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| PDF Pages<\/th>\n | PDF Title<\/th>\n<\/tr>\n | ||||||
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| 1<\/td>\n | 2009 IRC\u00ae INTERNATIONAL RESIDENTIAL CODE\u00ae FOR ONE- AND TWO-FAMILY DWELLINGS CODE AND COMMENTARY VOLUME 1 TITLE PAGE 2009 IRC\u00ae INTERNATIONAL RESIDENTIAL CODE\u00ae FOR ONE- AND TWO-FAMILY DWELLINGS CODE AND COMMENTARY VOLUME 1 TITLE PAGE <\/td>\n<\/tr>\n | ||||||
| 2<\/td>\n | COPYRIGHT COPYRIGHT <\/td>\n<\/tr>\n | ||||||
| 3<\/td>\n | PREFACE PREFACE <\/td>\n<\/tr>\n | ||||||
| 5<\/td>\n | TABLE OF CONTENTS TABLE OF CONTENTS <\/td>\n<\/tr>\n | ||||||
| 7<\/td>\n | PART I – ADMINISTRATIVE \n PART I – ADMINISTRATIVE \n CHAPTER 1: SCOPE AND ADMINISTRATION CHAPTER 1: SCOPE AND ADMINISTRATION GENERAL COMMENTS GENERAL COMMENTS PURPOSE PURPOSE PART I\u2014SCOPE AND APPLICATION PART I\u2014SCOPE AND APPLICATION SECTION R101 – GENERAL SECTION R101 – GENERAL <\/td>\n<\/tr>\n | ||||||
| 9<\/td>\n | SECTION R102 – APPLICABILITY SECTION R102 – APPLICABILITY <\/td>\n<\/tr>\n | ||||||
| 11<\/td>\n | PART II\u2014ADMINISTRATION AND ENFORCEMENT PART II\u2014ADMINISTRATION AND ENFORCEMENT SECTION R103 – DEPARTMENT OF BUILDING SAFETY SECTION R103 – DEPARTMENT OF BUILDING SAFETY SECTION R104 – DUTIES AND POWERS OF THE BUILDING OFFICIAL SECTION R104 – DUTIES AND POWERS OF THE BUILDING OFFICIAL <\/td>\n<\/tr>\n | ||||||
| 12<\/td>\n | FIGURE R104.5 – PERSONNEL IDENTIFICATION BADGE FIGURE R104.5 – PERSONNEL IDENTIFICATION BADGE <\/td>\n<\/tr>\n | ||||||
| 14<\/td>\n | SECTION R105 – PERMITS SECTION R105 – PERMITS <\/td>\n<\/tr>\n | ||||||
| 18<\/td>\n | SECTION R106 – CONSTRUCTION DOCUMENTS SECTION R106 – CONSTRUCTION DOCUMENTS <\/td>\n<\/tr>\n | ||||||
| 21<\/td>\n | SECTION R107 – TEMPORARY STRUCTURES AND USES SECTION R107 – TEMPORARY STRUCTURES AND USES SECTION R108 – FEES SECTION R108 – FEES <\/td>\n<\/tr>\n | ||||||
| 22<\/td>\n | SECTION R109 – INSPECTIONS SECTION R109 – INSPECTIONS <\/td>\n<\/tr>\n | ||||||
| 24<\/td>\n | SECTION R110 – CERTIFICATE OF OCCUPANCY SECTION R110 – CERTIFICATE OF OCCUPANCY <\/td>\n<\/tr>\n | ||||||
| 25<\/td>\n | SECTION R111 – SERVICE UTILITIES SECTION R111 – SERVICE UTILITIES FIGURE R110.3 – CERTIFICATE OF OCCUPANCY FIGURE R110.3 – CERTIFICATE OF OCCUPANCY <\/td>\n<\/tr>\n | ||||||
| 26<\/td>\n | SECTION R112 – BOARD OF APPEALS SECTION R112 – BOARD OF APPEALS <\/td>\n<\/tr>\n | ||||||
