{"id":449301,"date":"2024-10-20T09:01:48","date_gmt":"2024-10-20T09:01:48","guid":{"rendered":"https:\/\/pdfstandards.shop\/product\/uncategorized\/wa-stateresidentialcode-2021-1stptg\/"},"modified":"2024-10-26T16:53:52","modified_gmt":"2024-10-26T16:53:52","slug":"wa-stateresidentialcode-2021-1stptg","status":"publish","type":"product","link":"https:\/\/pdfstandards.shop\/product\/publishers\/wa\/wa-stateresidentialcode-2021-1stptg\/","title":{"rendered":"WA StateResidentialCode 2021 1stptg"},"content":{"rendered":"

This is a fully integrated code based on the 2021 International Residential Code<\/p>\n

PDF Catalog<\/h4>\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n
PDF Pages<\/th>\nPDF Title<\/th>\n<\/tr>\n
1<\/td>\n2021 WASHINGTON STATE RESIDENTIAL CODE FOR ONE-AND TWO- FAMILY DWELLINGS BASED ON THE 2021 INTERNATIONAL RESIDENTIAL CODE\u00ae <\/td>\n<\/tr>\n
2<\/td>\n2021 WASHINGTON STATE RESIDENTIAL CODE \u00a9 <\/td>\n<\/tr>\n
3<\/td>\nCOPYRIGHT <\/td>\n<\/tr>\n
4<\/td>\nPREFACE <\/td>\n<\/tr>\n
10<\/td>\nEFFECTIVE USE OF THE INTERNATIONAL RESIDENTIAL CODE <\/td>\n<\/tr>\n
12<\/td>\nARRANGEMENT AND FORMAT OF THE 2021 IRC <\/td>\n<\/tr>\n
24<\/td>\nTABLE OF CONTENTS <\/td>\n<\/tr>\n
32<\/td>\nPART I-ADMINISTRATIVE
CHAPTER 1 SCOPE AND ADMINISTRATION
PART 1\u2014SCOPE AND APPLICATION
WAC 51-51-001 AUTHORITY
WAC 51-51-002 PURPOSE
WAC 51-51-003 INTERNATIONAL RESIDENTIAL CODE
WAC 51-51-007 EXCEPTIONS
WAC 51-51-008 IMPLEMENTATION
SECTION R101 SCOPE AND GENERAL REQUIREMENTS <\/td>\n<\/tr>\n
33<\/td>\nSECTION R102 APPLICABILITY <\/td>\n<\/tr>\n
34<\/td>\nPART 2\u2014ADMINISTRATION AND ENFORCEMENT
SECTION R103 DEPARTMENT OF BUILDING SAFETY
SECTION R104 DUTIES AND POWERS OF THE BUILDING OFFICIAL <\/td>\n<\/tr>\n
36<\/td>\nSECTION R105 PERMITS <\/td>\n<\/tr>\n
38<\/td>\nSECTION R106 CONSTRUCTION DOCUMENTS <\/td>\n<\/tr>\n
39<\/td>\nSECTION R107 TEMPORARY STRUCTURES AND USES
SECTION R108 FEES
SECTION R109 INSPECTIONS <\/td>\n<\/tr>\n
40<\/td>\nSECTION R110 CERTIFICATE OF OCCUPANCY <\/td>\n<\/tr>\n
41<\/td>\nSECTION R111 SERVICE UTILITIES
SECTION R112 BOARD OF APPEALS
SECTION R113 VIOLATIONS <\/td>\n<\/tr>\n
42<\/td>\nSECTION R114 STOP WORK ORDER <\/td>\n<\/tr>\n
44<\/td>\nPART II-DEFINITIONS
CHAPTER 2 DEFINITIONS
SECTION R201 GENERAL
SECTION R202 DEFINITIONS <\/td>\n<\/tr>\n
64<\/td>\nPART III-BUILDING PLANNING AND CONSTRUCTION
CHAPTER 3 BUILDING PLANNING
SECTION R301 DESIGN CRITERIA <\/td>\n<\/tr>\n
66<\/td>\nTABLE R301.2 CLIMATIC AND GEOGRAPHIC DESIGN CRITERIA <\/td>\n<\/tr>\n
67<\/td>\nFIGURE R301.2(1) WEATHERING PROBABILITY MAP FOR CONCRETEa, b <\/td>\n<\/tr>\n
68<\/td>\nFIGURE R301.2(2) ULTIMATE DESIGN WIND SPEEDS <\/td>\n<\/tr>\n
69<\/td>\nFIGURE R301.2(3) GROUND SNOW LOADS, Pg, FOR THE UNITED STATES (lb\/ft2) <\/td>\n<\/tr>\n
70<\/td>\nFIGURE R301.2(4) GROUND SNOW LOADS, Pg, FOR THE UNITED STATES (lb\/ft2) <\/td>\n<\/tr>\n
71<\/td>\nFIGURE R301.2.1 COMPONENT AND CLADDING PRESSURE ZONES <\/td>\n<\/tr>\n
72<\/td>\nTABLE R301.2.1(1) COMPONENT AND CLADDING LOADS FOR A BUILDING WITH A MEAN ROOF HEIGHT OF 30 FEET LOCATED IN EXPOSURE B (ASD) (psf)a, b, c, d, e, f, g <\/td>\n<\/tr>\n
73<\/td>\nTABLE R301.2.1(1)\u2014continued COMPONENT AND CLADDING LOADS FOR A BUILDING WITH A MEAN ROOF HEIGHT OF 30 FEET LOCATED IN EXPOSURE B (ASD) (psf) a, b, c, d, e, f, g <\/td>\n<\/tr>\n
74<\/td>\nTABLE R301.2.1(1)\u2014continued COMPONENT AND CLADDING LOADS FOR A BUILDING WITH A MEAN ROOF HEIGHT OF 30 FEET LOCATED IN EXPOSURE B (ASD) (psf) a, b, c, d, e, f, g <\/td>\n<\/tr>\n
75<\/td>\nTABLE R301.2.1(2) HEIGHT AND EXPOSURE ADJUSTMENT COEFFICIENTS FOR Table R301.2.1(1)
TABLE R301.2.1.2 WINDBORNE DEBRIS PROTECTION FASTENING SCHEDULE FOR WOOD STRUCTURAL PANELSa, b, c, d
TABLE R301.2.1.3 WIND SPEED CONVERSIONSa <\/td>\n<\/tr>\n
76<\/td>\nFIGURE R301.2.1.1 REGIONS WHERE WIND DESIGN IS REQUIRED <\/td>\n<\/tr>\n
78<\/td>\nTABLE R301.2.1.5.1 ULTIMATE DESIGN WIND SPEED MODIFICATION FOR TOPOGRAPHIC WIND EFFECTa, b
FIGURE R301.2.1.5.1(1) TOPOGRAPHIC FEATURES FOR WIND SPEED-UP EFFECT
FIGURE R301.2.1.5.1(2) ILLUSTRATION OF WHERE ON A TOPOGRAPHIC FEATURE, WIND SPEED INCREASE IS APPLIED <\/td>\n<\/tr>\n
79<\/td>\nFIGURE R301.2.1.5.1(3) UPWIND OBSTRUCTION <\/td>\n<\/tr>\n
80<\/td>\nFIGURE R301.2.2.1(1) SEISMIC DESIGN CATEGORIES\u2014ALASKAa <\/td>\n<\/tr>\n
81<\/td>\nFIGURE R301.2.2.1(2) SEISMIC DESIGN CATEGORIES\u2014HAWAIIa <\/td>\n<\/tr>\n
82<\/td>\nFIGURE R301.2.2.1(3) SEISMIC DESIGN CATEGORIES\u2014PUERTO RICOa <\/td>\n<\/tr>\n
83<\/td>\nFIGURE R301.2.2.1(4) SEISMIC DESIGN CATEGORIES\u2014NORTHERN MARIANA ISLANDS AND AMERICAN SAMOAa <\/td>\n<\/tr>\n
84<\/td>\nFIGURE R301.2.2.1(5) SEISMIC DESIGN CATEGORIES\u2014UNITED STATESa <\/td>\n<\/tr>\n
85<\/td>\nFIGURE R301.2.2.1(6) SEISMIC DESIGN CATEGORIES\u2014UNITED STATESa <\/td>\n<\/tr>\n
86<\/td>\nFIGURE R301.2.2.1.1(1) ALTERNATE SEISMIC DESIGN CATEGORIES\u2014ALASKAa <\/td>\n<\/tr>\n
87<\/td>\nFIGURE R301.2.2.1.1(2) ALTERNATE SEISMIC DESIGN CATEGORIES\u2014HAWAIIa <\/td>\n<\/tr>\n
88<\/td>\nFIGURE R301.2.2.1.1(3) ALTERNATE SEISMIC DESIGN CATEGORIES\u2014PUERTO RICOa <\/td>\n<\/tr>\n
89<\/td>\nFIGURE R301.2.2.1.1(4) ALTERNATE SEISMIC DESIGN CATEGORIES\u2014NORTHERN MARIANA ISLANDS AND AMERICAN SAMOAa <\/td>\n<\/tr>\n
90<\/td>\nFIGURE R301.2.2.1.1(5) ALTERNATE SEISMIC DESIGN CATEGORIES\u2014UNITED STATESa <\/td>\n<\/tr>\n
91<\/td>\nFIGURE R301.2.2.1.1(6) ALTERNATE SEISMIC DESIGN CATEGORIES\u2014UNITED STATESa <\/td>\n<\/tr>\n
92<\/td>\nTABLE R301.2.2.1.1 SEISMIC DESIGN CATEGORY DETERMINATION <\/td>\n<\/tr>\n
95<\/td>\nTABLE R301.5 MINIMUM UNIFORMLY DISTRIBUTED LIVE LOADS (in pounds per square foot) <\/td>\n<\/tr>\n
96<\/td>\nTABLE R301.6 MINIMUM ROOF LIVE LOADS IN POUNDS-FORCE PER SQUARE FOOT OF HORIZONTAL PROJECTION
TABLE R301.7 ALLOWABLE DEFLECTION OF STRUCTURAL MEMBERSb, c
SECTION R302 FIRE-RESISTANT CONSTRUCTION <\/td>\n<\/tr>\n
97<\/td>\nTABLE R302.1(1) EXTERIOR WALLS
TABLE R302.1(2) EXTERIOR WALLS\u2014DWELLINGS WITH FIRE SPRINKLERS <\/td>\n<\/tr>\n
98<\/td>\nFIGURE R302.2(1) EXTENDED TOWNHOUSE SEPARATION WALL
FIGURE R302.2(2) TOWNHOUSE SEPARATION OVERHANG PROTECTION <\/td>\n<\/tr>\n
100<\/td>\nTABLE R302.3.5 DWELLING-SHARED ACCESSORY ROOM SEPARATION <\/td>\n<\/tr>\n
101<\/td>\nTABLE R302.6 DWELLING-GARAGE SEPARATION <\/td>\n<\/tr>\n
104<\/td>\nSECTION R303 LIGHT, VENTILATION AND HEATING <\/td>\n<\/tr>\n
105<\/td>\nSECTION R304 MINIMUM ROOM AREAS
SECTION R305 CEILING HEIGHT
SECTION R306 SANITATION <\/td>\n<\/tr>\n
106<\/td>\nSECTION R307 TOILET, BATH AND SHOWER SPACES
SECTION R308 GLAZING <\/td>\n<\/tr>\n
107<\/td>\nFIGURE R307.1 MINIMUM FIXTURE CLEARANCES <\/td>\n<\/tr>\n
108<\/td>\nTABLE R308.3.1(1) MINIMUM CATEGORY CLASSIFICATION OF GLAZING USING CPSC 16 CFR 1201
TABLE R308.3.1(2) MINIMUM CATEGORY CLASSIFICATION OF GLAZING USING ANSI Z97.1 <\/td>\n<\/tr>\n
109<\/td>\nFIGURE R308.4.7 HAZARDOUS GLAZING LOCATIONS AT BOTTOM STAIR LANDINGS <\/td>\n<\/tr>\n
110<\/td>\nSECTION R309 GARAGES AND CARPORTS
SECTION R310 EMERGENCY ESCAPE AND RESCUE OPENINGS <\/td>\n<\/tr>\n
112<\/td>\nSECTION R311 MEANS OF EGRESS <\/td>\n<\/tr>\n
116<\/td>\nSECTION R312 GUARDS AND WINDOW FALL PROTECTION
SECTION R313 AUTOMATIC FIRE SPRINKLER SYSTEMS <\/td>\n<\/tr>\n
117<\/td>\nSECTION R314 SMOKE ALARMS AND HEAT DETECTION <\/td>\n<\/tr>\n
118<\/td>\nSECTION R315 CARBON MONOXIDE ALARMS <\/td>\n<\/tr>\n
119<\/td>\nSECTION R316 FOAM PLASTIC <\/td>\n<\/tr>\n
121<\/td>\nSECTION R317 PROTECTION OF WOOD AND WOOD-BASED PRODUCTS AGAINST DECAY <\/td>\n<\/tr>\n
122<\/td>\nSECTION R318 PROTECTION AGAINST SUBTERRANEAN TERMITES <\/td>\n<\/tr>\n
123<\/td>\nSECTION R319 SITE ADDRESS
SECTION R320 ACCESSIBILITY
SECTION R321 ELEVATORS AND PLATFORM LIFTS
SECTION R322 FLOOD-RESISTANT CONSTRUCTION <\/td>\n<\/tr>\n
124<\/td>\nFIGURE R318.4 TERMITE INFESTATION PROBABILITY MAP <\/td>\n<\/tr>\n
128<\/td>\nSECTION R323 STORM SHELTERS <\/td>\n<\/tr>\n
129<\/td>\nSECTION R324 SOLAR ENERGY SYSTEMS <\/td>\n<\/tr>\n
130<\/td>\nSECTION R325 MEZZANINES <\/td>\n<\/tr>\n
131<\/td>\nSECTION R326 HABITABLE ATTICS
SECTION R327 SWIMMING POOLS, SPAS AND HOT TUBS
SECTION R328 ENERGY STORAGE SYSTEMS <\/td>\n<\/tr>\n
132<\/td>\nSECTION R329 STATIONARY ENGINE GENERATORS
SECTION R330 ADULT FAMILY HOMES <\/td>\n<\/tr>\n
134<\/td>\nSECTION R331 FAMILY HOME CHILD CARE
SECTION R332 PROTECTION AGAINST RADON <\/td>\n<\/tr>\n
135<\/td>\nSECTION R333 LOFTS
SECTION R334 STATIONARY FUEL CELL POWER SYSTEMS <\/td>\n<\/tr>\n
136<\/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
137<\/td>\nTABLE R402.2 MINIMUM SPECIFIED COMPRESSIVE STRENGTH OF CONCRETE
SECTION R403 FOOTINGS <\/td>\n<\/tr>\n
138<\/td>\nTABLE R403.1(1) MINIMUM WIDTH AND THICKNESS FOR CONCRETE FOOTINGS FOR LIGHT-FRAME CONSTRUCTION (inches)a, b, c, d <\/td>\n<\/tr>\n
139<\/td>\nTABLE R403.1(2) MINIMUM WIDTH AND THICKNESS FOR CONCRETE FOOTINGS FOR LIGHT-FRAME CONSTRUCTION WITH BRICK VENEER OR LATH AND PLASTER (inches)a, b, c, d <\/td>\n<\/tr>\n
140<\/td>\nTABLE R403.1(3) MINIMUM WIDTH AND THICKNESS FOR CONCRETE FOOTINGS WITH CAST-IN-PLACE CONCRETE OR PARTIALLY GROUTED MASONRY WALL CONSTRUCTION (inches)a, b, c, d <\/td>\n<\/tr>\n
141<\/td>\nFIGURE R403.1(1) PLAIN CONCRETE FOOTINGS WITH MASONRY AND CONCRETE STEM WALLS IN SEISMIC DESIGN CATEGORIES A, B AND Ca, b, c, d, e, f <\/td>\n<\/tr>\n
142<\/td>\nFIGURE R403.1(2) PERMANENT WOOD FOUNDATION BASEMENT WALL SECTION
FIGURE R403.1(3) PERMANENT WOOD FOUNDATION CRAWL SPACE SECTION <\/td>\n<\/tr>\n
144<\/td>\nFIGURE R403.1.1(1) ALTERNATIVE MINIMUM FOOTING SIZE FOR LIGHT-FRAME CONSTRUCTION a, b, c, d, e, f, g, h, i <\/td>\n<\/tr>\n
145<\/td>\nFIGURE R403.1.1(2) ALTERNATIVE MINIMUM FOOTING SIZE FOR LIGHT-FRAME CONSTRUCTION a, b, c, d, e, f, g, h, i <\/td>\n<\/tr>\n
146<\/td>\nFIGURE R403.1.1(3) ALTERNATIVE MINIMUM FOOTING SIZE FOR LIGHT-FRAME CONSTRUCTION a, b, c, d, e, f, g, h, i <\/td>\n<\/tr>\n
147<\/td>\nFIGURE R403.1.1(4) ALTERNATIVE MINIMUM FOOTING SIZE FOR LIGHT-FRAME CONSTRUCTION a, b, c, d, e, f, g, h, i <\/td>\n<\/tr>\n
148<\/td>\nFIGURE R403.1.3 REINFORCED CONCRETE FOOTINGS AND MASONRY AND CONCRETE STEM WALLS IN SDC D 0, D1 AND D2a, b, c, d, e, f <\/td>\n<\/tr>\n
150<\/td>\nFIGURE R403.1.7.1 FOUNDATION CLEARANCE FROM SLOPES <\/td>\n<\/tr>\n
151<\/td>\nFIGURE R403.3(1) INSULATION PLACEMENT FOR FROST-PROTECTED FOOTINGS IN HEATED BUILDINGS <\/td>\n<\/tr>\n
152<\/td>\nFIGURE R403.3(2) AIR-FREEZING INDEX AN ESTIMATE OF THE 100-YEAR RETURN PERIOD <\/td>\n<\/tr>\n
153<\/td>\nTABLE R403.3(1) MINIMUM FOOTING DEPTH AND INSULATION REQUIREMENTS FOR FROST-PROTECTED FOOTINGS IN HEATED BUILDINGSa
TABLE R403.3(2) AIR-FREEZING INDEX FOR US LOCATIONS BY COUNTY <\/td>\n<\/tr>\n
154<\/td>\nTABLE R403.3(2)\u2014continued AIR-FREEZING INDEX FOR US LOCATIONS BY COUNTY <\/td>\n<\/tr>\n
155<\/td>\nTABLE R403.3(2)\u2014continued AIR-FREEZING INDEX FOR US LOCATIONS BY COUNTY <\/td>\n<\/tr>\n
156<\/td>\nTABLE R403.3(2)\u2014continued AIR-FREEZING INDEX FOR US LOCATIONS BY COUNTY <\/td>\n<\/tr>\n
157<\/td>\nTABLE R403.3(2)\u2014continued AIR-FREEZING INDEX FOR US LOCATIONS BY COUNTY <\/td>\n<\/tr>\n
158<\/td>\nTABLE R403.3(2)\u2014continued AIR-FREEZING INDEX FOR US LOCATIONS BY COUNTY
FIGURE R403.3(3) INSULATION PLACEMENT FOR FROST-PROTECTED FOOTINGS ADJACENT TO UNHEATED SLAB-ON-GROUND STRUCTURE <\/td>\n<\/tr>\n
