\u2014SITE CLASS D <\/td>\n<\/tr>\n
52<\/td>\nFIGURE R301.2(3) WEATHERING PROBABILITY MAP FOR CONCRETE <\/td>\n<\/tr>\n
53<\/td>\nFIGURE R301.2(4) BASIC WIND SPEEDS FOR 50-YEAR MEAN RECURRENCE INTERVAL <\/td>\n<\/tr>\n
54<\/td>\nFIGURE R301.2(4)\u2014continued BASIC WIND SPEEDS FOR 50-YEAR MEAN RECURRENCE INTERVAL <\/td>\n<\/tr>\n
55<\/td>\nFIGURE R301.2(4)\u2014continued BASIC WIND SPEEDS FOR 50-YEAR MEAN RECURRENCE INTERVAL <\/td>\n<\/tr>\n
56<\/td>\nFIGURE R301.2(4)\u2014continued BASIC WIND SPEEDS FOR 50-YEAR MEAN RECURRENCE INTERVAL <\/td>\n<\/tr>\n
57<\/td>\nFIGURE R301.2(4)\u2014continued BASIC WIND SPEEDS FOR 50-YEAR MEAN RECURRENCE INTERVAL <\/td>\n<\/tr>\n
58<\/td>\nFIGURE R301.2(6) TERMITE INFESTATION PROBABILITY MAP <\/td>\n<\/tr>\n
59<\/td>\nFIGURE R301.2(7) COMPONENT AND CLADDING PRESSURE ZONES <\/td>\n<\/tr>\n
60<\/td>\nTABLE R301.2.1.3 EQUIVALENT BASIC WIND SPEEDSa <\/td>\n<\/tr>\n
61<\/td>\nTABLE R301.2.2.1.1 SEISMIC DESIGN CATEGORY DETERMINATION
TABLE R301.2.2.2.1 WALL BRACING ADJUSTMENT FACTORS BYROOF COVERING DEAD LOADa <\/td>\n<\/tr>\n
64<\/td>\nTABLE R301.5 MINIMUM UNIFORMLY DISTRIBUTED LIVE LOADS (in pounds per square foot
TABLE R301.6 MINIMUM ROOF LIVE LOADS IN POUNDS-FORCEPER SQUARE FOOT OF HORIZONTAL PROJECTION
TABLE R301.7 ALLOWABLE DEFLECTION OF STRUCTURAL MEMBERSa,b,c
SECTION R302 EXTERIOR WALL LOCATION <\/td>\n<\/tr>\n
65<\/td>\nSECTION R303 LIGHT, VENTILATION AND HEATING
TABLE R302.1 EXTERIOR WALLS <\/td>\n<\/tr>\n
66<\/td>\nSECTION R304 MINIMUM ROOM AREAS
SECTION R305 CEILING HEIGHT
SECTION R306 SANITATION <\/td>\n<\/tr>\n
67<\/td>\nSECTION R307 TOILET, BATH AND SHOWER SPACES
SECTION R308 GLAZING
FIGURE R307.1 MINIMUM FIXTURE CLEARANCES <\/td>\n<\/tr>\n
68<\/td>\nTABLE R308.3 MINIMUM CATEGORY CLASSIFICATION OF GLAZING <\/td>\n<\/tr>\n
69<\/td>\nSECTION R309 GARAGES AND CARPORTS <\/td>\n<\/tr>\n
70<\/td>\nSECTION R310 EMERGENCY ESCAPE AND RESCUE OPENINGS <\/td>\n<\/tr>\n
71<\/td>\nSECTION R311 MEANS OF EGRESS <\/td>\n<\/tr>\n
73<\/td>\nSECTION R312 GUARDS
SECTION R313 SMOKE ALARMS <\/td>\n<\/tr>\n
74<\/td>\nSECTION R314 FOAM PLASTIC <\/td>\n<\/tr>\n
75<\/td>\nSECTION R315 FLAME SPREAD AND SMOKE DENSITY <\/td>\n<\/tr>\n
76<\/td>\nSECTION R316 INSULATION
SECTION R317 DWELLING UNIT SEPARATION <\/td>\n<\/tr>\n
78<\/td>\nSECTION R318 MOISTURE VAPOR RETARDERS
SECTION R319 PROTECTION AGAINST DECAY <\/td>\n<\/tr>\n
79<\/td>\nSECTION R320 PROTECTION AGAINST SUBTERRANEAN TERMITES <\/td>\n<\/tr>\n
80<\/td>\nSECTION R321 SITE ADDRESS
SECTION R322 ACCESSIBILITY
SECTION R323 ELEVATORS AND PLATFORM LIFTS
SECTION R324 FLOOD-RESISTANT CONSTRUCTION <\/td>\n<\/tr>\n
85<\/td>\nCHAPTER 4 FOUNDATIONS
SECTION R401 GENERAL
TABLE R401.4.1 PRESUMPTIVE LOAD\u2013BEARING VALUES OFFOUNDATION MATERIALSa
SECTION R402 MATERIALS <\/td>\n<\/tr>\n
86<\/td>\nTABLE R402.2 MINIMUM SPECIFIED COMPRESSIVE STRENGTH OF CONCRETE
SECTION R403 FOOTINGS
TABLE R403.1 MINIMUM WIDTH OF CONCRETE OR MASONRY FOOTINGS (inches) <\/td>\n<\/tr>\n
87<\/td>\nFIGURE R403.1(1) CONCRETE AND MASONRY FOUNDATION DETAILS <\/td>\n<\/tr>\n
88<\/td>\nFIGURE R403.1(2) PERMANENT WOOD FOUNDATION BASEMENT WALL SECTION <\/td>\n<\/tr>\n
89<\/td>\nFIGURE R403.1(3) PERMANENT WOOD FOUNDATION CRAWL SPACE SECTION <\/td>\n<\/tr>\n
91<\/td>\nFIGURE R403.1.7.1 FOUNDATION CLEARANCE FROM SLOPES <\/td>\n<\/tr>\n
92<\/td>\nTABLE R403.3 MINIMUM INSULATION REQUIREMENTS FOR FROST-PROTECTED FOOTINGS IN HEATED BUILDINGSa
FIGURE R403.3(1) INSULATION PLACEMENT FOR FROST-PROTECTED FOOTINGS IN HEATED BUILDINGS <\/td>\n<\/tr>\n
93<\/td>\nFIGURE R403.3(2) AIR\u2013FREEZING INDEXAN ESTIMATE OF THE 100-YEAR RETURN PERIOD <\/td>\n<\/tr>\n
94<\/td>\nFIGURE R403.3(3) INSULATION PLACEMENT FOR FROST-PROTECTED FOOTINGS <\/td>\n<\/tr>\n
95<\/td>\nFIGURE R403.3(4) INSULATION PLACEMENT FOR FROST-PROTECTED FOOTINGS ADJACENT TO HEATED STRUCTURE <\/td>\n<\/tr>\n
96<\/td>\nSECTION R404 FOUNDATION AND RETAINING WALLS <\/td>\n<\/tr>\n
97<\/td>\nTABLE R404.1(1) TOP REACTIONS AND PRESCRIPTIVE SUPPORT FOR FOUNDATION WALLSa <\/td>\n<\/tr>\n
98<\/td>\nTABLE R404.1(2) MAXIMUM PLATE ANCHOR-BOLT SPACING FOR SUPPORTED FOUNDATION WALL
TABLE R404.1.1(1) PLAIN MASONRY FOUNDATION WALLS <\/td>\n<\/tr>\n
99<\/td>\nTABLE R404.1.1(2) 8-INCH MASONRY FOUNDATION WALLS WITH REINFORCING WHERE d > 5 INCHESa <\/td>\n<\/tr>\n
100<\/td>\nTABLE R404.1.1(3) 10-INCH MASONRY FOUNDATION WALLS WITH REINFORCING WHERE d > 6.75 INCHESa <\/td>\n<\/tr>\n
101<\/td>\nTABLE R404.1.1(4) 12-INCH MASONRY FOUNDATION WALLS WITH REINFORCING WHERE d > 8.75 INCHES <\/td>\n<\/tr>\n