| 28<\/td>\n | SECTION R113 – VIOLATIONS SECTION R113 – VIOLATIONS SECTION R114 – STOP WORK ORDER SECTION R114 – STOP WORK ORDER <\/td>\n<\/tr>\n | ||||||
| 29<\/td>\n | FIGURE R114.1 – STOP WORK ORDER FIGURE R114.1 – STOP WORK ORDER BIBLIOGRAPHY BIBLIOGRAPHY <\/td>\n<\/tr>\n | ||||||
| 31<\/td>\n | PART II – DEFINITIONS PART II – DEFINITIONS CHAPTER 2: DEFINITIONS CHAPTER 2: DEFINITIONS GENERAL COMMENTS GENERAL COMMENTS PURPOSE PURPOSE SECTION R201 – GENERAL SECTION R201 – GENERAL <\/td>\n<\/tr>\n | ||||||
| 32<\/td>\n | SECTION R202 – DEFINITIONS SECTION R202 – DEFINITIONS FIGURE R202(1) AIR ADMITTANCE VALVE OPENS TO ADMIT AIR TO RELIEVE NEGATIVE PRESSURE FIGURE R202(1) AIR ADMITTANCE VALVE OPENS TO ADMIT AIR TO RELIEVE NEGATIVE PRESSURE <\/td>\n<\/tr>\n | ||||||
| 33<\/td>\n | FIGURE R202(2) AIR ADMITTANCE VALVE CLOSES AND SEALS VENT UNDER ZERO OR POSITIVE PRESSURE FIGURE R202(2) AIR ADMITTANCE VALVE CLOSES AND SEALS VENT UNDER ZERO OR POSITIVE PRESSURE <\/td>\n<\/tr>\n | ||||||
| 34<\/td>\n | FIGURE R202(3) AIR GAP, AIR BREAK FIGURE R202(3) AIR GAP, AIR BREAK <\/td>\n<\/tr>\n | ||||||
| 38<\/td>\n | FIGURE R202(4) BRANCH VENT FIGURE R202(4) BRANCH VENT <\/td>\n<\/tr>\n | ||||||
| 39<\/td>\n | FIGURE R202(5) DRAINAGE SYSTEM COMPONENTS FIGURE R202(5) DRAINAGE SYSTEM COMPONENTS <\/td>\n<\/tr>\n | ||||||
| 42<\/td>\n | FIGURE R202(6) ELECTRIC HYDRONIC CONVECTOR FIGURE R202(6) ELECTRIC HYDRONIC CONVECTOR <\/td>\n<\/tr>\n | ||||||
| 46<\/td>\n | FIGURE R202(7) FULL OPENING EXHAUST HOOD FIGURE R202(7) FULL OPENING EXHAUST HOOD <\/td>\n<\/tr>\n | ||||||
| 48<\/td>\n | FIGURE R202(8) FIRE-SEPARATION DISTANCE FIGURE R202(8) FIRE-SEPARATION DISTANCE FIGURE R202(9) FIXTURE AND HORIZONTAL BRANCH DRAIN FIGURE R202(9) FIXTURE AND HORIZONTAL BRANCH DRAIN <\/td>\n<\/tr>\n | ||||||
| 49<\/td>\n | FIGURE R202(10) FIXTURE DRAIN FIGURE R202(10) FIXTURE DRAIN <\/td>\n<\/tr>\n | ||||||
| 53<\/td>\n | FIGURE R202(11) HEIGHT OF BUILDING FIGURE R202(11) HEIGHT OF BUILDING FIGURE R202(12) STORY HEIGHT FIGURE R202(12) STORY HEIGHT <\/td>\n<\/tr>\n | ||||||
| 54<\/td>\n | FIGURE R202(13) HIGH-TEMPERATURE CHIMNEY FIGURE R202(13) HIGH-TEMPERATURE CHIMNEY <\/td>\n<\/tr>\n | ||||||
| 64<\/td>\n | FIGURE R202(14) RUNNING BOND MASONRY FIGURE R202(14) RUNNING BOND MASONRY <\/td>\n<\/tr>\n | ||||||
| 68<\/td>\n | FIGURE R202.(15) THREE-STORY BUILDING FIGURE R202.(15) THREE-STORY BUILDING <\/td>\n<\/tr>\n | ||||||