159<\/td>\nFIGURE R403.3(4) INSULATION PLACEMENT FOR FROST-PROTECTED FOOTINGS ADJACENT TO HEATED STRUCTURE <\/td>\n<\/tr>\n
160<\/td>\nFIGURE R403.4(1) BASEMENT OR CRAWL SPACE WITH PRECAST FOUNDATION WALL BEARING ON CRUSHED STONE
FIGURE R403.4(2) BASEMENT OR CRAWL SPACE WITH PRECAST FOUNDATION WALL ON SPREAD FOOTING <\/td>\n<\/tr>\n
161<\/td>\nTABLE R403.4 MINIMUM DEPTH (D) AND WIDTH (W) OF CRUSHED STONE FOOTINGSa, b (inches)
SECTION R404 FOUNDATION AND RETAINING WALLS <\/td>\n<\/tr>\n
162<\/td>\nTABLE R404.1.1(1) PLAIN MASONRY FOUNDATION WALLSf <\/td>\n<\/tr>\n
163<\/td>\nTABLE R404.1.1(2) 8-INCH MASONRY FOUNDATION WALLS WITH REINFORCING WHERE d \u2265 5 INCHESa, c, f <\/td>\n<\/tr>\n
164<\/td>\nTABLE R404.1.1(3) 10-INCH MASONRY FOUNDATION WALLS WITH REINFORCING WHERE d \u2265 6.75 INCHESa, c, f <\/td>\n<\/tr>\n
165<\/td>\nTABLE R404.1.1(4) 12-INCH MASONRY FOUNDATION WALLS WITH REINFORCING WHERE d \u2265 8.75 INCHESa, c, f <\/td>\n<\/tr>\n
166<\/td>\nTABLE R404.1.2(1) MINIMUM HORIZONTAL REINFORCEMENTFOR CONCRETE BASEMENT WALLSa, b
TABLE R404.1.2(2) MINIMUM VERTICAL REINFORCEMENT FOR 6-INCH NOMINAL FLAT CONCRETE BASEMENT WALLSb, c, d, e, g, h, i, j, k <\/td>\n<\/tr>\n
167<\/td>\nTABLE R404.1.2(3) MINIMUM VERTICAL REINFORCEMENT FOR 8-INCH (203 mm) NOMINAL FLAT CONCRETE BASEMENT WALLSb, c, d, e, f, h, i, j <\/td>\n<\/tr>\n
168<\/td>\nTABLE R404.1.2(4) MINIMUM VERTICAL REINFORCEMENT FOR 10-INCH NOMINAL FLAT CONCRETE BASEMENT WALLSb, c, d, e, f, h, i, j <\/td>\n<\/tr>\n
169<\/td>\nTABLE R404.1.2(5) MINIMUM VERTICAL WALL REINFORCEMENT FOR 6-INCH WAFFLE-GRID BASEMENT WALLSb, c, d, e, g, h, i, j <\/td>\n<\/tr>\n
170<\/td>\nTABLE R404.1.2(6) MINIMUM VERTICAL REINFORCEMENT FOR 8-INCH WAFFLE-GRID BASEMENT WALLSb, c, d, e, f, h, i, j, k <\/td>\n<\/tr>\n
171<\/td>\nTABLE R404.1.2(7) MINIMUM VERTICAL REINFORCEMENT FOR 6-INCH (152 mm) SCREEN-GRID BASEMENT WALLSb, c, d, e, g, h, i, j <\/td>\n<\/tr>\n
172<\/td>\nTABLE R404.1.2(8) MINIMUM VERTICAL REINFORCEMENT FOR 6-, 8-, 10- AND 12-INCH NOMINAL FLAT BASEMENT WALLSb, c, d, e, f, h, i, k, n, o <\/td>\n<\/tr>\n
173<\/td>\nTABLE R404.1.2(9) MINIMUM SPACING FOR ALTERNATE BAR SIZE AND ALTERNATE GRADE OF STEELa, b, c <\/td>\n<\/tr>\n
178<\/td>\nFIGURE R404.1.5.3 FOUNDATION WALL CLAY MASONRY CURTAIN WALL WITH CONCRETE MASONRY PIERS <\/td>\n<\/tr>\n
180<\/td>\nTABLE R404.2.3 PLYWOOD GRADE AND THICKNESS FOR WOOD FOUNDATION CONSTRUCTION (30 pcf equivalent-fluid weight soil pressure) <\/td>\n<\/tr>\n
181<\/td>\nSECTION R405 FOUNDATION DRAINAGE
TABLE R405.1 PROPERTIES OF SOILS CLASSIFIED ACCORDING TO THE UNIFIED SOIL CLASSIFICATION SYSTEM <\/td>\n<\/tr>\n
182<\/td>\nSECTION R406 FOUNDATION WATERPROOFINGAND DAMPPROOFING <\/td>\n<\/tr>\n
183<\/td>\nSECTION R407 COLUMNS
SECTION R408 UNDER-FLOOR SPACE <\/td>\n<\/tr>\n
186<\/td>\nCHAPTER 5 FLOORS
SECTION R501 GENERAL
SECTION R502 WOOD FLOOR FRAMING <\/td>\n<\/tr>\n
187<\/td>\nFIGURE R502.2 FLOOR CONSTRUCTION <\/td>\n<\/tr>\n
188<\/td>\nTABLE R502.3.1(1) FLOOR JOIST SPANS FOR COMMON LUMBER SPECIES (Residential sleeping areas, live load = 30 psf, L\/\u0394 = 360)a <\/td>\n<\/tr>\n
189<\/td>\nTABLE R502.3.1(1)\u2014continued FLOOR JOIST SPANS FOR COMMON LUMBER SPECIES (Residential sleeping areas, live load = 30 psf, L\/\u0394 = 360)a <\/td>\n<\/tr>\n
190<\/td>\nTABLE R502.3.1(2) FLOOR JOIST SPANS FOR COMMON LUMBER SPECIES (Residential living areas, live load = 40 psf, L\/\u0394 = 360)b <\/td>\n<\/tr>\n
191<\/td>\nTABLE R502.3.1(2)\u2014continued FLOOR JOIST SPANS FOR COMMON LUMBER SPECIES (Residential living areas, live load = 40 psf, L\/\u0394 = 360)b <\/td>\n<\/tr>\n
192<\/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 \u2264 40 psf, roof live load \u2264 20 psf) <\/td>\n<\/tr>\n
193<\/td>\nTABLE R502.3.3(2) CANTILEVER SPANS FOR FLOOR JOISTS SUPPORTING EXTERIOR BALCONYa, b, e, f <\/td>\n<\/tr>\n
194<\/td>\nFIGURE R502.8 CUTTING, NOTCHING AND DRILLING <\/td>\n<\/tr>\n
195<\/td>\nSECTION R503 FLOOR SHEATHING
TABLE R503.1 MINIMUM THICKNESS OF LUMBER FLOOR SHEATHING <\/td>\n<\/tr>\n
196<\/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
TABLE R503.2.1.1(2) ALLOWABLE SPANS FOR SANDED PLYWOOD COMBINATION SUBFLOOR UNDERLAYMENTa <\/td>\n<\/tr>\n
197<\/td>\nSECTION R504 PRESSURE PRESERVATIVE-TREATED WOOD FLOORS (ON GROUND)
SECTION R505 COLD-FORMED STEEL FLOOR FRAMING <\/td>\n<\/tr>\n
198<\/td>\nTABLE R505.3.1(1) FLOOR-TO-FOUNDATION OR BEARING WALL CONNECTION REQUIREMENTSa, b <\/td>\n<\/tr>\n
199<\/td>\nTABLE R505.3.1(2) FLOOR FASTENING SCHEDULEa
FIGURE R505.3.1(1) FLOOR-TO-EXTERIOR LOAD-BEARING WALL STUD CONNECTION <\/td>\n<\/tr>\n
200<\/td>\nFIGURE R505.3.1(2) FLOOR-TO-WOOD-SILL CONNECTION
FIGURE R505.3.1(3) FLOOR-TO-FOUNDATION CONNECTION <\/td>\n<\/tr>\n
201<\/td>\nFIGURE R505.3.1(4) CANTILEVERED FLOOR-TO-FOUNDATION CONNECTION
FIGURE R505.3.1(5) CANTILEVERED FLOOR-TO-WOOD-SILL CONNECTION <\/td>\n<\/tr>\n
202<\/td>\nFIGURE R505.3.1(6) CANTILEVERED FLOOR TO EXTERIOR LOAD-BEARING WALL CONNECTION
FIGURE R505.3.1(7) CONTINUOUS SPAN JOIST SUPPORTED ON INTERIOR LOAD-BEARING WALL <\/td>\n<\/tr>\n
203<\/td>\nFIGURE R505.3.1(8) LAPPED JOISTS SUPPORTED ON INTERIOR LOAD-BEARING WALL
FIGURE R505.3.1(9) BEARING STIFFENERS FOR END JOISTS <\/td>\n<\/tr>\n
204<\/td>\nTABLE R505.3.2 ALLOWABLE SPANS FOR COLD-FORMED STEEL JOISTS\u2014SINGLE OR CONTINUOUS SPANSa, b, c, d, e, f <\/td>\n<\/tr>\n
205<\/td>\nFIGURE R505.3.3.2(1) JOIST BLOCKING (SOLID)
FIGURE R505.3.3.2(2) JOIST BLOCKING (STRAP) <\/td>\n<\/tr>\n
206<\/td>\nFIGURE R505.3.4(1) BEARING STIFFENERS UNDER JAMB STUDS
SECTION R506 CONCRETE FLOORS (ON GROUND) <\/td>\n<\/tr>\n
207<\/td>\nFIGURE R505.3.4(2) BEARING STIFFENER
FIGURE R505.3.7 TRACK SPLICE <\/td>\n<\/tr>\n
208<\/td>\nFIGURE R505.3.8(1) COLD-FORMED STEEL FLOOR CONSTRUCTION\u20146-FOOT FLOOR OPENING
FIGURE R505.3.8(2) COLD-FORMED STEEL FLOOR CONSTRUCTION\u20148-FOOT FLOOR OPENING <\/td>\n<\/tr>\n
209<\/td>\nFIGURE R505.3.8(3) COLD-FORMED STEEL FLOOR CONSTRUCTION: FLOOR HEADER TO TRIMMER CONNECTION\u20146-FOOT OPENING
FIGURE R505.3.8(4) COLD-FORMED STEEL FLOOR CONSTRUCTION: FLOOR HEADER TO TRIMMER CONNECTION\u20148-FOOT OPENING <\/td>\n<\/tr>\n
210<\/td>\nSECTION R507 EXTERIOR DECKS <\/td>\n<\/tr>\n
211<\/td>\nTABLE R507.2.3 FASTENER AND CONNECTOR SPECIFICATIONS FOR DECKSa, b
FIGURE R507.3 DECK POSTS TO DECK FOOTING CONNECTION <\/td>\n<\/tr>\n
212<\/td>\nTABLE R507.3.1 MINIMUM FOOTING SIZE FOR DECKS <\/td>\n<\/tr>\n
213<\/td>\nTABLE R507.4 DECK POST HEIGHT
FIGURE R507.5 TYPICAL DECK JOIST SPANS <\/td>\n<\/tr>\n
214<\/td>\nTABLE R507.5 MAXIMUM DECK BEAM SPAN\u201460 PSF LIVE LOAD OR 70 PSF GROUND SNOW LOADc
TABLE R507.5(5) JOIST SPAN FACTORS FOR CALCULATING EFFECTIVE DECK JOIST SPAN[for use with Note j in Table R507.5] <\/td>\n<\/tr>\n
215<\/td>\nFIGURE R507.5.1(1) DECK BEAM TO DECK POST
FIGURE R507.5.1(2) NOTCHED POST-TO-BEAM CONNECTION <\/td>\n<\/tr>\n
217<\/td>\nFIGURE R507.6 TYPICAL DECK JOIST SPANS <\/td>\n<\/tr>\n
218<\/td>\nTABLE R507.6 MAXIMUM DECK JOIST SPANS
TABLE R507.7 MAXIMUM JOIST SPACING FOR WOOD DECKING
TABLE R507.9.1.3(2) PLACEMENT OF LAG SCREWS AND BOLTS IN DECK LEDGERS AND BAND JOISTS <\/td>\n<\/tr>\n
219<\/td>\nTABLE R507.9.1.3(1) DECK LEDGER CONNECTION TO BAND JOIST
FIGURE R507.9.1.3(1) PLACEMENT OF LAG SCREWS AND BOLTS IN LEDGERS <\/td>\n<\/tr>\n
220<\/td>\nFIGURE R507.9.1.3(2) PLACEMENT OF LAG SCREWS AND BOLTS IN BAND JOISTS
FIGURE R507.9.2(1) DECK ATTACHMENT FOR LATERAL LOADS <\/td>\n<\/tr>\n
221<\/td>\nFIGURE R507.9.2(2) DECK ATTACHMENT FOR LATERAL LOADS <\/td>\n<\/tr>\n
222<\/td>\nCHAPTER 6 WALL CONSTRUCTION
SECTION R601 GENERAL
SECTION R602 WOOD WALL FRAMING <\/td>\n<\/tr>\n
224<\/td>\nTABLE R602.3(1) FASTENING SCHEDULE <\/td>\n<\/tr>\n
225<\/td>\nTABLE R602.3(1)\u2014continued FASTENING SCHEDULE <\/td>\n<\/tr>\n
226<\/td>\nTABLE R602.3(1)\u2014continued FASTENING SCHEDULE <\/td>\n<\/tr>\n
227<\/td>\nTABLE R602.3(1)\u2014continued FASTENING SCHEDULE <\/td>\n<\/tr>\n
228<\/td>\nTABLE R602.3(2) ALTERNATE ATTACHMENTS TO TABLE R602.3(1) <\/td>\n<\/tr>\n
229<\/td>\nTABLE R602.3(2)\u2014continued ALTERNATE ATTACHMENTS TO TABLE R602.3(1)
TABLE R602.3(3) REQUIREMENTS FOR WOOD STRUCTURAL PANEL WALL SHEATHING USED TO RESIST WIND PRESSURESa, b, c
TABLE R602.3(4) ALLOWABLE SPANS FOR PARTICLEBOARD WALL SHEATHINGa <\/td>\n<\/tr>\n
230<\/td>\nTABLE R602.3(5) SIZE, HEIGHT AND SPACING OF WOOD STUDSa
TABLE R602.3(6) ALTERNATE WOOD BEARING WALL STUD SIZE, HEIGHT AND SPACING <\/td>\n<\/tr>\n
231<\/td>\nFIGURE R602.3(1) TYPICAL WALL, FLOOR AND ROOF FRAMING <\/td>\n<\/tr>\n
232<\/td>\nFIGURE R602.3(2) FRAMING DETAILS <\/td>\n<\/tr>\n
233<\/td>\nTABLE R602.3.2 SINGLE TOP-PLATE SPLICE CONNECTION DETAILS <\/td>\n<\/tr>\n
234<\/td>\nFIGURE R602.6.1 TOP PLATE FRAMING TO ACCOMMODATE PIPING
FIGURE R602.6(1) NOTCHING AND BORED HOLE LIMITATIONS FOR EXTERIOR WALLS AND BEARING WALLS <\/td>\n<\/tr>\n
235<\/td>\nFIGURE R602.6(2) NOTCHING AND BORED HOLE LIMITATIONS FOR INTERIOR NONBEARING WALLS <\/td>\n<\/tr>\n
236<\/td>\nTABLE R602.7.5 MINIMUM NUMBER OF FULL-HEIGHT STUDSAT EACH END OF HEADERS IN EXTERIOR WALLSa <\/td>\n<\/tr>\n
237<\/td>\nTABLE R602.7(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
238<\/td>\nTABLE R602.7(1)\u2014continued 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
239<\/td>\nTABLE R602.7(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)
TABLE R602.7(3) GIRDER AND HEADER SPANSa FOR OPEN PORCHES (Maximum span for Douglas fir-larch, hem-fir, Southern pine and spruce-pine-firb) <\/td>\n<\/tr>\n
240<\/td>\nFIGURE R602.7.1(1) SINGLE-MEMBER HEADER IN EXTERIOR BEARING WALL
FIGURE R602.7.1(2) ALTERNATIVE SINGLE-MEMBER HEADER WITHOUT CRIPPLE
FIGURE R602.7.2 RIM BOARD HEADER CONSTRUCTION <\/td>\n<\/tr>\n
241<\/td>\nTABLE R602.7.3 MAXIMUM SPANS FOR WOOD STRUCTURAL PANEL BOX HEADERSa
FIGURE R602.7.3 TYPICAL WOOD STRUCTURAL PANEL BOX HEADER CONSTRUCTION <\/td>\n<\/tr>\n
242<\/td>\nFIGURE R602.10.1.1 BRACED WALL LINES
TABLE R602.10.1.3 BRACED WALL LINE SPACING <\/td>\n<\/tr>\n
243<\/td>\nFIGURE R602.10.1.4 ANGLED WALLS <\/td>\n<\/tr>\n
244<\/td>\nFIGURE R602.10.2.2 LOCATION OF BRACED WALL PANELS <\/td>\n<\/tr>\n
245<\/td>\nTABLE R602.10.3(1) BRACING REQUIREMENTS BASED ON WIND SPEED <\/td>\n<\/tr>\n
246<\/td>\nTABLE R602.10.3(1)\u2014continued BRACING REQUIREMENTS BASED ON WIND SPEED <\/td>\n<\/tr>\n
247<\/td>\nTABLE R602.10.3(1)\u2014continued BRACING REQUIREMENTS BASED ON WIND SPEED <\/td>\n<\/tr>\n
248<\/td>\nTABLE R602.10.3(2) WIND ADJUSTMENT FACTORS TO THE REQUIRED LENGTH OF WALL BRACING <\/td>\n<\/tr>\n
249<\/td>\nTABLE R602.10.3(3) BRACING REQUIREMENTS BASED ON SEISMIC DESIGN CATEGORY <\/td>\n<\/tr>\n
250<\/td>\nTABLE R602.10.3(3)\u2014continued BRACING REQUIREMENTS BASED ON SEISMIC DESIGN CATEGORY <\/td>\n<\/tr>\n
251<\/td>\nTABLE R602.10.3(3)\u2014continued BRACING REQUIREMENTS BASED ON SEISMIC DESIGN CATEGORY <\/td>\n<\/tr>\n
252<\/td>\nTABLE R602.10.3(4) SEISMIC ADJUSTMENT FACTORS TO THE REQUIRED LENGTH OF WALL BRACING <\/td>\n<\/tr>\n
254<\/td>\nTABLE R602.10.4 BRACING METHODS <\/td>\n<\/tr>\n
255<\/td>\nTABLE R602.10.4\u2014continued BRACING METHODS <\/td>\n<\/tr>\n
256<\/td>\nTABLE R602.10.5 MINIMUM LENGTH OF BRACED WALL PANELS <\/td>\n<\/tr>\n