102<\/td>\nTABLE R404.1.1(5) CONCRETE FOUNDATION WALLSh, i, j, k <\/td>\n<\/tr>\n
103<\/td>\nTABLE R404.1.1(5) \u2014continued CONCRETE FOUNDATION WALLSh, I, j, k <\/td>\n<\/tr>\n
104<\/td>\nTABLE R404.1.1(7) CANTILEVERED CONCRETE AND MASONRY FOUNDATION WALLS <\/td>\n<\/tr>\n
105<\/td>\nTABLE R404.1.1(8) CANTILEVERED CONCRETE AND MASONRY FOUNDATION WALLS <\/td>\n<\/tr>\n
107<\/td>\nFIGURE R404.1.5(1) FOUNDATION WALL CLAY MASONRY CURTAIN WALL WITH CONCRETE MASONRY PIERS <\/td>\n<\/tr>\n
108<\/td>\nTABLE R404.2.3 PLYWOOD GRADE AND THICKNESS FOR WOOD FOUNDATION CONSTRUCTION(30 pcf equivalent-fluid weight soil pressure) <\/td>\n<\/tr>\n
109<\/td>\nTABLE R404.4(1) 5.5-INCH THICK FLAT ICF FOUNDATION WALLSa, b, c, d <\/td>\n<\/tr>\n
110<\/td>\nTABLE R404.4(2) 7.5-INCH-THICK FLAT ICF FOUNDATION WALLSa, b, c, d, e <\/td>\n<\/tr>\n
111<\/td>\nTABLE R404.4(3) 9.5-INCH-THICK FLAT ICF FOUNDATION WALLSa, b, c, d, e <\/td>\n<\/tr>\n
112<\/td>\nTABLE R404.4(4) WAFFLE GRID ICF FOUNDATION WALLSa, b, c, d, e <\/td>\n<\/tr>\n
113<\/td>\nTABLE R404.4(5) SCREEN-GRID ICF FOUNDATION WALLSa, b c, d, e
SECTION R405 FOUNDATION DRAINAGE <\/td>\n<\/tr>\n
114<\/td>\nSECTION R406 FOUNDATION WATERPROOFING AND DAMPPROOFING
TABLE R405.1 PROPERTIES OF SOILS CLASSIFIED ACCORDING TO THE UNIFIED SOIL CLASSIFICATION SYSTEM <\/td>\n<\/tr>\n
115<\/td>\nSECTION R407 COLUMNS
SECTION R408 UNDER-FLOOR SPACE <\/td>\n<\/tr>\n
117<\/td>\nCHAPTER 5 FLOORS
SECTION R501 GENERAL
SECTION R502 WOOD FLOOR FRAMING <\/td>\n<\/tr>\n
118<\/td>\nFIGURE R502.2 FLOOR CONSTRUCTION <\/td>\n<\/tr>\n
119<\/td>\nTABLE R502.3.1(1) FLOOR JOIST SPANS FOR COMMON LUMBER SPECIES(Residential sleeping areas, live load = 30 psf, L\/ = 360)a <\/td>\n<\/tr>\n
120<\/td>\nTABLE R502.3.1(2) FLOOR JOIST SPANS FOR COMMON LUMBER SPECIES(Residential living areas, live load = 40 psf, L\/ = 360)b <\/td>\n<\/tr>\n
121<\/td>\nTABLE R502.3.3(1) CANTILEVER SPANS FOR FLOOR JOISTS SUPPORTING LIGHT-FRAME EXTERIOR BEARING WALL AND ROOF ONLYa, b, c, f, g, h(Floor Live Load 40 psf, Roof Live Load 20 psf)
TABLE R502.3.3(2) CANTILEVER SPANS FOR FLOOR JOISTS SUPPORTING EXTERIOR BALCONYa, b, e, f <\/td>\n<\/tr>\n
122<\/td>\nTABLE R502.5(1) GIRDER SPANSa AND HEADER SPANSa FOR EXTERIOR BEARING WALLS(Maximum spans for Douglas fir-larch, hem-fir, southern pine and spruce-pine-firb and required number of jack studs) <\/td>\n<\/tr>\n
123<\/td>\nTABLE R502.5(1) \u2014 continued GIRDER SPANSa AND HEADER SPANSa FOR EXTERIOR BEARING WALLS(Maximum spans for Douglas fir-larch, hem-fir, southern pine and spruce-pine-firb and required number of jack studs) <\/td>\n<\/tr>\n
124<\/td>\nTABLE R502.5(2) GIRDER SPANSa AND HEADER SPANSa FOR INTERIOR BEARING WALLS(Maximum spans for Douglas fir-larch, hem-fir, southern pine and spruce-pine-firb and required number of jack studs) <\/td>\n<\/tr>\n
125<\/td>\nFIGURE R502.8 CUTTING, NOTCHING AND DRILLING <\/td>\n<\/tr>\n
126<\/td>\nSECTION R503 FLOOR SHEATHING
TABLE R503.1 MINIMUM THICKNESS OF LUMBER FLOOR SHEATHING <\/td>\n<\/tr>\n
127<\/td>\nTABLE 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
128<\/td>\nTABLE R503.2.1.1(2) ALLOWABLE SPANS FOR SANDED PLYWOOD COMBINATION SUBFLOOR UNDERLAYMENTa
SECTION R504 PRESSURE PRESERVATIVELY TREATED-WOODFLOORS (ON GROUND)
SECTION R505 STEEL FLOOR FRAMING <\/td>\n<\/tr>\n
129<\/td>\nTABLE R505.2(1) COLD-FORMED STEEL JOIST SIZES
TABLE R505.2(2) MINIMUM THICKNESS OF COLD-FORMED STEEL MEMBERS <\/td>\n<\/tr>\n
130<\/td>\nFIGURE R505.2(3) FLOOR JOIST WEB HOLES <\/td>\n<\/tr>\n
131<\/td>\nTABLE R505.2.4 SCREW SUBSTITUTION FACTOR
FIGURE R505.3 STEEL FLOOR CONSTRUCTION <\/td>\n<\/tr>\n
132<\/td>\nFIGURE R505.3 \u2014 continued STEEL FLOOR CONSTRUCTION <\/td>\n<\/tr>\n
133<\/td>\nTABLE R505.3.1(1) FLOOR TO FOUNDATION OR BEARING WALL CONNECTION REQUIREMENTS a, b
TABLE R505.3.1(2) FLOOR FASTENING SCHEDULEa <\/td>\n<\/tr>\n
134<\/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
135<\/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
136<\/td>\nFIGURE R505.3.1(5) FLOOR CANTILEVER TO WOOD SILL CONNECTION
FIGURE R505.3.1(6) FLOOR CANTILEVER TO FOUNDATION CONNECTION <\/td>\n<\/tr>\n
137<\/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
138<\/td>\nTABLE R505.3.2(1) ALLOWABLE SPANS FOR COLD-FORMED STEEL JOISTS\u2014SINGLE SPANSa, b 33 ksi STEEL
FIGURE R505.3.4 BEARING STIFFENER <\/td>\n<\/tr>\n
139<\/td>\nTABLE R505.3.2(2) ALLOWABLE SPANS FOR COLD-FORMED STEEL JOISTS\u2014MULTIPLE SPANSa, b 33 ksi STEEL