| 69<\/td>\n | FIGURE R202(16) SUMP PUMP FIGURE R202(16) SUMP PUMP <\/td>\n<\/tr>\n | ||||||
| 70<\/td>\n | FIGURE R202(17) DEPTH OF WATER SEAL FIGURE R202(17) DEPTH OF WATER SEAL <\/td>\n<\/tr>\n | ||||||
| 74<\/td>\n | BIBLIOGRAPHY BIBLIOGRAPHY <\/td>\n<\/tr>\n | ||||||
| 75<\/td>\n | PART III – BUILDING PLANNING AND CONSTRUCTION PART III – BUILDING PLANNING AND CONSTRUCTION CHAPTER 3: BUILDING PLANNING CHAPTER 3: BUILDING PLANNING GENERAL COMMENTS GENERAL COMMENTS PURPOSE PURPOSE <\/td>\n<\/tr>\n | ||||||
| 76<\/td>\n | SECTION R301 – DESIGN CRITERIA SECTION R301 – DESIGN CRITERIA <\/td>\n<\/tr>\n | ||||||
| 78<\/td>\n | TABLE R301.2(1) CLIMATIC AND GEOGRAPHIC DESIGN CRITERIA TABLE R301.2(1) CLIMATIC AND GEOGRAPHIC DESIGN CRITERIA <\/td>\n<\/tr>\n | ||||||
| 79<\/td>\n | TABLE R301.2(2) COMPONENT AND CLADDING LOADS FOR A BUILDING WITH A MEAN ROOF HEIGHT OF 30 FEET LOCATED IN EXPOSURE B TABLE R301.2(2) COMPONENT AND CLADDING LOADS FOR A BUILDING WITH A MEAN ROOF HEIGHT OF 30 FEET LOCATED IN EXPOSURE B <\/td>\n<\/tr>\n | ||||||
| 80<\/td>\n | TABLE R301.2(3) HEIGHT AND EXPOSURE ADJUSTMENT COEFFICIENTS FOR TABLE R301.2(2) TABLE R301.2(3) HEIGHT AND EXPOSURE ADJUSTMENT COEFFICIENTS FOR TABLE R301.2(2) <\/td>\n<\/tr>\n | ||||||
| 81<\/td>\n | FIGURE R301.2(1) ISOLINES OF THE 971\/2 PERCENT WINTER (DECEMBER, JANUARY AND FEBRUARY) DESIGN TEMPERATURES ( F) FIGURE R301.2(1) ISOLINES OF THE 971\/2 PERCENT WINTER (DECEMBER, JANUARY AND FEBRUARY) DESIGN TEMPERATURES ( F) FIGURE R301.2(2) SEISMIC DESIGN CATEGORIES\u2014SITE CLASS D FIGURE R301.2(2) SEISMIC DESIGN CATEGORIES\u2014SITE CLASS D <\/td>\n<\/tr>\n | ||||||
| 82<\/td>\n | FIGURE R301.2(2)\u2014continued SEISMIC DESIGN CATEGORIES\u2014SITE CLASS D FIGURE R301.2(2)\u2014continued SEISMIC DESIGN CATEGORIES\u2014SITE CLASS D <\/td>\n<\/tr>\n | ||||||
| 83<\/td>\n | FIGURE R301.2(2)\u2014continued SEISMIC DESIGN CATEGORIES\u2014SITE CLASS D FIGURE R301.2(2)\u2014continued SEISMIC DESIGN CATEGORIES\u2014SITE CLASS D <\/td>\n<\/tr>\n | ||||||
| 84<\/td>\n | FIGURE R301.2(2)\u2014continued SEISMIC DESIGN CATEGORIES\u2014SITE CLASS D FIGURE R301.2(2)\u2014continued SEISMIC DESIGN CATEGORIES\u2014SITE CLASS D <\/td>\n<\/tr>\n | ||||||
| 85<\/td>\n | FIGURE R301.2(2)\u2014continued SEISMIC DESIGN CATEGORIES\u2014SITE CLASS D FIGURE R301.2(2)\u2014continued SEISMIC DESIGN CATEGORIES\u2014SITE CLASS D <\/td>\n<\/tr>\n | ||||||