257<\/td>\nFIGURE R602.10.5 BRACED WALL PANELS WITH CONTINUOUS SHEATHING
TABLE R602.10.6.1 MINIMUM HOLD-DOWN FORCES FOR METHOD ABW BRACED WALL PANELS <\/td>\n<\/tr>\n
258<\/td>\nFIGURE R602.10.6.1 METHOD ABW\u2014ALTERNATE BRACED WALL PANEL
FIGURE R602.10.6.2 METHOD PFH\u2014PORTAL FRAME WITH HOLD-DOWNS <\/td>\n<\/tr>\n
260<\/td>\nFIGURE R602.10.6.3 METHOD PFG\u2014PORTAL FRAME AT GARAGE DOOR OPENINGS IN SEISMIC DESIGN CATEGORIES A, B AND C <\/td>\n<\/tr>\n
261<\/td>\nTABLE R602.10.6.4 TENSION STRAP CAPACITY FOR RESISTING WIND PRESSURES PERPENDICULAR TO METHODS PFH, PFG AND CS-PF BRACED WALL PANELSa <\/td>\n<\/tr>\n
262<\/td>\nFIGURE R602.10.6.4 METHOD CS-PF\u2014CONTINUOUSLY SHEATHED PORTAL FRAME PANEL CONSTRUCTION <\/td>\n<\/tr>\n
263<\/td>\nFIGURE R602.10.6.5.2 METHOD BV-WSP\u2014WALL BRACING FOR DWELLINGS WITH STONE AND MASONRY VENEER IN SEISMIC DESIGN CATEGORIES D0, D1 and D2 <\/td>\n<\/tr>\n
264<\/td>\nTABLE R602.10.6.5.4 METHOD BV-WSP WALL BRACING REQUIREMENTSd <\/td>\n<\/tr>\n
265<\/td>\nTABLE R602.10.6.5.4\u2014continued METHOD BV-WSP WALL BRACING REQUIREMENTSd <\/td>\n<\/tr>\n
266<\/td>\nFIGURE R602.10.7 END CONDITIONS FOR BRACED WALL LINES WITH CONTINUOUS SHEATHING <\/td>\n<\/tr>\n
267<\/td>\nFIGURE R602.10.8(1) BRACED WALL PANEL CONNECTION WHEN PERPENDICULAR TO FLOOR\/CEILING FRAMING <\/td>\n<\/tr>\n
268<\/td>\nFIGURE R602.10.8(2) BRACED WALL PANEL CONNECTION WHEN PARALLEL TO FLOOR\/CEILING FRAMING
FIGURE R602.10.8.2(1) BRACED WALL PANEL CONNECTIONTO PERPENDICULAR RAFTERS
FIGURE R602.10.8.2(2) BRACED WALL PANEL CONNECTION OPTION TOPERPENDICULAR RAFTERS OR ROOF TRUSSES <\/td>\n<\/tr>\n
269<\/td>\nFIGURE R602.10.8.2(3) BRACED WALL PANEL CONNECTION OPTION TO PERPENDICULAR RAFTERS OR ROOF TRUSSES <\/td>\n<\/tr>\n
270<\/td>\nFIGURE R602.10.9 MASONRY STEM WALLS SUPPORTING BRACED WALL PANELS <\/td>\n<\/tr>\n
272<\/td>\nFIGURE R602.11.2 STEPPED FOUNDATION CONSTRUCTION
FIGURE R602.12.1 RECTANGLE CIRCUMSCRIBING AN ENCLOSED BUILDING <\/td>\n<\/tr>\n
273<\/td>\nFIGURE R602.12.5 BRACING UNIT DISTRIBUTION
SECTION R603 COLD-FORMED STEEL WALL FRAMING <\/td>\n<\/tr>\n
274<\/td>\nTABLE R602.12.4 MINIMUM NUMBER OF BRACING UNITS ON EACH SIDE OF THE CIRCUMSCRIBED RECTANGLE <\/td>\n<\/tr>\n
276<\/td>\nTABLE R603.3.1 WALL TO FOUNDATION OR FLOOR CONNECTION REQUIREMENTSa, b <\/td>\n<\/tr>\n
277<\/td>\nFIGURE R603.3.1(1) WALL TO FLOOR CONNECTION
FIGURE R603.3.1(2) WALL TO FOUNDATION CONNECTION <\/td>\n<\/tr>\n
278<\/td>\nFIGURE R603.3.1(3) WALL TO WOOD SILL CONNECTION
FIGURE R603.3.1(4) WIND UPLIFT CONNECTOR <\/td>\n<\/tr>\n
279<\/td>\nTABLE R603.3.1.1(1) GABLE ENDWALL TO FLOOR CONNECTION REQUIREMENTSa, b, c
TABLE R603.3.1.1(2) GABLE ENDWALL BOTTOM TRACK TO FOUNDATION CONNECTION REQUIREMENTSa, b, c <\/td>\n<\/tr>\n
280<\/td>\nTABLE R603.3.2(1) WALL FASTENING SCHEDULEa
TABLE R603.3.2(2) 24-FOOT-WIDE BUILDING SUPPORTING ROOF AND CEILING ONLYa, b, c, d <\/td>\n<\/tr>\n
281<\/td>\nTABLE R603.3.2(3) 28-FOOT-WIDE BUILDING SUPPORTING ROOF AND CEILING ONLYa, b, c, d <\/td>\n<\/tr>\n
282<\/td>\nTABLE R603.3.2(4) 32-FOOT-WIDE BUILDING SUPPORTING ROOF AND CEILING ONLYa, b, c, d <\/td>\n<\/tr>\n
283<\/td>\nTABLE R603.3.2(5) 36-FOOT-WIDE BUILDING SUPPORTING ROOF AND CEILING ONLYa, b, c, d <\/td>\n<\/tr>\n
284<\/td>\nTABLE R603.3.2(6) 40-FOOT-WIDE BUILDING SUPPORTING ROOF AND CEILING ONLYa, b, c, d <\/td>\n<\/tr>\n
285<\/td>\nTABLE R603.3.2(7) 24-FOOT-WIDE BUILDING SUPPORTING ONE FLOOR, ROOF AND CEILINGa, b, c, d <\/td>\n<\/tr>\n
286<\/td>\nTABLE R603.3.2(8) 28-FOOT-WIDE BUILDING SUPPORTING ONE FLOOR, ROOF AND CEILINGa, b, c, d <\/td>\n<\/tr>\n
287<\/td>\nTABLE R603.3.2(9) 32-FOOT-WIDE BUILDING SUPPORTING ONE FLOOR, ROOF AND CEILINGa, b, c, d <\/td>\n<\/tr>\n
288<\/td>\nTABLE R603.3.2(10) 36-FOOT-WIDE BUILDING SUPPORTING ONE FLOOR, ROOF AND CEILINGa, b, c, d <\/td>\n<\/tr>\n
289<\/td>\nTABLE R603.3.2(11) 40-FOOT-WIDE BUILDING SUPPORTING ONE FLOOR, ROOF AND CEILINGa, b, c, d <\/td>\n<\/tr>\n
290<\/td>\nTABLE R603.3.2(12) 24-FOOT-WIDE BUILDING SUPPORTING TWO FLOORS, ROOF AND CEILINGa, b, c, d <\/td>\n<\/tr>\n
291<\/td>\nTABLE R603.3.2(13) 28-FOOT-WIDE BUILDING SUPPORTING TWO FLOORS, ROOF AND CEILINGa, b, c, d <\/td>\n<\/tr>\n
292<\/td>\nTABLE R603.3.2(14) 32-FOOT-WIDE BUILDING SUPPORTING TWO FLOORS, ROOF AND CEILINGa, b, c, d <\/td>\n<\/tr>\n
293<\/td>\nTABLE R603.3.2(15) 36-FOOT-WIDE BUILDING SUPPORTING TWO FLOORS, ROOF AND CEILINGa, b, c, d <\/td>\n<\/tr>\n
294<\/td>\nTABLE R603.3.2(16) 40-FOOT-WIDE BUILDING SUPPORTING TWO FLOORS, ROOF AND CEILINGa, b, c, d <\/td>\n<\/tr>\n
295<\/td>\nTABLE R603.3.2.1(1) ALL BUILDING WIDTHS GABLE ENDWALLS 8, 9 OR 10 FEET IN HEIGHTa, b, c, d <\/td>\n<\/tr>\n
296<\/td>\nTABLE R603.3.2.1(2) ALL BUILDING WIDTHS GABLE ENDWALLS OVER 10 FEET IN HEIGHTa, b, c, d <\/td>\n<\/tr>\n
297<\/td>\nFIGURE R603.3.3(1) STUD BRACING WITH STRAPPING ONLY
FIGURE R603.3.3(2) STUD BRACING WITH STRAPPING AND SHEATHING MATERIAL <\/td>\n<\/tr>\n
298<\/td>\nFIGURE R603.3.5 TRACK SPLICE
FIGURE R603.4 CORNER FRAMING <\/td>\n<\/tr>\n
299<\/td>\nTABLE R603.6(1) BOX-BEAM AND BACK-TO-BACK HEADER SPANSHeaders Supporting Roof and Ceiling Onlya, b, d <\/td>\n<\/tr>\n
300<\/td>\nTABLE R603.6(2) BOX-BEAM AND BACK-TO-BACK HEADER SPANSHeaders Supporting Roof and Ceiling Onlya, b, d <\/td>\n<\/tr>\n
301<\/td>\nTABLE R603.6(3) BOX-BEAM AND BACK-TO-BACK HEADER SPANSHeaders Supporting One Floor, Roof and Ceilinga, b, d <\/td>\n<\/tr>\n
302<\/td>\nTABLE R603.6(4) BOX-BEAM AND BACK-TO-BACK HEADER SPANSHeaders Supporting One Floor, Roof and Ceilinga, b, d <\/td>\n<\/tr>\n
303<\/td>\nTABLE R603.6(5) BOX-BEAM AND BACK-TO-BACK HEADER SPANSHeaders Supporting Two Floors, Roof and Ceilinga, b, d <\/td>\n<\/tr>\n
304<\/td>\nTABLE R603.6(6) BOX-BEAM AND BACK-TO-BACK HEADER SPANSHeaders Supporting Two Floors, Roof and Ceilinga, b, d <\/td>\n<\/tr>\n
305<\/td>\nFIGURE R603.6(1) BOX BEAM HEADER
FIGURE R603.6(2) BACK-TO-BACK HEADER <\/td>\n<\/tr>\n
306<\/td>\nFIGURE R603.6.1(1) BOX BEAM HEADER IN GABLE ENDWALL
FIGURE R603.6.1(2) BACK-TO-BACK HEADER IN GABLE ENDWALL <\/td>\n<\/tr>\n
307<\/td>\nTABLE R603.7(1) TOTAL NUMBER OF JACK AND KING STUDS REQUIRED AT EACH END OF AN OPENING
TABLE R603.7(2) HEADER TO KING STUD CONNECTION REQUIREMENTSa, b, c, d
TABLE R603.8 HEAD AND SILL TRACK SPAN <\/td>\n<\/tr>\n
308<\/td>\nTABLE R603.9.2(1) MINIMUM PERCENTAGE OF FULL-HEIGHT STRUCTURAL SHEATHING ON EXTERIOR WALLSa, b
FIGURE R603.9 STRUCTURAL SHEATHING FASTENING PATTERN <\/td>\n<\/tr>\n
309<\/td>\nTABLE R603.9.2(2) FULL-HEIGHT SHEATHING LENGTH ADJUSTMENT FACTORS <\/td>\n<\/tr>\n
310<\/td>\nFIGURE R603.9.4.2 CORNER STUD HOLD-DOWN DETAIL
SECTION R604 WOOD STRUCTURAL PANELS
SECTION R605 PARTICLE BOARD
SECTION R606 GENERAL MASONRY CONSTRUCTION <\/td>\n<\/tr>\n
311<\/td>\nTABLE R603.9.5(1) REQUIRED LENGTH OF FULL-HEIGHT SHEATHING AND ASSOCIATED OVERTURNING ANCHORAGE FOR WALLS SUPPORTING WALLS WITH STONE OR MASONRY VENEER AND USING 33-MIL COLD-FORMED STEEL FRAMING AND 6-INCH SCREW SPACING ON THE PERIMETER OF EACH PANEL OF STRUCTURAL SHEATHING <\/td>\n<\/tr>\n
312<\/td>\nTABLE R603.9.5(2) REQUIRED LENGTH OF FULL-HEIGHT SHEATHING AND ASSOCIATED OVERTURNING ANCHORAGE FOR WALLS SUPPORTING WALLS WITH STONE OR MASONRY VENEER AND USING 43-MIL COLD-FORMEDSTEEL FRAMING AND 6-INCH SCREW SPACING ON THE PERIMETER OF EACH PANEL OF STRUCTURAL SHEATHING <\/td>\n<\/tr>\n
313<\/td>\nTABLE R603.9.5(3) REQUIRED LENGTH OF FULL-HEIGHT SHEATHING AND ASSOCIATED OVERTURNING ANCHORAGE FOR WALLS SUPPORTING WALLS WITH STONE OR MASONRY VENEER AND USING 33-MIL COLD-FORMED STEEL FRAMING AND 4-INCH SCREW SPACING ON THE PERIMETER OF EACH PANEL OF STRUCTURAL SHEATHING <\/td>\n<\/tr>\n
314<\/td>\nTABLE R603.9.5(4) REQUIRED LENGTH OF FULL-HEIGHT SHEATHING AND ASSOCIATED OVERTURNING ANCHORAGE FOR WALLS SUPPORTING WALLS WITH STONE OR MASONRY VENEER AND USING 43-MIL COLD-FORMED STEEL FRAMING AND 4-INCH SCREW SPACING ON THE PERIMETER OF EACH PANEL OF STRUCTURAL SHEATHING <\/td>\n<\/tr>\n
315<\/td>\nTABLE R606.2.8 MORTAR PROPORTIONSa, b
TABLE R606.2.12 GROUT PROPORTIONS BY VOLUME FOR MASONRY CONSTRUCTION <\/td>\n<\/tr>\n
316<\/td>\nTABLE R606.3.4.1 MINIMUM CORROSION PROTECTION <\/td>\n<\/tr>\n
317<\/td>\nTABLE R606.3.5.1 GROUT SPACE DIMENSIONS AND POUR HEIGHTS <\/td>\n<\/tr>\n
318<\/td>\nTABLE R606.6.4 SPACING OF LATERAL SUPPORT FOR MASONRY WALLS <\/td>\n<\/tr>\n
320<\/td>\nTABLE R606.9 ALLOWABLE COMPRESSIVE STRESSESFOR EMPIRICAL DESIGN OF MASONRY <\/td>\n<\/tr>\n
321<\/td>\nFIGURE R606.11(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
322<\/td>\nFIGURE R606.11(2) REQUIREMENTS FOR REINFORCED GROUTED MASONRY CONSTRUCTION IN SEISMIC DESIGN CATEGORY C <\/td>\n<\/tr>\n
323<\/td>\nFIGURE R606.11(3) REQUIREMENTS FOR REINFORCED MASONRY CONSTRUCTION IN SEISMIC DESIGN CATEGORY D0, D1 OR D2
TABLE R606.12.2.1 MINIMUM SOLID WALL LENGTH ALONG EXTERIOR WALL LINES <\/td>\n<\/tr>\n
324<\/td>\nTABLE R606.12.3.2 MINIMUM DISTRIBUTED WALL REINFORCEMENT FOR BUILDINGS ASSIGNED TO SEISMIC DESIGN CATEGORY D0 or D1 <\/td>\n<\/tr>\n
325<\/td>\nTABLE R606.12.4.1 MINIMUM REINFORCING FOR STACKED BONDEDMASONRY WALLS IN SEISMIC DESIGN CATEGORY D2
TABLE R606.12.4.2 MINIMUM REINFORCING FOR STACKED BONDEDMASONRY WALLS IN SEISMIC DESIGN CATEGORY D2 <\/td>\n<\/tr>\n
326<\/td>\nSECTION R607 GLASS UNIT MASONRY <\/td>\n<\/tr>\n
327<\/td>\nFIGURE R607.4.1 GLASS UNIT MASONRY DESIGN WIND LOAD RESISTANCE <\/td>\n<\/tr>\n
328<\/td>\nSECTION R608 EXTERIOR CONCRETE WALL CONSTRUCTION <\/td>\n<\/tr>\n
329<\/td>\nTABLE R608.3 DIMENSIONAL REQUIREMENTS FOR WALLSa
FIGURE R608.3(1) FLAT WALL SYSTEM
FIGURE R608.3(2) WAFFLE-GRID WALL SYSTEM <\/td>\n<\/tr>\n
330<\/td>\nFIGURE R608.3(3) SCREEN-GRID WALL SYSTEM <\/td>\n<\/tr>\n
331<\/td>\nTABLE R608.5.4(1) LAP SPLICE AND TENSION DEVELOPMENT LENGTHS <\/td>\n<\/tr>\n
332<\/td>\nFIGURE R608.5.4(1) LAP SPLICES
FIGURE R608.5.4(2) DEVELOPMENT LENGTH AND COVER FOR HOOKS AND BAR EXTENSION <\/td>\n<\/tr>\n
333<\/td>\nFIGURE R608.5.4(3) STANDARD HOOKS <\/td>\n<\/tr>\n
334<\/td>\nTABLE R608.5.4(2) MAXIMUM SPACING FOR ALTERNATIVE BAR SIZE AND ALTERNATIVE GRADE OF STEELa, b, c <\/td>\n<\/tr>\n
335<\/td>\nFIGURE R608.6(1) ABOVE-GRADE CONCRETE WALL CONSTRUCTION ONE STORY
FIGURE R608.6(2) ABOVE-GRADE CONCRETE WALL CONSTRUCTION CONCRETE FIRST STORY AND LIGHT-FRAME SECOND STORY <\/td>\n<\/tr>\n
336<\/td>\nFIGURE R608.6(3) ABOVE-GRADE CONCRETE WALL CONSTRUCTION TWO-STORY
FIGURE R608.6(4) ABOVE-GRADE CONCRETE WALL SUPPORTED ON MONOLITHIC SLAB-ON-GROUND FOOTING <\/td>\n<\/tr>\n
337<\/td>\nTABLE R608.6(1) MINIMUM VERTICAL REINFORCEMENT FOR FLAT ABOVE-GRADE WALLSa, b, c, d, e <\/td>\n<\/tr>\n
338<\/td>\nTABLE R608.6(2) MINIMUM VERTICAL REINFORCEMENT FOR WAFFLE-GRID ABOVE-GRADE WALLSa, b, c, d, e <\/td>\n<\/tr>\n
339<\/td>\nTABLE R608.6(3) MINIMUM VERTICAL REINFORCEMENT FOR 6-INCH SCREEN-GRID ABOVE-GRADE WALLSa, b, c, d, e <\/td>\n<\/tr>\n
340<\/td>\nTABLE R608.6(4) MINIMUM VERTICAL REINFORCEMENT FOR FLAT, WAFFLE- AND SCREEN-GRID ABOVE-GRADE WALLS DESIGNED CONTINUOUS WITH FOUNDATION STEM WALLSa, b, c, d, e, k <\/td>\n<\/tr>\n
341<\/td>\nTABLE R608.6(4)\u2014continued MINIMUM VERTICAL REINFORCEMENT FOR FLAT, WAFFLE- AND SCREEN-GRID ABOVE-GRADE WALLS DESIGNED CONTINUOUS WITH FOUNDATION STEM WALLSa, b, c, d, e, k <\/td>\n<\/tr>\n
342<\/td>\nEQUATION R6-1