FIGURE R505.3.6 HOLE PATCH <\/td>\n<\/tr>\n
140<\/td>\nTABLE R505.3.2(3) ALLOWABLE SPANS FOR COLD-FORMED STEEL JOISTS\u2014MULTIPLE SPANSa, b 50 ksi STEEL
FIGURE R505.3.8 TRACK SPLICE <\/td>\n<\/tr>\n
141<\/td>\nSECTION R506 CONCRETE FLOORS (ON GROUND) <\/td>\n<\/tr>\n
143<\/td>\nCHAPTER 6 WALL CONSTRUCTION
SECTION R601 GENERAL
SECTION R602 WOOD WALL FRAMING <\/td>\n<\/tr>\n
144<\/td>\nTABLE R602.3(1) FASTENER SCHEDULE FOR STRUCTURAL MEMBERS <\/td>\n<\/tr>\n
145<\/td>\nTABLE R602.3(1)\u2014continued FASTENER SCHEDULE FOR STRUCTURAL MEMBERS <\/td>\n<\/tr>\n
146<\/td>\nTABLE R602.3(2) ALTERNATE ATTACHMENTS <\/td>\n<\/tr>\n
147<\/td>\nTABLE R602.3(3) WOOD STRUCTURAL PANEL WALL SHEATHING
TABLE R602.3(4) ALLOWABLE SPANS FOR PARTICLEBOARD WALL SHEATHINGa
TABLE R602.3(5) SIZE, HEIGHT AND SPACING OF WOOD STUDSa <\/td>\n<\/tr>\n
148<\/td>\nFIGURE R602.3(1) TYPICAL WALL, FLOOR AND ROOF FRAMING <\/td>\n<\/tr>\n
149<\/td>\nFIGURE R602.3(2) FRAMING DETAILS <\/td>\n<\/tr>\n
150<\/td>\nTABLE R602.3.1 MAXIMUM ALLOWABLE LENGTH OF WOOD WALL STUDS EXPOSED TO WIND SPEEDS OF 90 MPH OR LESSb,c,d,e,f,g,h,iWhere conditions are not within the parameters of footnotes b, c, d, e, f, g, h, and i, design is required. <\/td>\n<\/tr>\n
151<\/td>\nTABLE R602.3.1 MAXIMUM ALLOWABLE LENGTH OF WOOD WALL STUDS EXPOSED TO WIND SPEEDS OF 90 MPH OR LESSb,c,d,e,f,g,h,iWhere conditions are not within the parameters of footnotes b, c, d, e, f, g, h, and i, design is required. <\/td>\n<\/tr>\n
152<\/td>\nFIGURE R602.6(1) NOTCHING AND BORED HOLE LIMITATIONS FOR EXTERIOR WALLS AND BEARING WALLS
FIGURE R602.6(2) NOTCHING AND BORED HOLE LIMITATIONS FOR INTERIOR NONBEARING WALLS <\/td>\n<\/tr>\n
153<\/td>\nFIGURE R602.6.1 TOP PLATE FRAMING TO ACCOMMODATE PIPING
TABLE R602.7.2 MAXIMUM SPANS FOR WOOD STRUCTURAL PANEL BOX HEADERSa <\/td>\n<\/tr>\n
154<\/td>\nFIGURE R602.7.2 TYPICAL WOOD STRUCTURAL PANEL BOX HEADER CONSTRUCTION <\/td>\n<\/tr>\n
156<\/td>\nTABLE R602.10.1 WALL BRACING <\/td>\n<\/tr>\n
157<\/td>\nTABLE R602.10.5 LENGTH REQUIREMENTS FOR BRACED WALL PANELS IN A CONTINUOUSLY SHEATHED WALLa, b, c <\/td>\n<\/tr>\n
158<\/td>\nFIGURE R602.10.5 TYPICAL EXTERIOR CORNER FRAMING FOR CONTINUOUS STRUCTURAL PANEL SHEATHING; SHOWING REQUIRED STUD-TO-STUD NAILING
TABLE R602.10.6 MINIMUM WIDTHS AND TIE-DOWN FORCES OF ALTERNATE BRACED WALL PANELS <\/td>\n<\/tr>\n
159<\/td>\nFIGURE R602.10.6.2 ALTERNATE BRACED WALL PANEL ADJACENT TO A DOOR OR WINDOW OPENING <\/td>\n<\/tr>\n
161<\/td>\nFIGURE R602.11.3 STEPPED FOUNDATION CONSTRUCTION
SECTION R603 STEEL WALL FRAMING <\/td>\n<\/tr>\n
162<\/td>\nTABLE R603.2(1) LOAD-BEARING COLD-FORMED STEEL STUD SIZES
TABLE R603.2(2) MINIMUM THICKNESS OF COLD-FORMED STEEL STUDS
FIGURE R603.2(1) C-SECTION
FIGURE R603.2(2) TRACK SECTION <\/td>\n<\/tr>\n
163<\/td>\nFIGURE R603.2(3) WEB HOLES
TABLE R603.2.4 SCREW SUBSTITUTION FACTOR <\/td>\n<\/tr>\n
164<\/td>\nFIGURE R603.3 STEEL WALL CONSTRUCTION
TABLE R603.3.1 WALL TO FOUNDATION OR FLOOR CONNECTION REQUIREMENTSa,b,c <\/td>\n<\/tr>\n
165<\/td>\nFIGURE R603.3.1(1) WALL TO FOUNDATION CONNECTION
FIGURE R603.3.1(2) WALL TO WOOD SILL CONNECTION
TABLE R603.3.2(1) WALL FASTENING SCHEDULE <\/td>\n<\/tr>\n
166<\/td>\nTABLE R603.3.2(2) 24-FOOT-WIDE BUILDING SUPPORTING ROOF AND CEILING ONLYa, b, c33 ksi STEE <\/td>\n<\/tr>\n
167<\/td>\nTABLE R603.3.2(3) 24-FOOT-WIDE BUILDING SUPPORTING ROOF AND CEILING ONLYa, b, c50 ksi STEEL <\/td>\n<\/tr>\n
168<\/td>\nTABLE R603.3.2(4) 28-FOOT-WIDE BUILDING SUPPORTING ROOF AND CEILING ONLYa, b, c33 ksi STEEL <\/td>\n<\/tr>\n
169<\/td>\nTABLE R603.3.2(5) 28-FOOT-WIDE BUILDING SUPPORTING ROOF AND CEILING ONLYa, b, c50 ksi STEEL <\/td>\n<\/tr>\n
170<\/td>\nTABLE R603.3.2(6) 32-FOOT-WIDE BUILDING SUPPORTING ROOF AND CEILING ONLYa, b, c33 ksi STEEL <\/td>\n<\/tr>\n
171<\/td>\nTABLE R603.3.2(7) 32-FOOT-WIDE BUILDING SUPPORTING ROOF AND CEILING ONLYa, b, c50 ksi STEEL <\/td>\n<\/tr>\n
172<\/td>\nTABLE R603.3.2(8) 36-FOOT-WIDE BUILDING SUPPORTING ROOF AND CEILING ONLYa, b, c33 ksi STEEL <\/td>\n<\/tr>\n
173<\/td>\nTABLE R603.3.2(9) 36-FOOT-WIDE BUILDING SUPPORTING ROOF AND CEILING ONLYa, b, c50 ksi STEEL <\/td>\n<\/tr>\n
174<\/td>\nTABLE R603.3.2(10) 40-FOOT-WIDE BUILDING SUPPORTING ROOF AND CEILING ONLYa, b, c33 ksi STEEL <\/td>\n<\/tr>\n
175<\/td>\nTABLE R603.3.2(11) 40-FOOT-WIDE BUILDING SUPPORTING ROOF AND CEILING ONLYa, b, c50 ksi STEEL <\/td>\n<\/tr>\n
176<\/td>\nTABLE R603.3.2(12) 24-FOOT-WIDE BUILDING SUPPORTING ONE FLOOR, ROOF AND CEILINGa, b, c33 ksi STEEL <\/td>\n<\/tr>\n