EQUATION R6-2 <\/td>\n<\/tr>\n
343<\/td>\nTABLE R608.7.1.1(1) UNREDUCED LENGTH, UR, OF SOLID WALL REQUIRED IN EACH EXTERIOR ENDWALL FOR WIND PERPENDICULAR TO RIDGE ONE STORY OR TOP STORY OF TWO STORYa, c, d, e, f, g <\/td>\n<\/tr>\n
344<\/td>\nTABLE R608.7.1.1(1)\u2014continued UNREDUCED LENGTH, UR, OF SOLID WALL REQUIRED IN EACH EXTERIOR ENDWALLFOR WIND PERPENDICULAR TO RIDGE ONE STORY OR TOP STORY OF TWO STORYa, c, d, e, f, g <\/td>\n<\/tr>\n
345<\/td>\nTABLE R608.7.1.1(2) UNREDUCED LENGTH, UR, OF SOLID WALL REQUIRED IN EACH EXTERIOR ENDWALL FOR WIND PERPENDICULAR TO RIDGE FIRST STORY OF TWO STORYa, c, d, e, f, g <\/td>\n<\/tr>\n
346<\/td>\nTABLE R608.7.1.1(2)\u2014continued UNREDUCED LENGTH, UR, OF SOLID WALL REQUIRED IN EACH EXTERIOR ENDWALL FOR WIND PERPENDICULAR TO RIDGE FIRST STORY OF TWO STORYa, c, d, e, f, g <\/td>\n<\/tr>\n
347<\/td>\nTABLE R608.7.1.1(3) UNREDUCED LENGTH, UR, OF SOLID WALL REQUIRED IN EACH EXTERIOR SIDEWALL FOR WIND PARALLEL TO RIDGEa, c, d, e, f, g <\/td>\n<\/tr>\n
348<\/td>\nTABLE R608.7.1.1(3)\u2014continued UNREDUCED LENGTH, UR, OF SOLID WALL REQUIRED IN EACH EXTERIOR SIDEWALL FOR WIND PARALLEL TO RIDGEa, c, d, e, f, g <\/td>\n<\/tr>\n
349<\/td>\nTABLE R608.7.1.1(4) REDUCTION FACTOR, R1, FOR BUILDINGS WITH MEAN ROOF HEIGHT LESS THAN 35 FEETa <\/td>\n<\/tr>\n
350<\/td>\nTABLE R608.7.1.1(5) REDUCTION FACTOR, R2, FOR FLOOR-TO-CEILING WALL HEIGHTS LESS THAN 10 FEETa, b <\/td>\n<\/tr>\n
351<\/td>\nTABLE R608.7.1.1(6) REDUCTION FACTOR FOR DESIGN STRENGTH, R3, FOR FLAT, WAFFLE- AND SCREEN-GRID WALLSa, c <\/td>\n<\/tr>\n
352<\/td>\nFIGURE R608.7.1.1(1) MINIMUM SOLID WALL LENGTH <\/td>\n<\/tr>\n
353<\/td>\nFIGURE R608.7.1.1(2) VERTICAL REINFORCEMENT LAYOUT DETAIL <\/td>\n<\/tr>\n
354<\/td>\nFIGURE R608.7.1.1(3) VERTICAL WALL REINFORCEMENT ADJACENT TO WALL OPENINGS <\/td>\n<\/tr>\n
356<\/td>\nFIGURE R608.8(1) REINFORCEMENT OF OPENINGS
FIGURE R608.8(2) LINTEL FOR FLAT WALLS <\/td>\n<\/tr>\n
357<\/td>\nFIGURE R608.8(3) LINTELS FOR WAFFLE-GRID WALLS <\/td>\n<\/tr>\n
358<\/td>\nFIGURE R608.8(4) LINTELS FOR SCREEN-GRID WALLS <\/td>\n<\/tr>\n
359<\/td>\nTABLE R608.8(1) LINTEL DESIGN LOADING CONDITIONSa, b, d <\/td>\n<\/tr>\n
360<\/td>\nTABLE R608.8(2) MAXIMUM ALLOWABLE CLEAR SPANS FOR 4-INCH-NOMINAL THICK FLAT LINTELS IN LOAD-BEARING WALLSa, b, c, d, e, f, mROOF CLEAR SPAN 40 FEET AND FLOOR CLEAR SPAN 32 FEET <\/td>\n<\/tr>\n
361<\/td>\nTABLE R608.8(2)\u2014continued MAXIMUM ALLOWABLE CLEAR SPANS FOR 4-INCH-NOMINAL THICK FLAT LINTELS IN LOAD-BEARING WALLSa, b, c, d, e, f, mROOF CLEAR SPAN 40 FEET AND FLOOR CLEAR SPAN 32 FEET <\/td>\n<\/tr>\n
362<\/td>\nTABLE R608.8(3) MAXIMUM ALLOWABLE CLEAR SPANS FOR 6-INCH-NOMINAL THICK FLAT LINTELS IN LOAD-BEARING WALLSa, b, c, d, e, f, mROOF CLEAR SPAN 40 FEET AND FLOOR CLEAR SPAN 32 FEET <\/td>\n<\/tr>\n
363<\/td>\nTABLE R608.8(3)\u2014continued MAXIMUM ALLOWABLE CLEAR SPANS FOR 6-INCH-NOMINAL THICK FLAT LINTELS IN LOAD-BEARING WALLSa, b, c, d, e, f, mROOF CLEAR SPAN 40 FEET AND FLOOR CLEAR SPAN 32 FEET <\/td>\n<\/tr>\n
364<\/td>\nTABLE R608.8(4) MAXIMUM ALLOWABLE CLEAR SPANS FOR 8-INCH-NOMINAL THICK FLAT LINTELS IN LOAD-BEARING WALLSa, b, c, d, e, f, mROOF CLEAR SPAN 40 FEET AND FLOOR CLEAR SPAN 32 FEET <\/td>\n<\/tr>\n
365<\/td>\nTABLE R608.8(4)\u2014continued MAXIMUM ALLOWABLE CLEAR SPANS FOR 8-INCH-NOMINAL THICK FLAT LINTELS IN LOAD-BEARING WALLSa, b, c, d, e, f, mROOF CLEAR SPAN 40 FEET AND FLOOR CLEAR SPAN 32 FEET <\/td>\n<\/tr>\n
366<\/td>\nTABLE R608.8(5) MAXIMUM ALLOWABLE CLEAR SPANS FOR 10-INCH-NOMINAL THICK FLAT LINTELS IN LOAD-BEARING WALLSa, b, c, d, e, f, mROOF CLEAR SPAN 40 FEET AND FLOOR CLEAR SPAN 32 FEET <\/td>\n<\/tr>\n
367<\/td>\nTABLE R608.8(5)\u2014continued MAXIMUM ALLOWABLE CLEAR SPANS FOR 10-INCH-NOMINAL THICK FLAT LINTELS IN LOAD-BEARING WALLSa, b, c, d, e, f, mROOF CLEAR SPAN 40 FEET AND FLOOR CLEAR SPAN 32 FEET <\/td>\n<\/tr>\n
368<\/td>\nTABLE R608.8(6) MAXIMUM ALLOWABLE CLEAR SPANS FOR 6-INCH-THICK WAFFLE-GRID LINTELS IN LOAD-BEARING WALLSa, b, c, d, e, f, oMAXIMUM ROOF CLEAR SPAN 40 FEET AND MAXIMUM FLOOR SPAN 32 FEET <\/td>\n<\/tr>\n
369<\/td>\nTABLE R608.8(6)\u2014continued MAXIMUM ALLOWABLE CLEAR SPANS FOR 6-INCH-THICK WAFFLE-GRID LINTELS IN LOAD-BEARING WALLSa, b, c, d, e, f, oMAXIMUM ROOF CLEAR SPAN 40 FEET AND MAXIMUM FLOOR SPAN 32 FEET <\/td>\n<\/tr>\n
370<\/td>\nTABLE R608.8(7) MAXIMUM ALLOWABLE CLEAR SPANS FOR 8-INCH-THICK WAFFLE-GRID LINTELS IN LOAD-BEARING WALLSa, b, c, d, e, f, oMAXIMUM ROOF CLEAR SPAN 40 FEET AND MAXIMUM FLOOR CLEAR SPAN 32 FEET <\/td>\n<\/tr>\n
371<\/td>\nTABLE R608.8(7)\u2014continued MAXIMUM ALLOWABLE CLEAR SPANS FOR 8-INCH-THICK WAFFLE-GRID LINTELS IN LOAD-BEARING WALLSa, b, c, d, e, f, oMAXIMUM ROOF CLEAR SPAN 40 FEET AND MAXIMUM FLOOR CLEAR SPAN 32 FEET <\/td>\n<\/tr>\n
372<\/td>\nTABLE R608.8(8) MAXIMUM ALLOWABLE CLEAR SPANS FOR 6-INCH-THICK SCREEN-GRID LINTELS IN LOAD-BEARING WALLSa, b, c, d, e, f, pROOF CLEAR SPAN 40 FEET AND FLOOR CLEAR SPAN 32 FEET <\/td>\n<\/tr>\n
373<\/td>\nTABLE R608.8(9) MAXIMUM ALLOWABLE CLEAR SPANS FOR FLAT LINTELS WITHOUT STIRRUPS IN NONLOAD-BEARING WALLSa, b, c, d, e, g <\/td>\n<\/tr>\n
374<\/td>\nTABLE R608.8(9)\u2014continued MAXIMUM ALLOWABLE CLEAR SPANS FOR FLAT LINTELS WITHOUT STIRRUPS IN NONLOAD-BEARING WALLSa, b, c, d, e, g
TABLE R608.8(10) MAXIMUM ALLOWABLE CLEAR SPANS FOR WAFFLE-GRID ANDSCREEN-GRID LINTELS WITHOUT STIRRUPS IN NONLOAD-BEARING WALLSc, d, e, f, g <\/td>\n<\/tr>\n
376<\/td>\nFIGURE R608.9(1) WOOD-FRAMED FLOOR TO SIDE OF CONCRETE WALL, FRAMING PERPENDICULAR <\/td>\n<\/tr>\n
377<\/td>\nTABLE R608.9(1) WOOD-FRAMED FLOOR TO SIDE OF CONCRETE WALL, FRAMING PERPENDICULARa, b <\/td>\n<\/tr>\n
378<\/td>\nFIGURE R608.9(2) WOOD-FRAMED FLOOR TO SIDE OF CONCRETE WALL, FRAMING PARALLEL <\/td>\n<\/tr>\n
379<\/td>\nTABLE R608.9(2) WOOD-FRAMED FLOOR TO SIDE OF CONCRETE WALL, FRAMING PARALLELa, b <\/td>\n<\/tr>\n
380<\/td>\nFIGURE R608.9(3) WOOD-FRAMED FLOOR TO TOP OF CONCRETE WALL, FRAMING PERPENDICULAR <\/td>\n<\/tr>\n
381<\/td>\nTABLE R608.9(3) WOOD-FRAMED FLOOR TO TOP OF CONCRETE WALL, FRAMING PERPENDICULARa, b, c, d, e <\/td>\n<\/tr>\n
382<\/td>\nFIGURE R608.9(4) WOOD-FRAMED FLOOR TO TOP OF CONCRETE WALL, FRAMING PARALLEL <\/td>\n<\/tr>\n
383<\/td>\nTABLE R608.9(4) WOOD-FRAMED FLOOR TO TOP OF CONCRETE WALL, FRAMING PARALLELa, b, c, d, e <\/td>\n<\/tr>\n
384<\/td>\nFIGURE R608.9(5) COLD-FORMED STEEL FLOOR TO SIDE OF CONCRETE WALL, FRAMING PERPENDICULAR <\/td>\n<\/tr>\n
385<\/td>\nTABLE R608.9(5) COLD-FORMED STEEL-FRAMED FLOOR TO SIDE OF CONCRETE WALL, FRAMING PERPENDICULARa, b, c <\/td>\n<\/tr>\n
386<\/td>\nFIGURE R608.9(6) COLD-FORMED STEEL FLOOR TO SIDE OF CONCRETE WALL, FRAMING PARALLEL <\/td>\n<\/tr>\n
387<\/td>\nTABLE R608.9(6) COLD-FORMED STEEL-FRAMED FLOOR TO SIDE OF CONCRETE WALL, FRAMING PARALLELa, b, c <\/td>\n<\/tr>\n
388<\/td>\nFIGURE R608.9(7) COLD-FORMED STEEL FLOOR TO TOP OF CONCRETE WALL, FRAMING PERPENDICULAR <\/td>\n<\/tr>\n
389<\/td>\nTABLE R608.9(7) COLD-FORMED STEEL-FRAMED FLOOR TO TOP OF CONCRETE WALL, FRAMING PERPENDICULARa, b, c, d, e <\/td>\n<\/tr>\n
390<\/td>\nFIGURE R608.9(8) COLD-FORMED STEEL FLOOR TO TOP OF CONCRETE WALL, FRAMING PARALLEL <\/td>\n<\/tr>\n
391<\/td>\nTABLE R608.9(8) COLD-FORMED STEEL-FRAMED FLOOR TO TOP OF CONCRETE WALL, FRAMING PARALLELa, b, c, d, e <\/td>\n<\/tr>\n
392<\/td>\nFIGURE R608.9(9) WOOD-FRAMED ROOF TO TOP OF CONCRETE WALL, FRAMING PERPENDICULAR <\/td>\n<\/tr>\n
393<\/td>\nTABLE R608.9(9) WOOD-FRAMED ROOF TO TOP OF CONCRETE WALL, FRAMING PERPENDICULARa, b, c, d, e <\/td>\n<\/tr>\n
394<\/td>\nFIGURE R608.9(10) WOOD-FRAMED ROOF TO TOP OF CONCRETE WALL, FRAMING PARALLEL <\/td>\n<\/tr>\n
395<\/td>\nTABLE R608.9(10) WOOD-FRAMED ROOF TO TOP OF CONCRETE WALL, FRAMING PARALLELa, b, c, d, e <\/td>\n<\/tr>\n
396<\/td>\nFIGURE R608.9(11) COLD-FORMED STEEL ROOF TO TOP OF CONCRETE WALL, FRAMING PERPENDICULAR <\/td>\n<\/tr>\n
397<\/td>\nTABLE R608.9(11) COLD-FORMED STEEL ROOF TO TOP OF CONCRETE WALL, FRAMING PERPENDICULARa, b, c, d, e <\/td>\n<\/tr>\n
398<\/td>\nFIGURE R608.9(12) COLD-FORMED STEEL ROOF TO TOP OF CONCRETE WALL, FRAMING PARALLEL <\/td>\n<\/tr>\n
399<\/td>\nTABLE R608.9(12) COLD-FORMED STEEL ROOF TO TOP OF CONCRETE WALL, FRAMING PARALLELa, b, c, d, e <\/td>\n<\/tr>\n
400<\/td>\nSECTION R609 EXTERIOR WINDOWS AND DOORS <\/td>\n<\/tr>\n
401<\/td>\nSECTION R610 STRUCTURAL INSULATED PANEL WALL CONSTRUCTION <\/td>\n<\/tr>\n
402<\/td>\nFIGURE R609.7.2(1) THROUGH THE FRAME
FIGURE R609.7.2(2) FRAME CLIP
FIGURE R609.7.2(3) THROUGH THE FRAME
FIGURE R609.7.2(4) FRAME CLIP <\/td>\n<\/tr>\n
403<\/td>\nFIGURE R609.7.2(5) THROUGH THE FLANGE
FIGURE R609.7.2(6) THROUGH THE FLANGE
FIGURE R609.7.2(7) FRAME CLIP
FIGURE R609.7.2(8) THROUGH THE FLANGE <\/td>\n<\/tr>\n
414<\/td>\nCHAPTER 7 WALL COVERING
SECTION R701 GENERAL
SECTION R702 INTERIOR COVERING
TABLE R702.1(1) THICKNESS OF PLASTER <\/td>\n<\/tr>\n
415<\/td>\nTABLE R702.1(2) GYPSUM PLASTER PROPORTIONSa
TABLE R702.1(3) CEMENT PLASTER PROPORTIONS, PARTS BY VOLUME <\/td>\n<\/tr>\n
417<\/td>\nTABLE R702.3.5 MINIMUM THICKNESS AND APPLICATION OF GYPSUM BOARD AND GYPSUM PANEL PRODUCTS <\/td>\n<\/tr>\n
418<\/td>\nTABLE R702.3.6 SHEAR CAPACITY FOR HORIZONTAL WOOD-FRAMED GYPSUM BOARD DIAPHRAGM CEILING ASSEMBLIES
TABLE R702.4.2 BACKER BOARD MATERIALS <\/td>\n<\/tr>\n
419<\/td>\nTABLE R702.7(1) VAPOR RETARDER MATERIALS AND CLASSES
TABLE R702.7(2) VAPOR RETARDER OPTIONS
TABLE R702.7(3) CLASS III VAPOR RETARDERS <\/td>\n<\/tr>\n
420<\/td>\nTABLE R702.7(4) CONTINUOUS INSULATION WITH CLASS II VAPOR RETARDER
SECTION R703 EXTERIOR COVERING <\/td>\n<\/tr>\n
422<\/td>\nTABLE R703.3(1) SIDING MINIMUM ATTACHMENT AND MINIMUM THICKNESS <\/td>\n<\/tr>\n
423<\/td>\nTABLE R703.3(1)\u2014continued SIDING MINIMUM ATTACHMENT AND MINIMUM THICKNESS <\/td>\n<\/tr>\n
424<\/td>\nTABLE R703.3(2) SCREW FASTENER SUBSTITUTION FOR SIDING ATTACHMENT TO COLD-FORMED STEEL LIGHT FRAME CONSTRUCTIONa, b, c, d, e
TABLE R703.3.2 LIMITS FOR ATTACHMENT PER Table R703.3(1)
TABLE R703.3.3 OPTIONAL SIDING ATTACHMENT SCHEDULE FOR FASTENERS WHERE NO STUD PENETRATION NECESSARY <\/td>\n<\/tr>\n
425<\/td>\nTABLE R703.6.1MAXIMUM WEATHER EXPOSURE FOR WOOD SHAKES AND SHINGLES ON EXTERIOR WALLSa, b, c (Dimensions are in inches) <\/td>\n<\/tr>\n
426<\/td>\nTABLE R703.6.3(1) SINGLE-COURSE SIDEWALL FASTENERS
TABLE R703.6.3(2) DOUBLE-COURSE SIDEWALL FASTENERS <\/td>\n<\/tr>\n
428<\/td>\nFIGURE R703.8(1) TYPICAL MASONRY VENEER WALL DETAILSd <\/td>\n<\/tr>\n
429<\/td>\nFIGURE R703.8(2) TYPICAL MASONRY VENEER WALL DETAILSe <\/td>\n<\/tr>\n
430<\/td>\nTABLE R703.8(1) STONE OR MASONRY VENEER LIMITATIONS AND REQUIREMENTS,WOOD OR STEEL FRAMING, SEISMIC DESIGN CATEGORIES A, B AND C
TABLE R703.8(2) STONE OR MASONRY VENEER LIMITATIONS AND REQUIREMENTS, ONE- AND TWO-FAMILY DETACHED DWELLINGS, SEISMIC DESIGN CATEGORIES D0, D1 AND D2 <\/td>\n<\/tr>\n
431<\/td>\nFIGURE R703.8.2.1 EXTERIOR MASONRY VENEER SUPPORT BY STEEL ANGLES
FIGURE R703.8.2.2 EXTERIOR MASONRY VENEER SUPPORT BY ROOF MEMBERS <\/td>\n<\/tr>\n
432<\/td>\nTABLE R703.8.3.1 ALLOWABLE SPANS FOR LINTELS SUPPORTING MASONRY VENEERa, b, c, d
TABLE R703.8.3.2 HEIGHT OF MASONRY VENEER ABOVE OPENING
FIGURE R703.8.3.2 MASONRY VENEER OPENING <\/td>\n<\/tr>\n