177<\/td>\nTABLE R603.3.2(13) 24-FOOT-WIDE BUILDING SUPPORTING ONE FLOOR, ROOF AND CEILINGa, b, c50 ksi STEEL <\/td>\n<\/tr>\n
178<\/td>\nTABLE R603.3.2(14) 28-FOOT-WIDE BUILDING SUPPORTING ONE FLOOR, ROOF AND CEILINGa, b, c33 ksi STEEL <\/td>\n<\/tr>\n
179<\/td>\nTABLE R603.3.2(15) 28-FOOT-WIDE BUILDING SUPPORTING ONE FLOOR, ROOF AND CEILINGa, b, c50 ksi STEEL <\/td>\n<\/tr>\n
180<\/td>\nTABLE R603.3.2(16) 32-FOOT-WIDE BUILDING SUPPORTING ONE FLOOR, ROOF AND CEILINGa, b, c33 ksi STEEL <\/td>\n<\/tr>\n
181<\/td>\nTABLE R603.3.2(17) 32-FOOT-WIDE BUILDING SUPPORTING ONE FLOOR, ROOF AND CEILINGa, b, c50 ksi STEEL <\/td>\n<\/tr>\n
182<\/td>\nTABLE R603.3.2(18) 36-FOOT-WIDE BUILDING SUPPORTING ONE FLOOR, ROOF AND CEILINGa, b, c33 ksi STEEL <\/td>\n<\/tr>\n
183<\/td>\nTABLE R603.3.2(19) 36-FOOT-WIDE BUILDING SUPPORTING ONE FLOOR, ROOF AND CEILINGa, b, c50 ksi STEEL <\/td>\n<\/tr>\n
184<\/td>\nTABLE R603.3.2(20) 40-FOOT-WIDE BUILDING SUPPORTING ONE FLOOR, ROOF AND CEILINGa, b, c33 ksi STEEL <\/td>\n<\/tr>\n
185<\/td>\nTABLE R603.3.2(21) 40-FOOT-WIDE BUILDING SUPPORTING ONE FLOOR, ROOF AND CEILINGa, b, c50 ksi STEEL <\/td>\n<\/tr>\n
186<\/td>\nFIGURE R603.3.5 HOLE PATCH <\/td>\n<\/tr>\n
187<\/td>\nTABLE R603.6(1) BOX-BEAM HEADER SPANS Headers supporting roof and ceiling only (33 ksi steel)a, b, c <\/td>\n<\/tr>\n
188<\/td>\nTABLE R603.6(2) BOX-BEAM HEADER SPANS Headers supporting roof and ceiling only (33 ksi steel)a, b, c <\/td>\n<\/tr>\n
189<\/td>\nTABLE R603.6(3) BOX-BEAM HEADER SPANS Headers supporting one floor, roof and ceiling (33 ksi steel)a, b, c <\/td>\n<\/tr>\n
190<\/td>\nTABLE R603.6(4) BOX-BEAM HEADER SPANS Headers supporting one floor, roof and ceiling (33 ksi steel)a, b, c <\/td>\n<\/tr>\n
191<\/td>\nTABLE R603.6(5) BACK-TO-BACK HEADER SPANS Headers supporting roof and ceiling only (33 ksi steel)a, b, c <\/td>\n<\/tr>\n
192<\/td>\nTABLE R603.6(6) BACK-TO-BACK HEADER SPANS Headers supporting roof and ceiling only (33 ksi steel)a, b, c <\/td>\n<\/tr>\n
193<\/td>\nTABLE R603.6(7) BACK-TO-BACK HEADER SPANS Headers supporting one floor, roof and ceiling (33 ksi steel)a, b, c <\/td>\n<\/tr>\n
194<\/td>\nTABLE R603.6(8) BACK-TO-BACK HEADER SPANS Headers supporting one floor, roof and ceiling (33 ksi steel)a, b, c <\/td>\n<\/tr>\n
195<\/td>\nTABLE R603.6(9) TOTAL NUMBER OF JACK AND KING STUDS REQUIRED AT EACH END OF AN OPENING
TABLE R603.6(10) HEADER TO KING STUD CONNECTION REQUIREMENTSa, b, c, d
TABLE R603.6(11) HEAD TRACK SPAN (33 ksi Steel) <\/td>\n<\/tr>\n
196<\/td>\nFIGURE R603.6 HEADER DETAIL <\/td>\n<\/tr>\n
197<\/td>\nTABLE R603.7MINIMUM PERCENTAGE OF FULL HEIGHT STRUCTURAL SHEATHING ON EXTERIOR WALLSa, b, c, d, e
SECTION R604 WOOD STRUCTURAL PANELS
SECTION R605 PARTICLEBOARD
SECTION R606 GENERAL MASONRY CONSTRUCTION <\/td>\n<\/tr>\n
198<\/td>\nTABLE R606.5 ALLOWABLE COMPRESSIVE STRESSES FOREMPIRICAL DESIGN OF MASONRY <\/td>\n<\/tr>\n
199<\/td>\nTABLE R606.9 SPACING OF LATERAL SUPPORT FOR MASONRY WALLS <\/td>\n<\/tr>\n
200<\/td>\nFIGURE R606.11(1) ANCHORAGE REQUIREMENTS FOR MASONRY WALLS LOCATED IN SEISMIC DESIGN CATEGORYA, B OR C AND WHERE WIND LOADS ARE LESS THAN 30 PSF <\/td>\n<\/tr>\n
201<\/td>\nFIGURE R606.11(2) REQUIREMENTS FOR REINFORCED GROUTED MASONRY CONSTRUCTION IN SEISMIC DESIGN CATEGORY C <\/td>\n<\/tr>\n
202<\/td>\nFIGURE R606.11(3) REQUIREMENTS FOR REINFORCED MASONRY CONSTRUCTION IN SEISMIC DESIGN CATEGORY D0, D1 OR D2 <\/td>\n<\/tr>\n
204<\/td>\nTABLE R606.12.3.2 MINIMUM DISTRIBUTED WALL REINFORCEMENT FOR BUILDING ASSIGNED TO SEISMIC DESIGN CATEGORY D0 or D1
TABLE R606.12.4.1 MINIMUM REINFORCING FOR STACKED BONDED MASONRY WALLS IN SEISMIC DESIGN CATEGORY D2 <\/td>\n<\/tr>\n
205<\/td>\nTABLE R606.12.4.2 MINIMUM REINFORCING FOR STACKED BONDED MASONRY WALLS IN SEISMIC DESIGN CATEGORY D
TABLE R606.15.1 MINIMUM CORROSION PROTECTION
SECTION R607 UNIT MASONRY <\/td>\n<\/tr>\n
206<\/td>\nTABLE R607.1 MORTAR PROPORTIONSa, b
SECTION R608 MULTIPLE WYTHE MASONRY <\/td>\n<\/tr>\n
207<\/td>\nSECTION R609 GROUTED MASONRY
TABLE R609.1.1 GROUT PROPORTIONS BY VOLUME FOR MASONRY CONSTRUCTION <\/td>\n<\/tr>\n
208<\/td>\nTABLE R609.1.2 GROUT SPACE DIMENSIONS AND POUR HEIGHTS <\/td>\n<\/tr>\n
209<\/td>\nSECTION R610 GLASS UNIT MASONRY
FIGURE R610.4.1 GLASS UNIT MASONRY DESIGN WIND LOAD RESISTANCE <\/td>\n<\/tr>\n
210<\/td>\nSECTION R611 INSULATING CONCRETE FORMWALL CONSTRUCTION <\/td>\n<\/tr>\n
211<\/td>\nTABLE R611.2 REQUIREMENTS FOR ICF WALLSb
FIGURE R611.3 FLAT ICF WALL SYSTEM <\/td>\n<\/tr>\n