433<\/td>\nTABLE R703.8.4(1) TIE ATTACHMENT AND AIRSPACE REQUIREMENTS <\/td>\n<\/tr>\n
434<\/td>\nTABLE R703.8.4(2) REQUIRED BRICK TIE SPACING FOR DIRECT APPLICATION TOWOOD STRUCTURAL PANEL SHEATHINGa, b, c <\/td>\n<\/tr>\n
436<\/td>\nTABLE R703.11.2REQUIRED MINIMUM WIND LOAD DESIGN PRESSURE RATING FOR VINYL SIDING INSTALLED OVER FOAM PLASTIC SHEATHING ALONE <\/td>\n<\/tr>\n
437<\/td>\nTABLE R703.15.1 CLADDING MINIMUM FASTENING REQUIREMENTS FOR DIRECT ATTACHMENT OVER FOAM PLASTIC SHEATHING TO SUPPORT CLADDING WEIGHTa <\/td>\n<\/tr>\n
438<\/td>\nTABLE R703.15.2 FURRING MINIMUM FASTENING REQUIREMENTS FOR APPLICATION OVER FOAM PLASTIC SHEATHING TO SUPPORT CLADDING WEIGHTa, b <\/td>\n<\/tr>\n
439<\/td>\nTABLE R703.16.1 CLADDING MINIMUM FASTENING REQUIREMENTS FORDIRECT ATTACHMENT OVER FOAM PLASTIC SHEATHING TO SUPPORT CLADDING WEIGHTa, b
TABLE R703.16.2 FURRING MINIMUM FASTENING REQUIREMENTS FORAPPLICATION OVER FOAM PLASTIC SHEATHING TO SUPPORT CLADDING WEIGHTa <\/td>\n<\/tr>\n
440<\/td>\nSECTION R704 SOFFITS
FIGURE R704.2.1(1) TYPICAL SINGLE-SPAN VINYL SOFFIT PANEL SUPPORT <\/td>\n<\/tr>\n
441<\/td>\nFIGURE R704.2.1(2) TYPICAL DOUBLE-SPAN VINYL SOFFIT PANEL SUPPORT <\/td>\n<\/tr>\n
442<\/td>\nTABLE R704.3.4 PRESCRIPTIVE ALTERNATIVE FOR WOOD STRUCTURAL PANEL SOFFIT b, c, d, e <\/td>\n<\/tr>\n
444<\/td>\nCHAPTER 8 ROOF-CEILING CONSTRUCTION
SECTION R801 GENERAL
SECTION R802 WOOD ROOF FRAMING <\/td>\n<\/tr>\n
446<\/td>\nTABLE R802.4.1(1) RAFTER SPANS FOR COMMON LUMBER SPECIES (Roof live load = 20 psf, ceiling not attached to rafters, L\/\u0394 = 180) <\/td>\n<\/tr>\n
447<\/td>\nTABLE R802.4.1(1)\u2014continued RAFTER SPANS FOR COMMON LUMBER SPECIES (Roof live load = 20 psf, ceiling not attached to rafters, L\/\u0394 = 180) <\/td>\n<\/tr>\n
448<\/td>\nTABLE R802.4.1(2) RAFTER SPANS FOR COMMON LUMBER SPECIES (Roof live load = 20 psf, ceiling attached to rafters, L\/\u0394 = 240) <\/td>\n<\/tr>\n
449<\/td>\nTABLE R802.4.1(2)\u2014continued RAFTER SPANS FOR COMMON LUMBER SPECIES (Roof live load = 20 psf, ceiling attached to rafters, L\/\u0394 = 240) <\/td>\n<\/tr>\n
450<\/td>\nTABLE R802.4.1(3) RAFTER SPANS FOR COMMON LUMBER SPECIES (Ground snow load = 30 psf, ceiling not attached to rafters, L\/\u0394 = 180) <\/td>\n<\/tr>\n
451<\/td>\nTABLE R802.4.1(3)\u2014continued RAFTER SPANS FOR COMMON LUMBER SPECIES (Ground snow load = 30 psf, ceiling not attached to rafters, L\/\u0394 = 180) <\/td>\n<\/tr>\n
452<\/td>\nTABLE R802.4.1(4) RAFTER SPANS FOR COMMON LUMBER SPECIES (Ground snow load = 30 psf, ceiling attached to rafters, L\/\u0394 = 240) <\/td>\n<\/tr>\n
453<\/td>\nTABLE R802.4.1(4)\u2014continued RAFTER SPANS FOR COMMON LUMBER SPECIES (Ground snow load = 30 psf, ceiling attached to rafters, L\/\u0394 = 240) <\/td>\n<\/tr>\n
454<\/td>\nTABLE R802.4.1(5) RAFTER SPANS FOR COMMON LUMBER SPECIES (Ground snow load = 50 psf, ceiling not attached to rafters, L\/\u0394 = 180) <\/td>\n<\/tr>\n
455<\/td>\nTABLE R802.4.1(5)\u2014continued RAFTER SPANS FOR COMMON LUMBER SPECIES (Ground snow load = 50 psf, ceiling not attached to rafters, L\/\u0394 = 180) <\/td>\n<\/tr>\n
456<\/td>\nTABLE R802.4.1(6) RAFTER SPANS FOR COMMON LUMBER SPECIES (Ground snow load = 50 psf, ceiling attached to rafters, L\/\u0394 = 240) <\/td>\n<\/tr>\n
457<\/td>\nTABLE R802.4.1(6)\u2014continued RAFTER SPANS FOR COMMON LUMBER SPECIES (Ground snow load = 50 psf, ceiling attached to rafters, L\/\u0394 = 240) <\/td>\n<\/tr>\n
458<\/td>\nTABLE R802.4.1(7) RAFTER SPANS FOR COMMON LUMBER SPECIES (Ground snow load = 70 psf, ceiling not attached to rafters, L\/\u0394 = 180) <\/td>\n<\/tr>\n
459<\/td>\nTABLE R802.4.1(7)\u2014continued RAFTER SPANS FOR COMMON LUMBER SPECIES (Ground snow load = 70 psf, ceiling not attached to rafters, L\/\u0394 = 180) <\/td>\n<\/tr>\n
460<\/td>\nTABLE R802.4.1(8) RAFTER SPANS FOR COMMON LUMBER SPECIES (Ground snow load = 70 psf, ceiling attached to rafters, L\/\u0394 = 240) <\/td>\n<\/tr>\n
461<\/td>\nTABLE R802.4.1(8)\u2014continued RAFTER SPANS FOR COMMON LUMBER SPECIES (Ground snow load = 70 psf, ceiling attached to rafters, L\/\u0394 = 240) <\/td>\n<\/tr>\n
462<\/td>\nTABLE R802.4.1(9) RAFTER SPAN ADJUSTMENT FACTOR
FIGURE R802.4.5 BRACED RAFTER CONSTRUCTION <\/td>\n<\/tr>\n
463<\/td>\nTABLE R802.5.1(1) CEILING JOIST SPANS FOR COMMON LUMBER SPECIES (Uninhabitable attics without storage, live load = 10 psf, L\/\u0394 = 240) <\/td>\n<\/tr>\n
464<\/td>\nTABLE R802.5.1(1)\u2014continued CEILING JOIST SPANS FOR COMMON LUMBER SPECIES (Uninhabitable attics without storage, live load = 10 psf, L\/\u0394 = 240) <\/td>\n<\/tr>\n
465<\/td>\nTABLE R802.5.1(2) CEILING JOIST SPANS FOR COMMON LUMBER SPECIES (Uninhabitable attics with limited storage, live load = 20 psf, L\/\u0394 = 240) <\/td>\n<\/tr>\n
466<\/td>\nTABLE R802.5.1(2)\u2014continued CEILING JOIST SPANS FOR COMMON LUMBER SPECIES (Uninhabitable attics with limited storage, live load = 20 psf, L\/\u0394 = 240) <\/td>\n<\/tr>\n
467<\/td>\nTABLE R802.5.2(1) RAFTER\/CEILING JOIST HEEL JOINT CONNECTIONSg
TABLE R802.5.2(2) HEEL JOINT CONNECTION ADJUSTMENT FACTORS <\/td>\n<\/tr>\n
468<\/td>\nFIGURE R802.7.1.1 RAFTER NOTCH <\/td>\n<\/tr>\n
469<\/td>\nFIGURE R802.7.1.2 CEILING JOIST TAPER CUT <\/td>\n<\/tr>\n
471<\/td>\nTABLE R802.11 RAFTER OR TRUSS UPLIFT CONNECTION FORCES FROM WIND (ASD) (POUNDS PER CONNECTION)a, b, c, d, e, f, g, h <\/td>\n<\/tr>\n
472<\/td>\nTABLE R802.11\u2014continued RAFTER OR TRUSS UPLIFT CONNECTION FORCES FROM WIND (ASD) (POUNDS PER CONNECTION)a, b, c, d, e, f, g, h <\/td>\n<\/tr>\n
473<\/td>\nSECTION R803 ROOF SHEATHING
TABLE R803.1 MINIMUM THICKNESS OF LUMBER ROOF SHEATHING
SECTION R804 COLD-FORMED STEEL ROOF FRAMING <\/td>\n<\/tr>\n
474<\/td>\nFIGURE R804.3 COLD-FORMED STEEL ROOF CONSTRUCTION <\/td>\n<\/tr>\n
475<\/td>\nTABLE R804.3 ROOF FRAMING FASTENING SCHEDULEa, b <\/td>\n<\/tr>\n
476<\/td>\nTABLE R804.3.1.1(1) CEILING JOIST SPANS 10 PSF LIVE LOAD (NO ATTIC STORAGE)a, b, c, d <\/td>\n<\/tr>\n
477<\/td>\nTABLE R804.3.1.1(2) CEILING JOIST SPANS 20 PSF LIVE LOAD (LIMITED ATTIC STORAGE)a, b, c, d <\/td>\n<\/tr>\n
478<\/td>\nTABLE R804.3.1.1(3) NUMBER OF SCREWS REQUIRED FOR CEILING JOIST TO ROOF RAFTER CONNECTIONa
FIGURE R804.3.1.1 JOIST TO RAFTER CONNECTION <\/td>\n<\/tr>\n
479<\/td>\nFIGURE R804.3.1.3(1) CEILING JOIST TOP FLANGE BRACING WITH C-SHAPED, TRACK OR COLD-ROLLED CHANNEL
FIGURE R804.3.1.3(2) CEILING JOIST TOP FLANGE BRACING WITH CONTINUOUS STEEL STRAP AND BLOCKING <\/td>\n<\/tr>\n
480<\/td>\nFIGURE R804.3.1.4 SPLICED CEILING JOISTS <\/td>\n<\/tr>\n
481<\/td>\nTABLE R804.3.2.1(1) ROOF RAFTER SPANSa, b, c, d
TABLE R804.3.2.1(2) ULTIMATE DESIGN WIND SPEED TO EQUIVALENT SNOW LOAD CONVERSION <\/td>\n<\/tr>\n
482<\/td>\nFIGURE R804.3.2.1.2 GABLE ENDWALL OVERHANG DETAILS <\/td>\n<\/tr>\n
483<\/td>\nFIGURE R804.3.2.4 RIDGE MEMBER CONNECTION <\/td>\n<\/tr>\n
484<\/td>\nTABLE R804.3.2.4 SCREWS REQUIRED AT EACH LEG OF CLIP ANGLE FOR ROOF RAFTER TO RIDGE MEMBER CONNECTIONa <\/td>\n<\/tr>\n
485<\/td>\nFIGURE R804.3.5(1) ROOF OR CEILING OPENING
FIGURE R804.3.5(2) HEADER TO TRIMMER CONNECTION <\/td>\n<\/tr>\n
486<\/td>\nTABLE R804.3.7.1 REQUIRED LENGTHS FOR CEILING DIAPHRAGMS AT GABLE ENDWALLS GYPSUM BOARD SHEATHED, CEILING HEIGHT = 8 FEETa, b, c, d, e, f, g <\/td>\n<\/tr>\n
487<\/td>\nFIGURE R804.3.7.1(1) CEILING DIAPHRAGM TO GABLE ENDWALL DETAIL
FIGURE R804.3.7.1(2) CEILING DIAPHRAGM TO SIDEWALL DETAIL <\/td>\n<\/tr>\n
488<\/td>\nFIGURE R804.3.7.2 ROOF BLOCKING DETAIL <\/td>\n<\/tr>\n
489<\/td>\nSECTION R805 CEILING FINISHES
SECTION R806 ROOF VENTILATION <\/td>\n<\/tr>\n
491<\/td>\nTABLE R806.5 INSULATION FOR CONDENSATION CONTROL
SECTION R807 ATTIC ACCESS <\/td>\n<\/tr>\n
492<\/td>\nCHAPTER 9 ROOF ASSEMBLIES
SECTION R901 GENERAL
SECTION R902 FIRE CLASSIFICATION
SECTION R903 WEATHER PROTECTION <\/td>\n<\/tr>\n
493<\/td>\nSECTION R904 MATERIALS
SECTION R905 REQUIREMENTS FOR ROOF COVERINGS <\/td>\n<\/tr>\n
494<\/td>\nTABLE R905.1.1(1) UNDERLAYMENT TYPES <\/td>\n<\/tr>\n
495<\/td>\nTABLE R905.1.1(2) UNDERLAYMENT APPLICATION <\/td>\n<\/tr>\n
496<\/td>\nTABLE R905.1.1(3 UNDERLAYMENT APPLICATION
TABLE R905.2.4.1 CLASSIFICATION OF ASPHALT ROOF SHINGLES <\/td>\n<\/tr>\n
497<\/td>\nTABLE R905.2.8.2 VALLEY LINING MATERIAL <\/td>\n<\/tr>\n
498<\/td>\nTABLE R905.3.7 CLAY AND CONCRETE TILE ATTACHMENT <\/td>\n<\/tr>\n
499<\/td>\nTABLE R905.4.4.1 CLASSIFICATION OF STEEP SLOPE METAL ROOF SHINGLES TESTED IN ACCORDANCE WITH ASTM D3161
TABLE R905.6.5 SLATE SHINGLE HEADLAP <\/td>\n<\/tr>\n
500<\/td>\nTABLE R905.7.4 WOOD SHINGLE MATERIAL REQUIREMENTS
TABLE R905.7.5(2) NAIL REQUIREMENTS FORWOOD SHAKES AND WOOD SHINGLES
TABLE R905.7.5(1) WOOD SHINGLE WEATHER EXPOSURE AND ROOF SLOPE <\/td>\n<\/tr>\n
501<\/td>\nTABLE R905.8.5 WOOD SHAKE MATERIAL REQUIREMENTS
TABLE R905.8.6 WOOD SHAKE WEATHER EXPOSURE AND ROOF SLOPE <\/td>\n<\/tr>\n
502<\/td>\nTABLE R905.9.2 BUILT-UP ROOFING MATERIAL STANDARDS <\/td>\n<\/tr>\n
503<\/td>\nTABLE R905.10.3(1) METAL ROOF COVERING STANDARDS
TABLE R905.10.3(2) MINIMUM CORROSION RESISTANCE
TABLE R905.11.2 MODIFIED BITUMEN ROOFING MATERIAL STANDARDS <\/td>\n<\/tr>\n
504<\/td>\nTABLE R905.14.3 PROTECTIVE COATING MATERIAL STANDARDS
TABLE R905.16.6 CLASSIFICATION OF PHOTOVOLTAIC SHINGLES <\/td>\n<\/tr>\n
505<\/td>\nSECTION R906 ROOF INSULATION
TABLE R906.2 MATERIAL STANDARDS FOR ROOF INSULATION
SECTION R907 ROOFTOP-MOUNTED PHOTOVOLTAIC PANEL SYSTEMS
SECTION R908 REROOFING <\/td>\n<\/tr>\n
508<\/td>\nCHAPTER 10 CHIMNEYS AND FIREPLACES
SECTION R1001 MASONRY FIREPLACES <\/td>\n<\/tr>\n
509<\/td>\nTABLE R1001.1 SUMMARY OF REQUIREMENTS FOR MASONRY FIREPLACES AND CHIMNEYS <\/td>\n<\/tr>\n
510<\/td>\nFIGURE R1001.1 FIREPLACE AND CHIMNEY DETAILS <\/td>\n<\/tr>\n
512<\/td>\nFIGURE R1001.11 CLEARANCE FROM COMBUSTIBLES
SECTION R1002 MASONRY HEATERS <\/td>\n<\/tr>\n
513<\/td>\nSECTION R1003 MASONRY CHIMNEYS <\/td>\n<\/tr>\n
515<\/td>\nTABLE R1003.14(1) NET CROSS-SECTIONAL AREA OF ROUND FLUE SIZESa
TABLE R1003.14(2) NET CROSS-SECTIONAL AREA OF SQUARE AND RECTANGULAR FLUE SIZES <\/td>\n<\/tr>\n
516<\/td>\nFIGURE R1003.15.2 FLUE SIZES FOR MASONRY CHIMNEYS <\/td>\n<\/tr>\n
517<\/td>\nFIGURE R1003.18 CLEARANCE FROM COMBUSTIBLES
TABLE R1003.20 CRICKET DIMENSIONS
SECTION R1004 FACTORY-BUILT FIREPLACES <\/td>\n<\/tr>\n
518<\/td>\nSECTION R1005 FACTORY-BUILT CHIMNEYS <\/td>\n<\/tr>\n
519<\/td>\nSECTION R1006 EXTERIOR AIR SUPPLY <\/td>\n<\/tr>\n
520<\/td>\nPART IV-ENERGY CONSERVATION
CHAPTER 11 [RE] ENERGY EFFICIENCY NOT ADOPTED <\/td>\n<\/tr>\n
522<\/td>\nPART V-MECHANICAL
CHAPTER 12 MECHANICAL ADMINISTRATION
SECTION M1201 GENERAL
SECTION M1202 EXISTING MECHANICAL SYSTEMS <\/td>\n<\/tr>\n
524<\/td>\nCHAPTER 13 GENERAL MECHANICAL SYSTEM REQUIREMENTS
SECTION M1301 GENERAL
SECTION M1302 APPROVAL
SECTION M1303 LABELING OF APPLIANCES
SECTION M1304 TYPE OF FUEL <\/td>\n<\/tr>\n
525<\/td>\nSECTION M1305 APPLIANCE ACCESS <\/td>\n<\/tr>\n
526<\/td>\nSECTION M1306 CLEARANCES FROM COMBUSTIBLE CONSTRUCTION
SECTION M1307 APPLIANCE INSTALLATION <\/td>\n<\/tr>\n
527<\/td>\nTABLE M1306.2 REDUCTION OF CLEARANCES WITH SPECIFIED FORMS OF PROTECTIONa, c, d, e, f, g, h, i, j, k, l <\/td>\n<\/tr>\n
528<\/td>\nFIGURE M1306.1 REDUCED CLEARANCE DIAGRAM
FIGURE M1306.2 WALL PROTECTOR CLEARANCE REDUCTION SYSTEM <\/td>\n<\/tr>\n