212<\/td>\nTABLE R611.3(1) DESIGN WIND PRESSURE FOR USE WITH TABLES R611.3(2), R611.4(1), AND R611.5 FOR ABOVE GRADE WALLSa <\/td>\n<\/tr>\n
213<\/td>\nTABLE R611.3(2) MINIMUM VERTICAL WALL REINFORCEMENT FOR FLAT ICF ABOVE-GRADE WALLSa, b, c, d <\/td>\n<\/tr>\n
214<\/td>\nTABLE R611.4(1) MINIMUM VERTICAL WALL REINFORCEMENT FOR WAFFLE-GRID ICF ABOVE-GRADE WALLSa, b, c
FIGURE R611.4 WAFFLE-GRID ICF WALL SYSTEM <\/td>\n<\/tr>\n
215<\/td>\nTABLE R611.5 MINIMUM VERTICAL WALL REINFORCEMENT FOR SCREEN-GRID ICF ABOVE-GRADE WALLSa, b, c
FIGURE R611.5 SCREEN-GRID IFC WALL SYSTEM <\/td>\n<\/tr>\n
216<\/td>\nTABLE R611.7(1) MINIMUM WALL OPENING REINFORCEMENT REQUIREMENTS IN ICF WALLSa
FIGURE R611.7(1) ICF WALL CONSTRUCTION
TABLE R611.7(1) MINIMUM WALL OPENING REINFORCEMENT REQUIREMENTS IN ICF WALLSa
FIGURE R611.7(1) ICF WALL CONSTRUCTION <\/td>\n<\/tr>\n
217<\/td>\nTABLE R611.7(2) MAXIMUM ALLOWABLE CLEAR SPANS FOR ICF LINTELS FOR FLAT LOAD-BEARING WALLSa, b, c, d, fNO. 4 BOTTOM BAR SIZE <\/td>\n<\/tr>\n
218<\/td>\nTABLE R611.7(3) MAXIMUM ALLOWABLE CLEAR SPANS FOR ICF LINTELS FOR FLAT LOAD-BEARING WALLSa, b, c, d, fNO. 5 BOTTOM BAR SIZE <\/td>\n<\/tr>\n
219<\/td>\nTABLE R611.7(4) MAXIMUM ALLOWABLE CLEAR SPANS FOR WAFFLE-GRID ICF WALL LINTELSa, b, c, d, fNO. 4 BOTTOM BAR SIZE <\/td>\n<\/tr>\n
220<\/td>\nTABLE R611.7(5) MAXIMUM ALLOWABLE CLEAR SPANS FOR WAFFLE-GRID ICF WALL LINTELSa, b, c, d, fNO. 5 BOTTOM BAR SIZE <\/td>\n<\/tr>\n
221<\/td>\nTABLE R611.7(6) MAXIMUM ALLOWABLE CLEAR SPANS FOR SCREEN-GRID ICF LINTELS IN LOAD-BEARING WALLSa, b, c, d,e, f, gNO. 4 BOTTOM BAR SIZE
TABLE R611.7(7) MAXIMUM ALLOWABLE CLEAR SPANS FOR SCREEN-GRID ICF LINTELS IN LOAD-BEARING WALLSa, b, c, d, e, f, gNO. 5 BOTTOM BAR SIZE <\/td>\n<\/tr>\n
222<\/td>\nTABLE R611.7(8) MAXIMUM ALLOWABLE CLEAR SPANS FOR ICF LINTELS WITHOUT STIRRUPS IN LOAD-BEARING WALLSa, b, c, d, e, f, g, h(NO. 4 OR NO. 5) BOTTOM BAR SIZE <\/td>\n<\/tr>\n
223<\/td>\nTABLE R611.7(9) MINIMUM BOTTOM BAR ICF LINTEL REINFORCEMENT FOR LARGE CLEAR SPANS IN LOAD-BEARING WALLSa, b, c, d, e, f, h <\/td>\n<\/tr>\n
224<\/td>\nTABLE R611.7(9A) MINIMUM SOLID END WALL LENGTH REQUIREMENTS FOR FLAT ICF WALLS (WIND PERPENDICULAR TO RIDGE)a, b, c <\/td>\n<\/tr>\n
225<\/td>\nTABLE R611.7(9B) MINIMUM SOLID SIDEWALL LENGTH REQUIREMENTS FOR FLAT ICF WALLS (WIND PARALLEL TO RIDGE) a, b, c, d <\/td>\n<\/tr>\n
226<\/td>\nTABLE R611.7(10) MAXIMUM ALLOWABLE CLEAR SPANS FOR ICF LINTELS IN NONLOAD-BEARING WALLS WITHOUT STIRRUPSa,b,c,d NO. 4 BOTTOM BAR <\/td>\n<\/tr>\n
227<\/td>\nTABLE R611.7(10A) MINIMUM SOLID END WALL LENGTH REQUIREMENTS FOR WAFFLE ANDSCREEN-GRID ICF WALLS (WIND PERPENDICULAR TO RIDGE)a, b <\/td>\n<\/tr>\n
228<\/td>\nTABLE R611.7(10A) \u2014continued MINIMUM SOLID END WALL LENGTH REQUIREMENTS FOR WAFFLE ANDSCREEN-GRID ICF WALLS (WIND PERPENDICULAR TO RIDGE)a, b,
TABLE R611.7(10B) MINIMUM SOLID SIDE WALL LENGTH REQUIREMENTS FOR 6-INCH WAFFLE ANDSCREEN-GRID ICF WALLS (WIND PARALLEL TO RIDGE)a, b, c, d <\/td>\n<\/tr>\n
229<\/td>\nTABLE R611.7(11) MINIMUM PERCENTAGE OF SOLID WALL LENGTH ALONG EXTERIOR WALL LINES FOR TOWNHOUSES IN SEISMIC DESIGNCATEGORY C AND ALL BUILDINGS IN SEISMIC DESIGN CATEGORIES D0, D1 AND D2a, b
FIGURE R611.7.1.4 LAP SPLICES <\/td>\n<\/tr>\n
230<\/td>\nFIGURE R611.7(2) REINFORCEMENT OF OPERNINGS
FIGURE R611.7(3) ICF LINTELS FOR FLAT AND SCREEN-GRID WALLS <\/td>\n<\/tr>\n
231<\/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
232<\/td>\nFIGURE R611.7(6) SINGLE FORM HEIGHT SCREEN-GRID LINTEL
FIGURE R611.7(7) DOUBLE FORM HEIGHT SCREEN-GRID LINTEL <\/td>\n<\/tr>\n
233<\/td>\nTABLE R611.7.4 WIND VELOCITY PRESSURE FOR DETERMINATION OFMINIMUM SOLID WALL LENGTHa <\/td>\n<\/tr>\n
234<\/td>\nFIGURE R611.7.4 MINIMUM SOLID WALL LENGTH <\/td>\n<\/tr>\n
235<\/td>\nTABLE R611.8(1) FLOOR LEDGER-ICF WALL CONNECTION (SIDE-BEARING CONNECTION) REQUIREMENTSa,
TABLE R611.8(2) DESIGN VALUES (PLF) FOR FLOOR JOIST-TO-WALL ANCHORS REQUIRED FOR TOWNHOUSESIN SEISMIC DESIGN CATEGORY C AND ALL BUILDINGS IN SEISMIC DESIGN CATEGORIES D0, D1 AND D2a, b <\/td>\n<\/tr>\n
236<\/td>\nFIGURE R611.8(1) SECTION CUT THROUGH FLAT WALL OR VERTICAL CORE OF WAFFLE- OR SCREEN-GRID WAL <\/td>\n<\/tr>\n
237<\/td>\nFIGURE R611.8(2) FLOOR LEDGER\u2014ICF WALL CONNECTION (SIDE-BEARING CONNECTION)
FIGURE R611.8(3) FLOOR LEDGER\u2014ICF WALL CONNECTION (LEDGE-BEARING CONNECTION) <\/td>\n<\/tr>\n
238<\/td>\nFIGURE R611.8(4) WOOD FLOOR LEDGER\u2014ICF WALL SYSTEM CONNECTION(THROUGH-BOLT SIDE-BEARING CONNECTION)
FIGURE R611.8(5) FLOOR LEDGER\u2014ICF WALL CONNECTION <\/td>\n<\/tr>\n
239<\/td>\nFIGURE R611.8(6) ANCHORAGE REQUIREMENTS FOR TOP BEARING WALLS FOR TOWNHOUSES IN SEISMIC DESIGN CATEGORY CAND ALL BUILDINGS IN SEISMIC DESIGN CATEGORIES D0, D1, AND D2 FOR FLOOR FRAMING PARALLEL TO WALL
FIGURE R611.8(7) ANCHORAGE REQUIREMENTS FOR LEDGER BEARING WALLS FOR TOWNHOUSES IN SEISMIC DESIGN CATEGORY C AND ALLBUILDINGS IN SEISMIC DESIGN CATEGORIES D0, D1 AND D2 FOR FLOOR FRAMING PARALLEL TO WALL <\/td>\n<\/tr>\n
240<\/td>\nTABLE R611.9 DESIGN TENSILE STRENGTH OF HEADED BOLTS CAST IN CONCRETEa
FIGURE R611.9 ROOF SILL PLATE\u2014ICF WALL CONNECTION <\/td>\n<\/tr>\n
241<\/td>\nSECTION R612 CONVENTIONALLY FORMED CONCRETE WALLCONSTRUCTION
SECTION R613 EXTERIOR WINDOWS AND GLASS DOORS <\/td>\n<\/tr>\n
242<\/td>\nFIGURE R613.8(1)THROUGH THE FRAME
FIGURE R613.8(2) FRAME CLIP
FIGURE R613.8(3) THROUGH THE FRAME
FIGURE R613.8(4) FRAME CLIP <\/td>\n<\/tr>\n
243<\/td>\nFIGURE R613.8(5) THROUGH THE FLANGE
FIGURE R613.8(6) THROUGH THE FRAME
FIGURE R613.8(7) FRAME CLIP
FIGURE R613.8(8) THROUGH THE FLANGE <\/td>\n<\/tr>\n
245<\/td>\nCHAPTER 7 WALL COVERING
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
246<\/td>\nTABLE R702.1(3) PORTLAND CEMENT PLASTER <\/td>\n<\/tr>\n
247<\/td>\nTABLE R702.3.5 MINIMUM THICKNESS AND APPLICATION OF GYPSUM BOARD <\/td>\n<\/tr>\n
248<\/td>\nTABLE R702.3.7 SHEAR CAPACITY FOR HORIZONTAL WOOD-FRAMEDGYPSUM BOARD DIAPHRAGM CEILING ASSEMBLIES
SECTION R703 EXTERIOR COVERING <\/td>\n<\/tr>\n
250<\/td>\nTABLE R703.4 WEATHER\u2013RESISTANT SIDING ATTACHMENT AND MINIMUM THICKNESS <\/td>\n<\/tr>\n
251<\/td>\nTABLE R703.5.2 MAXIMUM WEATHER EXPOSURE FOR WOOD SHAKES AND SHINGLES ON EXTERIOR WALLSa,b,c(Dimensions are in inches) <\/td>\n<\/tr>\n
253<\/td>\nFIGURE R703.7 MASONRY VENEER WALL DETAILS <\/td>\n<\/tr>\n
254<\/td>\nFIGURE R703.7\u2014continued MASONRY VENEER WALL DETAILS <\/td>\n<\/tr>\n
255<\/td>\nTABLE R703.7(1) STONE OR MASONRY VENEER LIMITATIONS AND REQUIREMENTS, WOODOR STEEL FRAMING, SEISMIC DESIGN CATEGORIES A, B AND C
TABLE R703.7.3 ALLOWABLE SPANS FOR LINTELS SUPPORTING MASONRY VENEERa, b <\/td>\n<\/tr>\n
256<\/td>\nTABLE R703.7(2) STONE OR MASONRY VENEER LIMITATIONS AND REQUIREMENTS, ONE- AND TWO-FAMILY DETACHED DWELLINGS, WOODFRAMING, SEISMIC DESIGN CATEGORIES D0, D1 AND D2 <\/td>\n<\/tr>\n
257<\/td>\nFIGURE R703.7(1) HOLD DOWNS AT EXTERIOR AND INTERIOR BRACED WALL PANELS WHEN USING STONE OR MASONRY VENEE <\/td>\n<\/tr>\n
258<\/td>\nFIGURE R703.7.2.2 EXTERIOR MASONRY VENEER SUPPORT BY ROOF MEMBERS <\/td>\n<\/tr>\n
261<\/td>\nCHAPTER 8 ROOF-CEILING CONSTRUCTION
SECTION R801 GENERAL
SECTION R802 WOOD ROOF FRAMING <\/td>\n<\/tr>\n
264<\/td>\nTABLE R802.4(1) CEILING JOIST SPANS FOR COMMON LUMBER SPECIES(Uninhabitable attics without storage, live load = 10 psf, L\/ = 240) <\/td>\n<\/tr>\n
265<\/td>\nTABLE R802.4(1)\u2014continued CEILING JOIST SPANS FOR COMMON LUMBER SPECIES(Uninhabitable attics without storage, live load = 10 psf, L\/ = 240) <\/td>\n<\/tr>\n
266<\/td>\nTABLE R802.4(2) CEILING JOIST SPANS FOR COMMON LUMBER SPECIES(Uninhabitable attics with limited storage, live load = 20 psf, L\/ = 240) <\/td>\n<\/tr>\n
267<\/td>\nTABLE R802.4(2) \u2014continued CEILING JOIST SPANS FOR COMMON LUMBER SPECIES(Uninhabitable attics with limited storage, live load = 20 psf, L\/ = 240) <\/td>\n<\/tr>\n
268<\/td>\nTABLE R802.5.1(1) RAFTER SPANS FOR COMMON LUMBER SPECIES(Roof live load=20 psf, ceiling not attached to rafters, L\/ = 180) <\/td>\n<\/tr>\n
269<\/td>\nTABLE R802.5.1(1) \u2014continued RAFTER SPANS FOR COMMON LUMBER SPECIES(Roof live load=20 psf, ceiling not attached to rafters, L\/ = 180) <\/td>\n<\/tr>\n
270<\/td>\nTABLE R802.5.1(2) RAFTER SPANS FOR COMMON LUMBER SPECIES(Roof live load=20 psf, ceiling attached to rafters, L\/ = 240) <\/td>\n<\/tr>\n
271<\/td>\nTABLE R802.5.1(2) \u2014continued RAFTER SPANS FOR COMMON LUMBER SPECIES(Roof live load=20 psf, ceiling attached to rafters, L\/ = 240) <\/td>\n<\/tr>\n
272<\/td>\nTABLE R802.5.1(3) RAFTER SPANS FOR COMMON LUMBER SPECIES(Ground snow load=30 psf, ceiling not attached to rafters, L\/ = 180) <\/td>\n<\/tr>\n
273<\/td>\nTABLE R802.5.1(3) \u2014continued RAFTER SPANS FOR COMMON LUMBER SPECIES(Ground snow load=30 psf, ceiling not attached to rafters, L\/ = 180) <\/td>\n<\/tr>\n
274<\/td>\nTABLE R802.5.1(4) RAFTER SPANS FOR COMMON LUMBER SPECIES(Ground snow load=50 psf, ceiling not attached to rafters, L\/ = 180) <\/td>\n<\/tr>\n
275<\/td>\nTABLE R802.5.1(4) \u2014continued RAFTER SPANS FOR COMMON LUMBER SPECIES(Ground snow load=50 psf, ceiling not attached to rafters, L\/ = 180) <\/td>\n<\/tr>\n