529<\/td>\nSECTION M1308 MECHANICAL SYSTEMS INSTALLATION <\/td>\n<\/tr>\n
530<\/td>\nCHAPTER 14 HEATING AND COOLING EQUIPMENT AND APPLIANCES
SECTION M1401 GENERAL
SECTION M1402 CENTRAL FURNACES
SECTION M1403 HEAT PUMP EQUIPMENT
SECTION M1404 REFRIGERATION COOLING EQUIPMENT
SECTION M1405 BASEBOARD CONVECTORS
SECTION M1406 RADIANT HEATING SYSTEMS <\/td>\n<\/tr>\n
531<\/td>\nSECTION M1407 DUCT HEATERS
SECTION M1408 VENTED FLOOR FURNACES <\/td>\n<\/tr>\n
532<\/td>\nSECTION M1409 VENTED WALL FURNACES
SECTION M1410 VENTED ROOM HEATERS
SECTION M1411 HEATING AND COOLING EQUIPMENT <\/td>\n<\/tr>\n
534<\/td>\nSECTION M1412 ABSORPTION COOLING EQUIPMENT
SECTION M1413 EVAPORATIVE COOLING EQUIPMENT
SECTION M1414 FIREPLACE STOVES
SECTION M1415 MASONRY HEATERS <\/td>\n<\/tr>\n
536<\/td>\nCHAPTER 15 EXHAUST SYSTEMS
SECTION M1501 GENERAL
SECTION M1502 CLOTHES DRYER EXHAUST <\/td>\n<\/tr>\n
537<\/td>\nTABLE M1502.4.6.1 DRYER EXHAUST DUCT FITTING EQUIVALENT LENGTH
SECTION M1503 DOMESTIC COOKING EXHAUST EQUIPMENT <\/td>\n<\/tr>\n
538<\/td>\nSECTION M1504 EXHAUST DUCTS AND EXHAUST OPENINGS
SECTION M1505 MECHANICAL VENTILATION <\/td>\n<\/tr>\n
539<\/td>\nTABLE M1504.2 DUCT LENGTH <\/td>\n<\/tr>\n
541<\/td>\nEQUATION 15-1
EQUATION 15-2
TABLE M1505.4.3 (1) WHOLE-HOUSE MECHANICAL VENTILATION AIRFLOW RATE
TABLE M1505.4.3(2) SYSTEM COEFFICIENT (CSYSTEM)
TABLE M1505.4.3.2 INTERMITTENT OFF WHOLE-HOUSE MECHANICAL VENTILATION RATE FACTORSa, b <\/td>\n<\/tr>\n
542<\/td>\nTABLE M1505.4.4.1 MINIMUM LOCAL EXHAUST RATES
TABLE M1505.4.4.2 PRESCRIPTIVE EXHAUST DUCT SIZING
TABLE M1505.4.4.3 Kitchen Range Hood Airflow Rates (cfm) and ASTM E3087Capture Efficiency (CE) Ratings According to Kitchen RangeFuel Type <\/td>\n<\/tr>\n
544<\/td>\nCHAPTER 16 DUCT SYSTEMS
SECTION M1601 DUCT CONSTRUCTION <\/td>\n<\/tr>\n
545<\/td>\nTABLE M1601.1.1 DUCT CONSTRUCTION MINIMUM SHEET METAL THICKNESS FOR SINGLE DWELLING UNITSa <\/td>\n<\/tr>\n
547<\/td>\nSECTION M1602 RETURN AIR <\/td>\n<\/tr>\n
548<\/td>\nCHAPTER 17 COMBUSTION AIR
SECTION M1701 GENERAL <\/td>\n<\/tr>\n
550<\/td>\nCHAPTER 18 CHIMNEYS AND VENTS
SECTION M1801 GENERAL <\/td>\n<\/tr>\n
551<\/td>\nSECTION M1802 VENT COMPONENTS
SECTION M1803 CHIMNEY AND VENT CONNECTORS
TABLE M1803.2 THICKNESS FOR SINGLE-WALL METAL PIPE CONNECTORS <\/td>\n<\/tr>\n
552<\/td>\nTABLE M1803.3.4 CHIMNEY AND VENT CONNECTOR CLEARANCES TO COMBUSTIBLE MATERIALSa
SECTION M1804 VENTS
TABLE M1804.1 VENT SELECTION CHART <\/td>\n<\/tr>\n
553<\/td>\nSECTION M1805 MASONRY AND FACTORY-BUILT CHIMNEYS <\/td>\n<\/tr>\n
554<\/td>\nCHAPTER 19 SPECIAL APPLIANCES, EQUIPMENT AND SYSTEMS
SECTION M1901 RANGES AND OVENS
SECTION M1902 SAUNA HEATERS
SECTION M1903 STATIONARY FUEL CELL POWER PLANTS
SECTION M1904 GASEOUS HYDROGEN SYSTEMS <\/td>\n<\/tr>\n
556<\/td>\nCHAPTER 20 BOILERS AND WATER HEATERS
SECTION M2001 BOILERS
SECTION M2002 OPERATING AND SAFETY CONTROLS
SECTION M2003 EXPANSION TANKS <\/td>\n<\/tr>\n
557<\/td>\nTABLE M2003.2 EXPANSION TANK MINIMUM CAPACITYaFOR FORCED HOT-WATER SYSTEMS
SECTION M2004 WATER HEATERS USED FOR SPACE HEATING
SECTION M2005 WATER HEATERS
SECTION M2006 POOL HEATERS <\/td>\n<\/tr>\n
558<\/td>\nCHAPTER 21 HYDRONIC PIPING
SECTION M2101 HYDRONIC PIPING SYSTEMS INSTALLATION
TABLE M2101.9 HANGER SPACING INTERVALS <\/td>\n<\/tr>\n
559<\/td>\nTABLE M2101.1 HYDRONIC PIPING AND FITTING MATERIALS <\/td>\n<\/tr>\n
561<\/td>\nSECTION M2102 BASEBOARD CONVECTORS <\/td>\n<\/tr>\n
562<\/td>\nSECTION M2103 FLOOR HEATING SYSTEMS
SECTION M2104 LOW TEMPERATURE PIPING <\/td>\n<\/tr>\n
563<\/td>\nSECTION M2105 GROUND-SOURCE HEAT-PUMP SYSTEM LOOP PIPING
TABLE M2105.4 GROUND-SOURCE LOOP PIPE
TABLE M2105.5 GROUND-SOURCE LOOP PIPE FITTINGS <\/td>\n<\/tr>\n
566<\/td>\nCHAPTER 22 SPECIAL PIPING AND STORAGE SYSTEMS
SECTION M2201 OIL TANKS
SECTION M2202 OIL PIPING, FITTING AND CONNECTIONS
SECTION M2203 INSTALLATION <\/td>\n<\/tr>\n
567<\/td>\nSECTION M2204 OIL PUMPS AND VALVES <\/td>\n<\/tr>\n
568<\/td>\nCHAPTER 23 SOLAR THERMAL ENERGY SYSTEMS
SECTION M2301 SOLAR THERMAL ENERGY SYSTEMS <\/td>\n<\/tr>\n
570<\/td>\nPART VI-FUEL GAS
CHAPTER 24 FUEL GAS
SECTION G2401 (101) GENERAL
SECTION G2402 (201) GENERAL
SECTION G2403 (202) GENERAL DEFINITIONS <\/td>\n<\/tr>\n
577<\/td>\nSECTION G2404 (301) GENERAL
SECTION G2405 (302) STRUCTURAL SAFETY <\/td>\n<\/tr>\n
578<\/td>\nSECTION G2406 (303) APPLIANCE LOCATION
SECTION G2407 (304) COMBUSTION, VENTILATION AND DILUTION AIR <\/td>\n<\/tr>\n
579<\/td>\nEQUATION 24-1
EQUATION 24-2
FIGURE G2407.5.3 (304.5.3)ALL AIR FROM INSIDE THE BUILDING(see Section G2407.5.3)
EQUATION 24-1
EQUATION 24-2
FIGURE G2407.5.3 (304.5.3)ALL AIR FROM INSIDE THE BUILDING(see Section G2407.5.3) <\/td>\n<\/tr>\n
580<\/td>\nFIGURE G2407.6.1(1) [304.6.1(1)]ALL AIR FROM OUTDOORS\u2014INLET AIR FROM VENTILATED CRAWL SPACE AND OUTLET AIR TO VENTILATED ATTIC(see Section G2407.6.1)
FIGURE G2407.6.1(2) [304.6.1(2)]ALL AIR FROM OUTDOORS THROUGH VENTILATED ATTIC(see Section G2407.6.1)
FIGURE G2407.6.1(2) [304.6.1(2)]ALL AIR FROM OUTDOORS THROUGH VENTILATED ATTIC(see Section G2407.6.1)
FIGURE G2407.6.1(1) [304.6.1(1)]ALL AIR FROM OUTDOORS\u2014INLET AIR FROM VENTILATED CRAWL SPACE AND OUTLET AIR TO VENTILATED ATTIC(see Section G2407.6.1) <\/td>\n<\/tr>\n
581<\/td>\nFIGURE G2407.6.1(3) [304.6.1(3)]ALL AIR FROM OUTDOORS (see Section G2407.6.1)
FIGURE G2407.6.2 (304.6.2)SINGLE COMBUSTION AIR OPENING,ALL AIR FROM OUTDOORS(see Section G2407.6.2)
FIGURE G2407.6.2 (304.6.2)SINGLE COMBUSTION AIR OPENING,ALL AIR FROM OUTDOORS(see Section G2407.6.2) <\/td>\n<\/tr>\n
582<\/td>\nSECTION G2408 (305) INSTALLATION <\/td>\n<\/tr>\n
583<\/td>\nSECTION G2409 (308) CLEARANCE REDUCTION
FIGURE G2409.2(1) [308.2(1)]EXTENT OF PROTECTION NECESSARY TO REDUCE CLEARANCES FROM GAS EQUIPMENT OR VENT CONNECTORS <\/td>\n<\/tr>\n
584<\/td>\nFIGURE G2409.2(2) [308.2(2)]WALL PROTECTOR CLEARANCE REDUCTION SYSTEM
FIGURE G2409.2(3)[308.2(3)]MASONRY CLEARANCE REDUCTION SYSTEM <\/td>\n<\/tr>\n
585<\/td>\nTABLE G2409.2 (308.2) REDUCTION OF CLEARANCES WITH SPECIFIED FORMS OF PROTECTION a through k <\/td>\n<\/tr>\n
586<\/td>\nSECTION G2410 (309) ELECTRICAL
SECTION G2411 (310) ELECTRICAL BONDING
SECTION G2412 (401) GENERAL <\/td>\n<\/tr>\n
587<\/td>\nSECTION G2413 (402) PIPE SIZING
EQUATION 24-3
EQUATION 24-4
TABLE G2413.4 (402.4) Cr AND Y VALUES FOR NATURAL GAS ANDUNDILUTED PROPANE AT STANDARD CONDITIONS <\/td>\n<\/tr>\n
588<\/td>\nTABLE G2413.4(1) [402.4(2)]SCHEDULE 40 METALLIC PIPE <\/td>\n<\/tr>\n
589<\/td>\nTABLE G2413.4(2) [402.4(5)]SCHEDULE 40 METALLIC PIPE <\/td>\n<\/tr>\n
590<\/td>\nTABLE G2413.4(3) [402.4(9)]SEMIRIGID COPPER TUBING <\/td>\n<\/tr>\n
591<\/td>\nTABLE G2413.4(4) [402.4(12)]SEMIRIGID COPPER TUBING <\/td>\n<\/tr>\n
592<\/td>\nTABLE G2413.4(5) [402.4(15)]CORRUGATED STAINLESS STEEL TUBING (CSST) <\/td>\n<\/tr>\n
593<\/td>\nTABLE G2413.4(6) [402.4(18)]CORRUGATED STAINLESS STEEL TUBING (CSST) <\/td>\n<\/tr>\n
594<\/td>\nTABLE G2413.4(7) [402.4(21)]POLYETHYLENE PLASTIC PIPE <\/td>\n<\/tr>\n
595<\/td>\nTABLE G2413.4(8) [402.4(22)]POLYETHYLENE PLASTIC PIPE <\/td>\n<\/tr>\n
596<\/td>\nTABLE G2413.4(9) [402.4(25)]SCHEDULE 40 METALLIC PIPE <\/td>\n<\/tr>\n
597<\/td>\nTABLE G2413.4(10) [402.4(26)]SCHEDULE 40 METALLIC PIPE <\/td>\n<\/tr>\n
598<\/td>\nTABLE G2413.4(11) [402.4(27)]SCHEDULE 40 METALLIC PIPE <\/td>\n<\/tr>\n
599<\/td>\nTABLE G2413.4(12) [402.4(28)]SCHEDULE 40 METALLIC PIPE <\/td>\n<\/tr>\n
600<\/td>\nTABLE G2413.4(13) [402.4(29)]SEMIRIGID COPPER TUBING <\/td>\n<\/tr>\n
601<\/td>\nTABLE G2413.4(14) [402.4(30)]SEMIRIGID COPPER TUBING <\/td>\n<\/tr>\n
602<\/td>\nTABLE G2413.4(15) [402.4(31)]SEMIRIGID COPPER TUBING <\/td>\n<\/tr>\n
603<\/td>\nTABLE G2413.4(16) [402.4(32)]CORRUGATED STAINLESS STEEL TUBING (CSST) <\/td>\n<\/tr>\n
604<\/td>\nTABLE G2413.4(17) [402.4(33)]CORRUGATED STAINLESS STEEL TUBING (CSST) <\/td>\n<\/tr>\n
605<\/td>\nTABLE G2413.4(18) [402.4(34)]CORRUGATED STAINLESS STEEL TUBING (CSST) <\/td>\n<\/tr>\n
606<\/td>\nTABLE G2413.4(19) [402.4(35)]POLYETHYLENE PLASTIC PIPE <\/td>\n<\/tr>\n
607<\/td>\nTABLE G2413.4(20) [402.4(36)]POLYETHYLENE PLASTIC PIPE <\/td>\n<\/tr>\n
608<\/td>\nTABLE G2413.4(21) [402.4(37)]POLYETHYLENE PLASTIC TUBING <\/td>\n<\/tr>\n
609<\/td>\nSECTION G2414 (403) PIPING MATERIALS <\/td>\n<\/tr>\n
610<\/td>\nTABLE G2414.8.2 (403.8.2) SPECIFICATIONS FOR THREADING METALLIC PIPE <\/td>\n<\/tr>\n
611<\/td>\nSECTION G2415 (404) PIPING SYSTEM INSTALLATION <\/td>\n<\/tr>\n
614<\/td>\nSECTION G2416 (405) PIPING BENDS AND CHANGES IN DIRECTION
SECTION G2417 (406) INSPECTION, TESTING AND PURGING <\/td>\n<\/tr>\n
615<\/td>\nTABLE G2417.7.1.1 (406.7.1.1) SIZE AND LENGTH OF PIPING <\/td>\n<\/tr>\n
616<\/td>\nSECTION G2418 (407) PIPING SUPPORT
SECTION G2419 (408) DRIPS AND SLOPED PIPING <\/td>\n<\/tr>\n
617<\/td>\nFIGURE G2419.4 (408.4) METHOD OF INSTALLING A TEE FITTING SEDIMENT TRAP
SECTION G2420 (409) SHUTOFF VALVES
TABLE G2420.1.1 (409.1.1) MANUAL GAS VALVE STANDARDS <\/td>\n<\/tr>\n
618<\/td>\nSECTION G2421 (410) FLOW CONTROLS
SECTION G2422 (411) APPLIANCE CONNECTIONS <\/td>\n<\/tr>\n
619<\/td>\nSECTION G2423 (413) COMPRESSED NATURAL GAS MOTORVEHICLE FUEL-DISPENSING FACILITIES
SECTION G2424 (415) PIPING SUPPORT INTERVALS <\/td>\n<\/tr>\n
620<\/td>\nTABLE G2424.1 (415.1) SUPPORT OF PIPING
SECTION G2425 (501) GENERAL <\/td>\n<\/tr>\n
621<\/td>\nSECTION G2426 (502) VENTS <\/td>\n<\/tr>\n
622<\/td>\nSECTION G2427 (503) VENTING OF APPLIANCES
TABLE G2427.4 (503.4) TYPE OF VENTING SYSTEM TO BE USED <\/td>\n<\/tr>\n
625<\/td>\nFIGURE G2427.6.4 (503.6.5) TERMINATION LOCATIONS FOR GAS VENTS WITH LISTED CAPS 12 INCHES OR LESS IN SIZE NOT LESS THAN 8 FEET FROM A VERTICAL WALL <\/td>\n<\/tr>\n
627<\/td>\nFIGURE G2427.8 (503.8) THROUGH-THE-WALL VENT TERMINAL CLEARANCES <\/td>\n<\/tr>\n
628<\/td>\nTABLE G2427.8 (503.8) THROUGH-THE-WALL VENT TERMINAL CLEARANCES <\/td>\n<\/tr>\n
629<\/td>\nTABLE G2427.10.2.4 (503.10.2.4)MINIMUM THICKNESS FOR GALVANIZED STEEL VENT CONNECTORS FOR LOW-HEAT APPLIANCES <\/td>\n<\/tr>\n
630<\/td>\nTABLE G2427.10.5(503.10.5)CLEARANCES FOR CONNECTORSa <\/td>\n<\/tr>\n
631<\/td>\nSECTION G2428 (504) SIZING OF CATEGORY I APPLIANCE VENTING SYSTEMS <\/td>\n<\/tr>\n
633<\/td>\nTABLE G2428.2(1) [504.2(1)]TYPE B DOUBLE-WALL GAS VENT <\/td>\n<\/tr>\n
634<\/td>\nTABLE G2428.2(2) [504.2(2)]TYPE B DOUBLE-WALL GAS VENT <\/td>\n<\/tr>\n
635<\/td>\nTABLE G2428.2(2) [504.2(2)]\u2014continuedTYPE B DOUBLE-WALL GAS VENT <\/td>\n<\/tr>\n
636<\/td>\nTABLE G2428.3.2 (504.3.2)MAXIMUM VENT CONNECTOR LENGTH <\/td>\n<\/tr>\n
637<\/td>\nTABLE G2428.3(1) [504.3(1)]TYPE B DOUBLE-WALL VENT <\/td>\n<\/tr>\n
638<\/td>\nTABLE G2428.3(2) [504.3(2)]TYPE B DOUBLE-WALL VENT <\/td>\n<\/tr>\n
639<\/td>\nTABLE G2428.3(3) [504.3(3)]MASONRY CHIMNEY <\/td>\n<\/tr>\n
640<\/td>\nTABLE G2428.3(4) [504.3(4)]MASONRY CHIMNEY <\/td>\n<\/tr>\n
642<\/td>\nSECTION G2429 (505) DIRECT-VENT, INTEGRAL VENT,MECHANICAL VENT AND VENTILATION\/EXHAUST HOOD VENTING
SECTION G2430 (506) FACTORY-BUILT CHIMNEYS <\/td>\n<\/tr>\n
643<\/td>\nSECTION G2431 (601) GENERAL
SECTION G2432 (602) DECORATIVE APPLIANCES FOR INSTALLATION IN FIREPLACES
SECTION G2433 (603) LOG LIGHTERS
SECTION G2434 (604) VENTED GAS FIREPLACES(DECORATIVE APPLIANCES)
SECTION G2435 (605) VENTED GAS FIREPLACE HEATERS
SECTION G2436 (608) VENTED WALL FURNACES
SECTION G2437 (609) FLOOR FURNACES <\/td>\n<\/tr>\n
644<\/td>\nSECTION G2438 (613) CLOTHES DRYERS
SECTION G2439 (614) CLOTHES DRYER EXHAUST <\/td>\n<\/tr>\n
645<\/td>\nSECTION G2440 (615) SAUNA HEATERS <\/td>\n<\/tr>\n
646<\/td>\nSECTION G2441 (617) POOL AND SPA HEATERS
SECTION G2442 (618) FORCED-AIR WARM-AIR FURNACES <\/td>\n<\/tr>\n
647<\/td>\nSECTION G2443 (619) CONVERSION BURNERS
SECTION G2444 (620) UNIT HEATERS
SECTION G2445 (621) UNVENTED ROOM HEATERS
SECTION G2446 (622) VENTED ROOM HEATERS
SECTION G2447 (623) COOKING APPLIANCES <\/td>\n<\/tr>\n
648<\/td>\nSECTION G2448 (624) WATER HEATERS
SECTION G2449 (627) AIR-CONDITIONING APPLIANCES
SECTION G2450 (628) ILLUMINATING APPLIANCES
SECTION G2451 (630) INFRARED RADIANT HEATERS <\/td>\n<\/tr>\n
649<\/td>\nSECTION G2452 (631) BOILERS
SECTION G2453 (635) OUTDOOR DECORATIVE APPLIANCES <\/td>\n<\/tr>\n
650<\/td>\nPART VII-PLUMBING
CHAPTER 25 PLUMBING ADMINISTRATION NOT ADOPTED <\/td>\n<\/tr>\n
652<\/td>\nCHAPTER 26 GENERAL PLUMBING REQUIREMENTS NOT ADOPTED <\/td>\n<\/tr>\n
654<\/td>\nCHAPTER 27 PLUMBING FIXTURES NOT ADOPTED <\/td>\n<\/tr>\n
656<\/td>\nCHAPTER 28 WATER HEATERS NOT ADOPTED <\/td>\n<\/tr>\n
658<\/td>\nCHAPTER 29 WATER SUPPLY AND DISTRIBUTION NOT ADOPTED EXCEPT FOR SECTION 2904
SECTION P2904 DWELLING UNIT FIRE SPRINKLER SYSTEMS <\/td>\n<\/tr>\n
659<\/td>\nTABLE P2904.2.2 LOCATIONS WHERE INTERMEDIATE TEMPERATURE SPRINKLERS ARE REQUIRED <\/td>\n<\/tr>\n
660<\/td>\nFIGURE P2904.2.4.2 MINIMUM ALLOWABLE DISTANCEBETWEEN SPRINKLER AND OBSTRUCTION <\/td>\n<\/tr>\n
662<\/td>\nEQUATION 29-1
TABLE P2904.6.2(1) WATER SERVICE PRESSURE LOSS (PLsvc)a, b <\/td>\n<\/tr>\n
663<\/td>\nTABLE P2904.6.2(2) MINIMUM WATER METER PRESSURE LOSS (PLm)a
TABLE P2904.6.2(3) ELEVATION LOSS (PLe) <\/td>\n<\/tr>\n
664<\/td>\nTABLE P2904.6.2(4) ALLOWABLE PIPE LENGTH FOR 3\/4-INCH TYPE M COPPER WATER TUBING <\/td>\n<\/tr>\n
665<\/td>\nTABLE P2904.6.2(5) ALLOWABLE PIPE LENGTH FOR 1-INCH TYPE M COPPER WATER TUBING <\/td>\n<\/tr>\n
666<\/td>\nTABLE P2904.6.2(6) ALLOWABLE PIPE LENGTH FOR 3\/4-INCH CPVC PIPE <\/td>\n<\/tr>\n
667<\/td>\nTABLE P2904.6.2(7) ALLOWABLE PIPE LENGTH FOR 1-INCH CPVC PIPE <\/td>\n<\/tr>\n
668<\/td>\nTABLE P2904.6.2(8) ALLOWABLE PIPE LENGTH FOR 3\/4-INCH PEX AND PE-RT TUBING <\/td>\n<\/tr>\n
669<\/td>\nTABLE P2904.6.2(9) ALLOWABLE PIPE LENGTH FOR 1-INCH PEX AND PE-RT TUBING <\/td>\n<\/tr>\n
672<\/td>\nCHAPTER 30 SANITARY DRAINAGE NOT ADOPTED <\/td>\n<\/tr>\n
674<\/td>\nCHAPTER 31 VENTS NOT ADOPTED <\/td>\n<\/tr>\n
676<\/td>\nCHAPTER 32 TRAPS NOT ADOPTED <\/td>\n<\/tr>\n
678<\/td>\nCHAPTER 33 STORM DRAINAGE NOT ADOPTED <\/td>\n<\/tr>\n
680<\/td>\nPART VIII-ELECTRICAL
CHAPTER 34 GENERAL REQUIREMENTS NOT ADOPTED <\/td>\n<\/tr>\n
682<\/td>\nCHAPTER 35 ELECTRICAL DEFINITIONS NOT ADOPTED <\/td>\n<\/tr>\n
684<\/td>\nCHAPTER 36 SERVICES NOT ADOPTED <\/td>\n<\/tr>\n
686<\/td>\nCHAPTER 37 BRANCH CIRCUIT AND FEEDER REQUIREMENTS NOT ADOPTED <\/td>\n<\/tr>\n
688<\/td>\nCHAPTER 38 WIRING METHODS NOT ADOPTED <\/td>\n<\/tr>\n
690<\/td>\nCHAPTER 39 POWER AND LIGHTING DISTRIBUTIONNOT ADOPTED <\/td>\n<\/tr>\n
692<\/td>\nCHAPTER 40 DEVICES AND LUMINAIRES NOT ADOPTED <\/td>\n<\/tr>\n
694<\/td>\nCHAPTER 41 APPLIANCE INSTALLATIONNOT ADOPTED <\/td>\n<\/tr>\n
696<\/td>\nCHAPTER 42 SWIMMING POOLS NOT ADOPTED <\/td>\n<\/tr>\n
698<\/td>\nCHAPTER 43 CLASS 2 REMOTE-CONTROL, SIGNALING AND POWER-LIMITED CIRCUITS NOT ADOPTED <\/td>\n<\/tr>\n
700<\/td>\nPART IX-REFERENCED STANDARDS
CHAPTER 44 REFERENCED STANDARDS
AAMA
ACCA <\/td>\n<\/tr>\n
701<\/td>\nACI
AHAM
AISI
AMCA
ANCE <\/td>\n<\/tr>\n
702<\/td>\nANSI <\/td>\n<\/tr>\n
704<\/td>\nAPA
ASCE\/SEI <\/td>\n<\/tr>\n
705<\/td>\nASHRAE
ASME
ASTM <\/td>\n<\/tr>\n
717<\/td>\nAWC
AWPA
AWS
AWWA
CEN <\/td>\n<\/tr>\n
718<\/td>\nCPA
CPSC
CSA <\/td>\n<\/tr>\n
719<\/td>\nCSSB
DASMA
DHA
DOC
DOTn <\/td>\n<\/tr>\n
720<\/td>\nFEMA
FM
GA
HVI <\/td>\n<\/tr>\n
721<\/td>\nICC
ISO
MSS <\/td>\n<\/tr>\n
722<\/td>\nNAIMA
NFPA <\/td>\n<\/tr>\n
723<\/td>\nNSF
PCA
SBCA
SMACNA <\/td>\n<\/tr>\n
724<\/td>\nTMS
TPI
UL <\/td>\n<\/tr>\n
727<\/td>\nULC
WDMA
WMA <\/td>\n<\/tr>\n
728<\/td>\nCHAPTER 45 EXISTING BUILDING AND STRUC
SECTION R4501 SCOPE AND PURPOSE
SECTION R4502 COMPLIANCE
SECTION R4503 REPAIRS <\/td>\n<\/tr>\n
729<\/td>\nSECTION R4504 ALTERATIONS <\/td>\n<\/tr>\n
730<\/td>\nSECTION R4505 ADDITIONS
SECTION R4506 RELOCATIONS <\/td>\n<\/tr>\n
732<\/td>\nAPPENDIX AA SIZING AND CAPACITIES OF GAS PIPING
SECTION AA101 GENERAL PIPING CONSIDERATIONS
SECTION AA102 DESCRIPTION OF TABLES <\/td>\n<\/tr>\n
735<\/td>\nSECTION AA103 USE OF CAPACITY TABLES <\/td>\n<\/tr>\n
737<\/td>\nSECTION AA104 USE OF SIZING EQUATIONS <\/td>\n<\/tr>\n
738<\/td>\nSECTION AA105 PIPE AND TUBE DIAMETERS
SECTION AA106 EXAMPLES OF PIPING SYSTEM DESIGN AND SIZING <\/td>\n<\/tr>\n
744<\/td>\nAPPENDIX AB SIZING OF VENTING SYSTEMS SERVING APPLIANCES EQUIPPED WITH DRAFT HOODS, CATEGORY I APPLIANCES ANDAPPLIANCES LISTED FOR USE WITH TYPE B VENTS
SECTION AB101 EXAMPLES USING SINGLE-APPLIANCE VENTING TABLES
FIGURE AB101.1 EXAMPLE 1: SINGLE DRAFT HOOD-EQUIPPED APPLIANCE <\/td>\n<\/tr>\n
745<\/td>\nFIGURE AB101.2 EXAMPLE 2: SINGLE FAN-ASSISTED APPLIANCE
FIGURE AB101.4(1) TYPE B DOUBLE-WALL VENT SYSTEM SERVING A SINGLE APPLIANCE WITH A TYPE B DOUBLE-WALL VENT <\/td>\n<\/tr>\n
746<\/td>\nFIGURE AB101.4(2) TYPE B DOUBLE-WALL VENT SYSTEMSERVING A SINGLE APPLIANCE WITH A SINGLE-WALL METAL VENT CONNECTOR
FIGURE AB101.4(3) VENT SYSTEM SERVING A SINGLE APPLIANCE WITH A MASONRY CHIMNEY OF TYPE B DOUBLE-WALL VENT CONNECTOR
FIGURE AB101.4(4) VENT SYSTEM SERVING A SINGLE APPLIANCE USING A MASONRY CHIMNEYAND A SINGLE-WALL METAL VENT CONNECTOR
FIGURE AB101.4(5) ASBESTOS CEMENT TYPE B OR SINGLE-WALL METAL VENT SYSTEM SERVINGA SINGLE DRAFT HOOD-EQUIPPED APPLIANCE <\/td>\n<\/tr>\n
747<\/td>\nSECTION AB102 EXAMPLES USING COMMON VENTING TABLES
FIGURE AB102.1 EXAMPLE 4: COMMON VENTINGTWO DRAFT HOOD-EQUIPPED APPLIANCES <\/td>\n<\/tr>\n
748<\/td>\nFIGURE AB102.2 EXAMPLE 5a: COMMON VENTING A DRAFT HOOD WITH A FAN-ASSISTED FURNACEINTO A TYPE B DOUBLE-WALL COMMON VENT <\/td>\n<\/tr>\n
749<\/td>\nTABLE AB102.3 MASONRY CHIMNEY LINER DIMENSIONS WITH CIRCULAR EQUIVALENTSa <\/td>\n<\/tr>\n
750<\/td>\nFIGURE AB102.5(1) VENT SYSTEM SERVING TWO OR MORE APPLIANCES WITH TYPE B DOUBLE-WALL VENT AND TYPE B DOUBLE-WALL VENT CONNECTOR
FIGURE AB102.5(2) VENT SYSTEM SERVING TWO OR MORE APPLIANCES WITH TYPE B DOUBLE-WALL VENT AND SINGLE-WALL METAL VENT CONNECTORS <\/td>\n<\/tr>\n
751<\/td>\nFIGURE AB102.5(3) MASONRY CHIMNEY SERVINGTWO OR MORE APPLIANCES WITH TYPE B DOUBLE-WALL VENT CONNECTOR
FIGURE AB102.5(4) MASONRY CHIMNEY SERVING TWO OR MORE APPLIANCES WITH SINGLE-WALL METAL VENT CONNECTORS
FIGURE AB102.5(5) ASBESTOS CEMENT TYPE B OR SINGLE-WALL METAL VENT SYSTEM SERVING TWO OR MORE DRAFT HOOD-EQUIPPED APPLIANCES
FIGURE AB102.5(6) USE OF MANIFOLD COMMON VENT CONNECTOR <\/td>\n<\/tr>\n
752<\/td>\nFIGURE AB102.5(7) USE OF OFFSET COMMON VENTS WITH SINGLE-WALL METAL VENT CONNECTORS
FIGURE AB102.5(8) MULTISTORY GAS VENT DESIGN PROCEDURE FOR EACH SEGMENT OF SYSTEM
FIGURE AB102.5(9) MULTISTORY VENT SYSTEMS <\/td>\n<\/tr>\n
753<\/td>\nFIGURE AB102.5 (10)99% WINTER DESIGN TEMPERATURES FOR THE CONTIGUOUS UNITED STATES <\/td>\n<\/tr>\n
754<\/td>\nAPPENDIX AC EXIT TERMINALS OF MECHANICAL DRAFT AND DIRECT-VENT VENTING SYSTEMS
SECTION AC101 GENERAL
FIGURE AC101.1 EXIT TERMINALS OF MECHANICAL DRAFT AND DIRECT-VENT VENTING SYSTEMS <\/td>\n<\/tr>\n
756<\/td>\nAPPENDIX AD RECOMMENDED PROCEDURE FOR SAFETY INSPECTION OF AN EXISTING APPLIANCE INSTALLATION
SECTION AD101 GENERAL
SECTION AD102 OCCUPANT AND INSPECTOR SAFETY <\/td>\n<\/tr>\n
757<\/td>\nSECTION AD103 GAS PIPING AND CONNECTIONS INSPECTIONS
SECTION AD104 INSPECTIONS TO BE PERFORMED WITH THE APPLIANCE NOT OPERATING <\/td>\n<\/tr>\n
758<\/td>\nSECTION AD105 INSPECTIONS TO BE PERFORMED WITH THE APPLIANCE OPERATING <\/td>\n<\/tr>\n
759<\/td>\nSECTION AD106 APPLIANCE-SPECIFIC INSPECTIONS <\/td>\n<\/tr>\n
761<\/td>\nTABLE AD106 CO THRESHOLDS <\/td>\n<\/tr>\n
762<\/td>\nAPPENDIX AE MANUFACTURED HOUSING USED AS DWELLINGS
SECTION AE101 SCOPE
SECTION AE102 APPLICATION TO EXISTING MANUFACTURED HOMES AND BUILDING SERVICE EQUIPMENT <\/td>\n<\/tr>\n
763<\/td>\nSECTION AE103 DEFINITIONS
SECTION AE104 PERMITS <\/td>\n<\/tr>\n
764<\/td>\nSECTION AE105 APPLICATION FOR PERMIT
SECTION AE106 PERMITS ISSUANCE <\/td>\n<\/tr>\n
765<\/td>\nSECTION AE107 FEES
SECTION AE108 INSPECTIONS <\/td>\n<\/tr>\n
766<\/td>\nSECTION AE109 SPECIAL INSPECTIONS
SECTION AE110 UTILITY SERVICE <\/td>\n<\/tr>\n
767<\/td>\nSECTION AE111 OCCUPANCY CLASSIFICATION
SECTION AE112 LOCATION ON PROPERTY
SECTION AE113 DESIGN
SECTION AE114 FOUNDATION SYSTEMS
SECTION AE115 SKIRTING AND PERIMETER ENCLOSURES <\/td>\n<\/tr>\n
768<\/td>\nSECTION AE116 STRUCTURAL ADDITIONS
SECTION AE117 BUILDING SERVICE EQUIPMENT
SECTION AE118 EXITS
SECTION AE119 OCCUPANCY, FIRE SAFETY AND ENERGYCONSERVATION STANDARDS
SECTION AE120 SPECIAL REQUIREMENTS FOR FOUNDATION SYSTEMS
SECTION AE121 FOOTINGS AND FOUNDATIONS
SECTION AE122 PIER CONSTRUCTION <\/td>\n<\/tr>\n
769<\/td>\nSECTION AE123 HEIGHT OF PIERS
SECTION AE124 ANCHORAGE INSTALLATIONS
SECTION AE125 TIES, MATERIALS AND INSTALLATION <\/td>\n<\/tr>\n
770<\/td>\nSECTION AE126 REFERENCED STANDARDS
TABLE AE126.1 REFERENCED STANDARDS <\/td>\n<\/tr>\n
772<\/td>\nAPPENDIX AF RADON CONTROL METHODS
SECTION AF101 SCOPE
SECTION AF102 DEFINITIONS
SECTION AF103 REQUIREMENTS <\/td>\n<\/tr>\n
773<\/td>\nFIGURE AF101 EPA MAP OF RADON ZONES
TABLE AF101(1) HIGH RADON POTENTIAL (ZONE 1) COUNTIESa <\/td>\n<\/tr>\n
774<\/td>\nFIGURE AF103.1 RADON-RESISTANT CONSTRUCTION DETAILS FOR FOUR FOUNDATION TYPES <\/td>\n<\/tr>\n
776<\/td>\nSECTION AF104 TESTING <\/td>\n<\/tr>\n
778<\/td>\nAPPENDIX AG PIPING STANDARDS FOR VARIOUS APPLICATIONS
SECTION AG101 PLASTIC PIPING STANDARDS
SECTION AG102 REFERENCED STANDARDS <\/td>\n<\/tr>\n
779<\/td>\nTABLE AG101.1 PLASTIC PIPING STANDARDS FOR VARIOUS APPLICATIONSa, b <\/td>\n<\/tr>\n
780<\/td>\nTABLE AG101.1\u2014continued PLASTIC PIPING STANDARDS FOR VARIOUS APPLICATIONSa, b <\/td>\n<\/tr>\n
781<\/td>\nTABLE AG101.1\u2014continued PLASTIC PIPING STANDARDS FOR VARIOUS APPLICATIONSa, b <\/td>\n<\/tr>\n
782<\/td>\nTABLE AG102.1 REFERENCED STANDARDS <\/td>\n<\/tr>\n
783<\/td>\nTABLE AG102.1\u2014continued REFERENCED STANDARDS <\/td>\n<\/tr>\n
784<\/td>\nAPPENDIX AH PATIO COVERS
SECTION AH101 GENERAL
SECTION AH102 DEFINITION
SECTION AH103 EXTERIOR WALLS AND OPENINGS
SECTION AH104 HEIGHT
SECTION AH105 STRUCTURAL PROVISIONS
SECTION AH106 SPECIAL PROVISIONS FOR ALUMINUM SCREEN ENCLOSURES IN HURRICANE-PRONE REGIONS <\/td>\n<\/tr>\n
785<\/td>\nTABLE AH106.4.1(1) DESIGN WIND PRESSURES FOR SCREEN ENCLOSURE FRAMINGa, b, e, f, g, h
TABLE AH106.4.1(2) ADJUSTMENT FACTOR FOR BUILDING HEIGHT AND EXPOSURE <\/td>\n<\/tr>\n
786<\/td>\nFIGURE AH106.4.1 ULTIMATE DESIGN WIND SPEEDS FOR PATIO COVERS AND SCREEN ENCLOSURES <\/td>\n<\/tr>\n
788<\/td>\nAPPENDIX AI PRIVATE SEWAGE DISPOSAL
SECTION AI101 GENERAL <\/td>\n<\/tr>\n
790<\/td>\nAPPENDIX AJ EXISTING BUILDINGS AND STRUCTURES
SECTION AJ101 PURPOSE AND INTENT
SECTION AJ102 COMPLIANCE <\/td>\n<\/tr>\n
791<\/td>\nSECTION AJ103 PRELIMINARY MEETING