276<\/td>\nTABLE R802.5.1(5) RAFTER SPANS FOR COMMON LUMBER SPECIES(Ground snow load=30 psf, ceiling attached to rafters, L\/ = 240) <\/td>\n<\/tr>\n
277<\/td>\nTABLE R802.5.1(5) \u2014continued RAFTER SPANS FOR COMMON LUMBER SPECIES(Ground snow load=30 psf, ceiling attached to rafters, L\/ = 240) <\/td>\n<\/tr>\n
278<\/td>\nTABLE R802.5.1(6) RAFTER SPANS FOR COMMON LUMBER SPECIES(Ground snow load=50 psf, ceiling attached to rafters, L\/ = 240) <\/td>\n<\/tr>\n
279<\/td>\nTABLE R802.5.1(6) \u2014continued RAFTER SPANS FOR COMMON LUMBER SPECIES(Ground snow load=50 psf, ceiling attached to rafters, L\/ = 240) <\/td>\n<\/tr>\n
280<\/td>\nTABLE R802.5.1(7) RAFTER SPANS FOR 70 PSF GROUND SNOW LOAD(Ceiling not attached to rafters, L\/ = 180) <\/td>\n<\/tr>\n
281<\/td>\nTABLE R802.5.1(7) \u2014continued RAFTER SPANS FOR 70 PSF GROUND SNOW LOAD (Ceiling not attached to rafters, L\/ = 180) <\/td>\n<\/tr>\n
282<\/td>\nTABLE R802.5.1(8) RAFTER SPANS FOR 70 PSF GROUND SNOW LOAD (Ceiling attached to rafters, L\/ = 240) <\/td>\n<\/tr>\n
283<\/td>\nTABLE R802.5.1(8) \u2014continued RAFTER SPANS FOR 70 PSF GROUND SNOW LOADa(Ceiling attached to rafters, L\/ = 240) <\/td>\n<\/tr>\n
284<\/td>\nTABLE R802.5.1(9) RAFTER\/CEILING JOIST HEEL JOINT CONNECTIONSa, b, c, d, e, f, g <\/td>\n<\/tr>\n
285<\/td>\nFIGURE R802.5.1 BRACED RAFTER CONSTRUCTION <\/td>\n<\/tr>\n
286<\/td>\nTABLE R802.11 REQUIRED STRENGTH OF TRUSS OR RAFTER CONNECTIONS TO RESIST WIND UPLIFT FORCESa, b, c, e, f (Pounds per connection
SECTION R803 ROOF SHEATHING
TABLE R803.1 MINIMUM THICKNESS OF LUMBER ROOF SHEATHING
SECTION R804 STEEL ROOF FRAMING <\/td>\n<\/tr>\n
287<\/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 <\/td>\n<\/tr>\n
288<\/td>\nTABLE R804.2.4 SCREW SUBSTITUTION FACTOR
FIGURE R804.2(3) WEB HOLES <\/td>\n<\/tr>\n
289<\/td>\nTABLE R804.3 ROOF FRAMING FASTENING SCHEDULEa,b
FIGURE R804.3 STEEL ROOF CONSTRUCTION <\/td>\n<\/tr>\n
290<\/td>\nTABLE R804.3.1(1) CEILING JOIST SPANS SINGLE SPANS WITH BEARING STIFFENERS10 lb per sq ft LIVE LOAD (NO ATTIC STORAGE)a, b, c 33 ksi STEEL <\/td>\n<\/tr>\n
291<\/td>\nTABLE R804.3.1(2) CEILING JOIST SPANSTWO EQUAL SPANS WITH BEARING STIFFENERS10 lb per sq ft LIVE LOAD (NO ATTIC STORAGE)a, b, c 33 ksi STEEL <\/td>\n<\/tr>\n
292<\/td>\nTABLE R804.3.1(3) CEILING JOIST SPANSSINGLE SPANS WITH BEARING STIFFENERS20 lb per sq ft LIVE LOAD (LIMITED ATTIC STORAGE)a, b, c 33 ksi STEEL <\/td>\n<\/tr>\n
293<\/td>\nTABLE R804.3.1(4) CEILING JOIST SPANSTWO EQUAL SPANS WITH BEARING STIFFENERS20 lb per sq ft LIVE LOAD (LIMITED ATTIC STORAGE)a, b, c 33 ksi STEEL <\/td>\n<\/tr>\n
294<\/td>\nTABLE R804.3.1(5) CEILING JOIST SPANSSINGLE SPANS WITHOUT BEARING STIFFENERS10 lb per sq ft LIVE LOAD (NO ATTIC STORAGE)a, b 33 ksi STEEL <\/td>\n<\/tr>\n
295<\/td>\nTABLE R804.3.1(6) CEILING JOIST SPANSTWO EQUAL SPANS WITHOUT BEARING STIFFENERS10 lb per sq ft LIVE LOAD (NO ATTIC STORAGE)a, b 33 ksi STEEL <\/td>\n<\/tr>\n
296<\/td>\nTABLE R804.3.1(7) CEILING JOIST SPANSSINGLE SPANS WITHOUT BEARING STIFFENERS20 lb per sq ft LIVE LOAD (LIMITED ATTIC STORAGE)a, b 33 ksi STEEL <\/td>\n<\/tr>\n
297<\/td>\nTABLE R804.3.1(8) CEILING JOIST SPANSTWO EQUAL SPANS WITHOUT BEARING STIFFENERS20 lb per sq ft LIVE LOAD (LIMITED ATTIC STORAGE)a, b 33 ksi STEEL <\/td>\n<\/tr>\n
298<\/td>\nFIGURE R804.3.1(1) JOIST TO RAFTER CONNECTION
TABLE R804.3.1 NUMBER OF SCREWS REQUIRED FOR CEILING JOIST TO RAFTER CONNECTIONa <\/td>\n<\/tr>\n
299<\/td>\nTABLE R804.3.3(1) ALLOWABLE HORIZONTAL RAFTER SPANSa, b, c 33 ksi STEEL <\/td>\n<\/tr>\n
300<\/td>\nTABLE R804.3.3(2) BASIC WIND SPEED TO EQUIVALENT SNOW LOAD CONVERSION
TABLE R804.3.3.1 NUMBER OF SCREWS REQUIRED AT EACH LEG OF CLIPANGLE FOR RAFTER TO RIDGE MEMBER CONNECTIONa
FIGURE R804.3.3.1 RIDGE BOARD CONNECTION <\/td>\n<\/tr>\n
301<\/td>\nFIGURE R804.3.6 HOLE PATCHING <\/td>\n<\/tr>\n
302<\/td>\nFIGURE R804.3.7(1) SPLICED CEILING JOISTS
FIGURE R804.3.7(2) TRACK SPLICE <\/td>\n<\/tr>\n
303<\/td>\nFIGURE R804.3.8 BEARING STIFFENER
FIGURE R804.3.10(1) ROOF OPENING <\/td>\n<\/tr>\n
304<\/td>\nFIGURE R804.3.10(2) HEADER TO TRIMMER CONNECTION
SECTION R805 CEILING FINISHES
SECTION R806 ROOF VENTILATION
SECTION R807 ATTIC ACCESS
SECTION R808 INSULATION CLEARANCE <\/td>\n<\/tr>\n
305<\/td>\nCHAPTER 9 ROOF ASSEMBLIES
SECTION R901 GENERAL
SECTION R902 ROOF CLASSIFICATION
SECTION R903 WEATHER PROTECTION
SECTION R904 MATERIALS <\/td>\n<\/tr>\n