SECTION AJ104 EVALUATION OF AN EXISTING BUILDING
SECTION AJ105 PERMIT
SECTION AJ106 DEFINITIONS <\/td>\n<\/tr>\n
792<\/td>\nSECTION AJ107 REPAIRS
SECTION AJ108 RENOVATIONS <\/td>\n<\/tr>\n
793<\/td>\nSECTION AJ109 ALTERATIONS
SECTION AJ110 RECONSTRUCTION <\/td>\n<\/tr>\n
794<\/td>\nSECTION AJ111 REFERENCED STANDARDS
TABLE AJ111.1 REFERENCED STANDARDS <\/td>\n<\/tr>\n
796<\/td>\nAPPENDIX AK SOUND TRANSMISSION
SECTION AK101 GENERAL
SECTION AK102 AIRBORNE SOUND
SECTION AK103 STRUCTURAL-BORNE SOUND
SECTION AK104 REFERENCED STANDARDS
TABLE AK104.1 REFERENCED STANDARDS <\/td>\n<\/tr>\n
798<\/td>\nAPPENDIX AL PERMIT FEES
SECTION AL101 GENERAL
TABLE AL101.1 PERMIT FEE SCHEDULE <\/td>\n<\/tr>\n
800<\/td>\nAPPENDIX AM HOME DAY CARE\u2014R-3 OCCUPANCY
SECTION AM101 GENERAL
SECTION AM102 DEFINITION
SECTION AM103 MEANS OF EGRESS <\/td>\n<\/tr>\n
801<\/td>\nSECTION AM104 SMOKE DETECTION <\/td>\n<\/tr>\n
802<\/td>\nAPPENDIX AN VENTING METHODS
SECTION AN101 VENTING METHODS
FIGURE AN101.1(1) TYPICAL SINGLE-BATH WET-VENT ARRANGEMENTS <\/td>\n<\/tr>\n
803<\/td>\nFIGURE AN101.1(2) TYPICAL DOUBLE-BATH WET-VENT ARRANGEMENTS <\/td>\n<\/tr>\n
804<\/td>\nFIGURE AN101.1(3) TYPICAL HORIZONTAL WET VENTING <\/td>\n<\/tr>\n
805<\/td>\nFIGURE AN101.1(4) TYPICAL METHODS OF WET VENTING <\/td>\n<\/tr>\n
806<\/td>\nFIGURE AN101.1(5) SINGLE-STACK SYSTEM FOR A TWO-STORY DWELLING <\/td>\n<\/tr>\n
807<\/td>\nFIGURE AN101.1(6) WASTE STACK VENTING
FIGURE AN101.1(7) CIRCUIT VENT WITH ADDITIONAL NONCIRCUIT-VENTED BRANCH <\/td>\n<\/tr>\n
808<\/td>\nAPPENDIX AO AUTOMATIC VEHICULAR GATES
SECTION AO101 GENERAL
SECTION AO102 DEFINITION
SECTION AO103 AUTOMATIC VEHICULAR GATES
SECTION AO104 REFERENCED STANDARDS
TABLE AO104.1 REFERENCED STANDARDS <\/td>\n<\/tr>\n
810<\/td>\nAPPENDIX AP SIZING OF WATER PIPING SYSTEM
SECTION AP101 GENERAL
SECTION AP102 INFORMATION REQUIRED
SECTION AP103 SELECTION OF PIPE SIZE <\/td>\n<\/tr>\n
812<\/td>\nFIGURE AP103.3(1) EXAMPLE\u2014SIZING <\/td>\n<\/tr>\n
813<\/td>\nTABLE AP103.3(1) RECOMMENDED TABULAR ARRANGEMENT FOR USE IN SOLVING PIPE SIZING PROBLEMS <\/td>\n<\/tr>\n
814<\/td>\nTABLE AP103.3(2) LOAD VALUES ASSIGNED TO FIXTURESa <\/td>\n<\/tr>\n
815<\/td>\nFIGURE AP103.3(2) FRICTION LOSS IN SMOOTH PIPEa (TYPE K, ASTM B88 COPPER TUBING) <\/td>\n<\/tr>\n
816<\/td>\nTABLE AP103.3(3) TABLE FOR ESTIMATING DEMAND <\/td>\n<\/tr>\n
817<\/td>\nTABLE AP103.3(3)\u2014continued TABLE FOR ESTIMATING DEMAND <\/td>\n<\/tr>\n
818<\/td>\nFIGURE AP103.3(3) FRICTION LOSS IN SMOOTH PIPEa (TYPE L, ASTM B88 COPPER TUBING) <\/td>\n<\/tr>\n
819<\/td>\nTABLE AP103.3(4) LOSS OF PRESSURE THROUGH TAPS AND TEES IN POUNDS PER SQUARE INCH (psi) <\/td>\n<\/tr>\n
820<\/td>\nFIGURE AP103.3(4) FRICTION LOSS IN SMOOTH PIPEa (TYPE M, ASTM B88 COPPER TUBING) <\/td>\n<\/tr>\n
821<\/td>\nTABLE AP103.3(5) ALLOWANCE IN EQUIVALENT LENGTHS OF PIPE FOR FRICTION LOSS IN VALVES AND THREADED FITTINGS (feet) <\/td>\n<\/tr>\n
822<\/td>\nFIGURE AP103.3(5) FRICTION LOSS IN FAIRLY SMOOTH PIPEa <\/td>\n<\/tr>\n
823<\/td>\nTABLE AP103.3(6) PRESSURE LOSS IN FITTINGS AND VALVES EXPRESSED AS EQUIVALENT LENGTH OF TUBEa (feet) <\/td>\n<\/tr>\n
824<\/td>\nFIGURE AP103.3(6) FRICTION LOSS IN FAIRLY ROUGH PIPEa <\/td>\n<\/tr>\n
825<\/td>\nFIGURE AP103.3(7) FRICTION LOSS IN ROUGH PIPEa <\/td>\n<\/tr>\n
827<\/td>\nTABLE AP103.3.1(1) SUMMATION OF DEVELOPED PIPING LENGTHS <\/td>\n<\/tr>\n
828<\/td>\nTABLE AP103.3.1(2) FITTING PRESSURE LOSSES EXPRESSED IN EQUIVALENT LENGTHS (formerly Table AP.1)
TABLE AP103.3.1(3) TOTAL FRICTION LOSS EQUIVALENT PIPING LENGTH (formerly Table AP.2)
SECTION AP201 SELECTION OF PIPE SIZE <\/td>\n<\/tr>\n
830<\/td>\nTABLE AP201.1 MINIMUM SIZE OF WATER METERS, MAINS AND DISTRIBUTION PIPING BASED ON WATER SUPPLY FIXTURE UNIT VALUES(w.s.f.u.) <\/td>\n<\/tr>\n
831<\/td>\nTABLE AP201.1\u2014continued MINIMUM SIZE OF WATER METERS, MAINS AND DISTRIBUTION PIPING BASED ON WATER SUPPLY FIXTURE UNIT VALUES(w.s.f.u.) <\/td>\n<\/tr>\n
832<\/td>\nAPPENDIX AQ TINY HOUSES
SECTION AQ101 GENERAL
SECTION AQ102 DEFINITIONS
SECTION AQ103 CEILING HEIGHT
SECTION AQ104 ENERGY CONSERVATION
SECTION AQ105 EMERGENCY ESCAPE AND RESCUE OPENINGS
SECTION AQ106 ENERGY CONSERVATION <\/td>\n<\/tr>\n
834<\/td>\nAPPENDIX AR LIGHT STRAW-CLAY CONSTRUCTION
SECTION AR101 GENERAL
SECTION AR102 DEFINITIONS
SECTION AR103 NONBEARING LIGHT STRAW-CLAYCONSTRUCTION <\/td>\n<\/tr>\n
835<\/td>\nTABLE AR103.2.3 REQUIREMENTS AND PROPERTIES OF LIGHT STRAW-CLAY MIXTURESa
FIGURE AR103.2.4(1) LIGHT STRAW-CLAY WALL WITH LARSEN TRUSSES
FIGURE AR103.2.4(2) LIGHT STRAW-CLAY WALL SINGLE STUD WIDTH <\/td>\n<\/tr>\n
836<\/td>\nFIGURE AR103.2.4(3) LIGHT STRAW-CLAY WALL WITH BLIND STUDS <\/td>\n<\/tr>\n
837<\/td>\nSECTION AR104 THERMAL PERFORMANCE
SECTION AR105 REFERENCED STANDARDS
TABLE AR105.1 REFERENCED STANDARDS <\/td>\n<\/tr>\n
838<\/td>\nAPPENDIX AS STRAWBALE CONSTRUCTION
SECTION AS101 GENERAL
SECTION AS102 DEFINITIONS <\/td>\n<\/tr>\n
839<\/td>\nFIGURE AS101.2 TYPICAL STRAWBALE WALL SYSTEMS
FIGURE AS102.1 BALE ORIENTATIONS <\/td>\n<\/tr>\n
840<\/td>\nSECTION AS103 BALES
FIGURE AS103.2 APPROXIMATE DIMENSIONS OF COMMON STRAW BALES
SECTION AS104 FINISHES <\/td>\n<\/tr>\n
842<\/td>\nSECTION AS105 STRAWBALE WALLS\u2014GENERAL <\/td>\n<\/tr>\n
843<\/td>\nFIGURE AS105.1(1) TYPICAL BASE OF PLASTERED STRAWBALE WALL ON CONCRETE SLAB AND FOOTING <\/td>\n<\/tr>\n
844<\/td>\nFIGURE AS105.1(2) TYPICAL BASE OF PLASTERED STRAWBALE WALL OVER RAISED FLOOR <\/td>\n<\/tr>\n
845<\/td>\nFIGURE AS105.1(3) TYPICAL TOP OF LOAD-BEARING STRAWBALE WALL <\/td>\n<\/tr>\n
846<\/td>\nFIGURE AS105.1(4) TYPICAL TOP OF POST-AND-BEAM WALL WITH PLASTERED STRAWBALE INFILL <\/td>\n<\/tr>\n
847<\/td>\nTABLE AS105.4 OUT-OF-PLANE RESISTANCE METHODS AND UNRESTRAINED WALL DIMENSION LIMITS <\/td>\n<\/tr>\n
848<\/td>\nSECTION AS106 STRAWBALE WALLS\u2014STRUCTURAL <\/td>\n<\/tr>\n
849<\/td>\nTABLE AS106.6.1 MINIMUM COMPRESSIVE STRENGTHFOR PLASTERS ON STRUCTURAL WALLS <\/td>\n<\/tr>\n
850<\/td>\nEQUATION AS-1
TABLE AS106.12 ALLOWABLE SUPERIMPOSED VERTICAL LOADS (LBS\/FOOT) FOR PLASTERED LOAD-BEARING STRAWBALE WALLS <\/td>\n<\/tr>\n
851<\/td>\nTABLE AS106.13(1) PLASTERED STRAWBALE BRACED WALL PANEL TYPES
SECTION AS107 FIRE RESISTANCE <\/td>\n<\/tr>\n
852<\/td>\nTABLE AS106.13(2) BRACING REQUIREMENTS FOR STRAWBALE BRACED WALL PANELS BASED ON WIND SPEED <\/td>\n<\/tr>\n
853<\/td>\nTABLE AS106.13(3) BRACING REQUIREMENTS FOR STRAWBALE BRACED WALL PANELS BASED ON SEISMIC DESIGN CATEGORY <\/td>\n<\/tr>\n
854<\/td>\nSECTION AS108 THERMAL INSULATION
SECTION AS109 REFERENCED STANDARDS
TABLE AS109.1 REFERENCED STANDARDS <\/td>\n<\/tr>\n
856<\/td>\nAPPENDIX AT SOLAR-READY PROVISIONS\u2014DETACHED ONE- ANDTWO-FAMILY DWELLINGS AND TOWNHOUSES
SECTION AT101 (RB101)SCOPE
SECTION AT102 (RB102) GENERAL DEFINITION
SECTION AT103 (RB103) SOLAR-READY ZONE <\/td>\n<\/tr>\n
858<\/td>\nAPPENDIX AU COB CONSTRUCTION (MONOLITHIC ADOBE)
SECTION AU101 GENERAL
FIGURE AU101.4 TYPICAL COB WALL <\/td>\n<\/tr>\n
859<\/td>\nSECTION AU102 DEFINITIONS
SECTION AU103 MATERIALS, MIXING AND INSTALLATION <\/td>\n<\/tr>\n
860<\/td>\nSECTION AU104 FINISHES <\/td>\n<\/tr>\n
861<\/td>\nSECTION AU105 COB WALLS\u2014GENERAL <\/td>\n<\/tr>\n
862<\/td>\nTABLE AU105.3 OUT-OF-PLANE RESISTANCE METHODS AND UNRESTRAINED WALL HEIGHT LIMITS <\/td>\n<\/tr>\n
863<\/td>\nSECTION AU106 COB WALLS\u2014STRUCTURAL
EQUATION AU-1 <\/td>\n<\/tr>\n
864<\/td>\nEQUATION AU-2
EQUATION AU-3 <\/td>\n<\/tr>\n
865<\/td>\nFIGURE AU106.9.5 CONNECTION OF ROOF FRAMING TO BOND BEAMS <\/td>\n<\/tr>\n
866<\/td>\nFIGURE AU106.9.6 CONNECTIONS AT GABLE AND SHED ROOF END WALLS
EQUATION AU-4 <\/td>\n<\/tr>\n
867<\/td>\nTABLE AU106.10 LINTELS AND BOND BEAMS SPANNING OPENINGS <\/td>\n<\/tr>\n
868<\/td>\nTABLE AU106.11(1) COB BRACED WALL PANEL TYPES <\/td>\n<\/tr>\n
869<\/td>\nTABLE AU106.11(2) BRACING REQUIREMENTS FOR COB BRACED WALL PANELS BASED ON WIND SPEED
TABLE AU106.11(3) BRACING REQUIREMENTS FOR COB BRACED WALL PANELS BASED ON SEISMIC DESIGN CATEGORY A <\/td>\n<\/tr>\n
870<\/td>\nTABLE AU106.11(4) BRACING REQUIREMENTS FOR COB BRACED WALL PANELS BASED ON SEISMIC DESIGN CATEGORY B <\/td>\n<\/tr>\n
871<\/td>\nTABLE AU106.11(5) BRACING REQUIREMENTS FOR COB BRACED WALL PANELS BASED ON SEISMIC DESIGN CATEGORY C <\/td>\n<\/tr>\n
872<\/td>\nFIGURE AU106.11.3 CURVED BRACED WALL PANEL
TABLE AU106.12 ANCHORAGE OF BOND BEAMS FOR WIND UPLIFT <\/td>\n<\/tr>\n
873<\/td>\nSECTION AU107 COB FLOORS
SECTION AU108 FIRE RESISTANCE
SECTION AU109 THERMAL PERFORMANCE
SECTION AU110 REFERENCED STANDARDS
TABLE AU110.1 REFERENCED STANDARDS <\/td>\n<\/tr>\n
874<\/td>\nAPPENDIX AV BOARD OF APPEALS
SECTION AV101 GENERAL <\/td>\n<\/tr>\n
876<\/td>\nAPPENDIX AW 3D-PRINTED BUILDING CONSTRUCTION
SECTION AW101 GENERAL
SECTION AW102 DEFINITIONS
SECTION AW103 BUILDING DESIGN
SECTION AW104 BUILDING CONSTRUCTION
SECTION AW105 SPECIAL INSPECTIONS <\/td>\n<\/tr>\n
877<\/td>\nSECTION AW106 REFERENCED STANDARDS
TABLE AW106.1 REFERENCED STANDARDS <\/td>\n<\/tr>\n
878<\/td>\nAPPENDIX AX (RC) ZERO ENERGY RESIDENTIAL BUILDING PROVISIONS
SECTION AX 101(RC101) COMPLIANCE
SECTION AX 102 (RC102) ZERO ENERGY RESIDENTIAL BUILDINGS
EQUATION AX-1
TABLE AX102.2 (RC102.2)MAXIMUM ENERGY RATING INDEXa
SECTION AX103 (RC103) REFERENCED STANDARDS
TABLE AX103.1 (RC103.1) REFERENCED STANDARDS <\/td>\n<\/tr>\n
880<\/td>\nAPPENDIX AWU DWELLING UNIT FIRE SPRINKLER SYSTEMS <\/td>\n<\/tr>\n
882<\/td>\nAPPENDIX AWV FIRE SPRINKLERS <\/td>\n<\/tr>\n
884<\/td>\nAPPENDIX AWY CONSTRUCTION AND DEMOLITION MATERIAL MANAGEMENT
SECTION AWY101 GENERAL
SECTION AWY102 GENERAL DEFINITIONS
SECTION AWY103 CONSTRUCTION AND DEMOLITION MATERIALMANAGEMENT <\/td>\n<\/tr>\n
886<\/td>\nAPPENDIX AWZ BUILDING DECONSTRUCTION
SECTION AWZ101 GENERAL
SECTION AWZ102 GENERAL DEFINITIONS
SECTION AWZ103 DECONSTRUCTION <\/td>\n<\/tr>\n
888<\/td>\nINDEX <\/td>\n<\/tr>\n
900<\/td>\nCHANGES TO THE CODE DEVELOPMENT PROCESS <\/td>\n<\/tr>\n
901<\/td>\nICC CREDENTIALING <\/td>\n<\/tr>\n
902<\/td>\nICC DIGITAL CODES PREMIUM <\/td>\n<\/tr>\n
903<\/td>\nICC EVALUATION SERVICE\u00ae <\/td>\n<\/tr>\n<\/table>\n","protected":false},"excerpt":{"rendered":"

Washington State Residential Code Based on the 2021 International Residential Code<\/b><\/p>\n\n\n\n\n
Published By<\/td>\nPublication Date<\/td>\nNumber of Pages<\/td>\n<\/tr>\n
WA<\/b><\/a><\/td>\n2021<\/td>\n903<\/td>\n<\/tr>\n<\/tbody>\n<\/table>\n","protected":false},"featured_media":449304,"template":"","meta":{"rank_math_lock_modified_date":false,"ep_exclude_from_search":false},"product_cat":[2738],"product_tag":[],"class_list":{"0":"post-449301","1":"product","2":"type-product","3":"status-publish","4":"has-post-thumbnail","6":"product_cat-wa","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\/449301","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\/449304"}],"wp:attachment":[{"href":"https:\/\/pdfstandards.shop\/wp-json\/wp\/v2\/media?parent=449301"}],"wp:term":[{"taxonomy":"product_cat","embeddable":true,"href":"https:\/\/pdfstandards.shop\/wp-json\/wp\/v2\/product_cat?post=449301"},{"taxonomy":"product_tag","embeddable":true,"href":"https:\/\/pdfstandards.shop\/wp-json\/wp\/v2\/product_tag?post=449301"}],"curies":[{"name":"wp","href":"https:\/\/api.w.org\/{rel}","templated":true}]}}