306<\/td>\nFIGURE R903.5 HAIL EXPOSURE MAP <\/td>\n<\/tr>\n
307<\/td>\nSECTION R905 REQUIREMENTS FOR ROOF COVERINGS <\/td>\n<\/tr>\n
308<\/td>\nTABLE R905.2.8.2 VALLEY LINING MATERIAL <\/td>\n<\/tr>\n
309<\/td>\nTABLE R905.3.7 CLAY AND CONCRETE TILE ATTACHMENT <\/td>\n<\/tr>\n
310<\/td>\nTABLE R905.6.5 SLATE SHINGLE HEADLAP
TABLE R905.7.4 WOOD SHINGLE MATERIAL REQUIREMENTS <\/td>\n<\/tr>\n
311<\/td>\nTABLE R905.7.5 WOOD SHINGLE WEATHER EXPOSURE AND ROOF SLOPE
TABLE R905.8.5 WOOD SHAKE MATERIAL REQUIREMENTS <\/td>\n<\/tr>\n
312<\/td>\nTABLE R905.8.6 WOOD SHAKE WEATHER EXPOSURE AND ROOF SLOPE <\/td>\n<\/tr>\n
313<\/td>\nTABLE R905.9.2 BUILT-UP ROOFING MATERIAL STANDARDS
TABLE R905.10.3(1) METAL ROOF COVERINGS STANDARDS <\/td>\n<\/tr>\n
314<\/td>\nTABLE R905.10.3(2) MINIMUM CORROSION RESISTANCE
TABLE R905.11.2 MODIFIED BITUMEN ROOFING MATERIAL STANDARDS <\/td>\n<\/tr>\n
315<\/td>\nSECTION R906 ROOF INSULATION
TABLE R906.2 MATERIAL STANDARDS FOR ROOF INSULATION
SECTION R907 REROOFING <\/td>\n<\/tr>\n
317<\/td>\nCHAPTER 10 CHIMNEYS AND FIREPLACES
SECTION R1001 MASONRY FIREPLACES <\/td>\n<\/tr>\n
318<\/td>\nTABLE R1001.1 SUMMARY OF REQUIREMENTS FOR MASONRY FIREPLACES AND CHIMNEYS <\/td>\n<\/tr>\n
319<\/td>\nFIGURE R1001.1 FIREPLACE AND CHIMNEY DETAILS <\/td>\n<\/tr>\n
320<\/td>\nFIGURE R1001.11 CLEARANCE FROM COMBUSTIBLES <\/td>\n<\/tr>\n
321<\/td>\nSECTION R1002 MASONRY HEATERS
SECTION R1003 MASONRY CHIMNEYS <\/td>\n<\/tr>\n
323<\/td>\nTABLE R1003.14(1) NET CROSS\u2013SECTIONAL AREA OF ROUND FLUE SIZESa
TABLE R1003.14(2) NET CROSS\u2013SECTIONAL AREA OF SQUARE ANDRECTANGULAR FLUE SIZE <\/td>\n<\/tr>\n
324<\/td>\nFIGURE R1003.15.2 FLUE SIZES FOR MASONRY CHIMNEYS <\/td>\n<\/tr>\n
325<\/td>\nFIGURE R1003.18 CLEARANCE FROM COMBUSTIBLES
TABLE R1003.20 CRICKET DIMENSIONS
SECTION R1004 FACTORY-BUILT FIREPLACES
SECTION R1005 FACTORY-BUILT CHIMNEYS <\/td>\n<\/tr>\n
326<\/td>\nFIGURE R1003.20 CHIMNEY CRICKET
SECTION R1006 EXTERIOR AIR SUPPLY <\/td>\n<\/tr>\n
327<\/td>\nPART IV \u2014 ENERGY CONSERVATION
CHAPTER 11 ENERGY <\/td>\n<\/tr>\n
329<\/td>\nPART V \u2014 MECHANICAL
CHAPTER 12 MECHANICAL <\/td>\n<\/tr>\n
331<\/td>\nPART VII \u2014 PLUMBING
CHAPTER 25 PLUMBING <\/td>\n<\/tr>\n
333<\/td>\nPART VIII \u2014 ELECTRICAL
CHAPTER 34 ELECTRICAL <\/td>\n<\/tr>\n
335<\/td>\nPart IX\u2014REFERENCED STANDARDS
CHAPTER 43 REFERENCED STANDARDS
AAMA
ACI
ACCA
AFPA <\/td>\n<\/tr>\n
336<\/td>\nAHA
AISI
AITC
ANSI <\/td>\n<\/tr>\n
337<\/td>\nAPA
ASCE <\/td>\n<\/tr>\n
338<\/td>\nASHRAE
ASME <\/td>\n<\/tr>\n
339<\/td>\nASSE
ASTM <\/td>\n<\/tr>\n
346<\/td>\nAWS
AWPA
AWWA
CGSB <\/td>\n<\/tr>\n
347<\/td>\nCISPI
CPSC
CSA <\/td>\n<\/tr>\n
348<\/td>\nCSSB
DASMA
DOC <\/td>\n<\/tr>\n
349<\/td>\nDOTn
FEMA
FM
GA
HPVA
ICC <\/td>\n<\/tr>\n
350<\/td>\nISO
MSS
NAIMA
NCMA
NFPA <\/td>\n<\/tr>\n
351<\/td>\nNFRC
NSF
SAE
SMACNA
TMS
TPI <\/td>\n<\/tr>\n
352<\/td>\nUL
ULC <\/td>\n<\/tr>\n
353<\/td>\nWDMA <\/td>\n<\/tr>\n
355<\/td>\nAPPENDIX A SAMPLE ADOPTION ORDINANCES
SAMPLE ADOPTION ORDINANCES <\/td>\n<\/tr>\n
357<\/td>\nSELF-PERPETUATING SAMPLE ORDINANCE – EXAMPLE <\/td>\n<\/tr>\n
358<\/td>\nACCESSIBILITY ORDINANCE – EXAMPLE <\/td>\n<\/tr>\n
359<\/td>\nAPPENDIX B SAMPLE FEE SCHEDULES <\/td>\n<\/tr>\n
363<\/td>\nAPPENDIX C GUIDELINES FOR SPECIAL INSPECTIONS AND TESTING <\/td>\n<\/tr>\n
365<\/td>\nAPPENDIX D MISCELLANEOUS STATUTES RELATED TOSTATE BUILDING CODE ADMINISTRATION <\/td>\n<\/tr>\n
385<\/td>\nAPPENDIX E STATUTORY HOUSING WARRANTIES <\/td>\n<\/tr>\n
389<\/td>\nAPPENDIX F DOCUMENT AND AGENCY RESOURCES <\/td>\n<\/tr>\n
393<\/td>\nINDEX <\/td>\n<\/tr>\n<\/table>\n","protected":false},"excerpt":{"rendered":"

Minnesota Residential 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>\n2007<\/td>\n400<\/td>\n<\/tr>\n<\/tbody>\n<\/table>\n","protected":false},"featured_media":26062,"template":"","meta":{"rank_math_lock_modified_date":false,"ep_exclude_from_search":false},"product_cat":[2717],"product_tag":[],"class_list":{"0":"post-26061","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\/26061","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\/26062"}],"wp:attachment":[{"href":"https:\/\/pdfstandards.shop\/wp-json\/wp\/v2\/media?parent=26061"}],"wp:term":[{"taxonomy":"product_cat","embeddable":true,"href":"https:\/\/pdfstandards.shop\/wp-json\/wp\/v2\/product_cat?post=26061"},{"taxonomy":"product_tag","embeddable":true,"href":"https:\/\/pdfstandards.shop\/wp-json\/wp\/v2\/product_tag?post=26061"}],"curies":[{"name":"wp","href":"https:\/\/api.w.org\/{rel}","templated":true}]}}