| 86<\/td>\n | FIGURE R301.2(3) WEATHERING PROBABILITY MAP FOR CONCRETE FIGURE R301.2(3) WEATHERING PROBABILITY MAP FOR CONCRETE <\/td>\n<\/tr>\n | ||||||
| 87<\/td>\n | FIGURE R301.2(4) BASIC WIND SPEEDS FOR 50-YEAR MEAN RECURRENCE INTERVAL FIGURE R301.2(4) BASIC WIND SPEEDS FOR 50-YEAR MEAN RECURRENCE INTERVAL <\/td>\n<\/tr>\n | ||||||
| 88<\/td>\n | FIGURE R301.2(4)\u2014continued BASIC WIND SPEEDS FOR 50-YEAR MEAN RECURRENCE INTERVAL FIGURE R301.2(4)\u2014continued BASIC WIND SPEEDS FOR 50-YEAR MEAN RECURRENCE INTERVAL <\/td>\n<\/tr>\n | ||||||
| 89<\/td>\n | FIGURE R301.2(4)\u2014continued BASIC WIND SPEEDS FOR 50-YEAR MEAN RECURRENCE INTERVAL FIGURE R301.2(4)\u2014continued BASIC WIND SPEEDS FOR 50-YEAR MEAN RECURRENCE INTERVAL <\/td>\n<\/tr>\n | ||||||
| 90<\/td>\n | FIGURE R301.2(4)\u2014continued BASIC WIND SPEEDS FOR 50-YEAR MEAN RECURRENCE INTERVAL FIGURE R301.2(4)\u2014continued BASIC WIND SPEEDS FOR 50-YEAR MEAN RECURRENCE INTERVAL <\/td>\n<\/tr>\n | ||||||
| 91<\/td>\n | FIGURE R301.2(4)\u2014continued BASIC WIND SPEEDS FOR 50-YEAR MEAN RECURRENCE INTERVAL FIGURE R301.2(4)\u2014continued BASIC WIND SPEEDS FOR 50-YEAR MEAN RECURRENCE INTERVAL <\/td>\n<\/tr>\n | ||||||
| 92<\/td>\n | FIGURE R301.2(5) GROUND SNOW LOADS, Pg, FOR THE UNITED STATES (lb\/ft2) FIGURE R301.2(5) GROUND SNOW LOADS, Pg, FOR THE UNITED STATES (lb\/ft2) <\/td>\n<\/tr>\n | ||||||
| 93<\/td>\n | FIGURE R301.2(5)\u2014continued GROUND SNOW LOADS, Pg, FOR THE UNITED STATES (lb\/ft2) FIGURE R301.2(5)\u2014continued GROUND SNOW LOADS, Pg, FOR THE UNITED STATES (lb\/ft2) <\/td>\n<\/tr>\n | ||||||
| 94<\/td>\n | FIGURE R301.2(6) TERMITE INFESTATION PROBABILITY MAP FIGURE R301.2(6) TERMITE INFESTATION PROBABILITY MAP <\/td>\n<\/tr>\n | ||||||
| 95<\/td>\n | FIGURE R301.2(7) COMPONENT AND CLADDING PRESSURE ZONES FIGURE R301.2(7) COMPONENT AND CLADDING PRESSURE ZONES FIGURE R301.2(8) FROST LINE DEPTH FIGURE R301.2(8) FROST LINE DEPTH <\/td>\n<\/tr>\n | ||||||
| 96<\/td>\n | FIGURE R301.2.1 WIND FORCES ACTING ON AREA FIGURE R301.2.1 WIND FORCES ACTING ON AREA TABLE R301.2.1.2 WINDBORNE DEBRIS PROTECTION FASTENING SCHEDULE FOR WOOD STRUCTURAL PANELSa, b, c, d TABLE R301.2.1.2 WINDBORNE DEBRIS PROTECTION FASTENING SCHEDULE FOR WOOD STRUCTURAL PANELSa, b, c, d <\/td>\n<\/tr>\n | ||||||
| 97<\/td>\n | TABLE R301.2.1.3 EQUIVALENT BASIC WIND SPEEDSa TABLE R301.2.1.3 EQUIVALENT BASIC WIND SPEEDSa <\/td>\n<\/tr>\n | ||||||
| 98<\/td>\n | FIGURE R301.2.1.5.1(1) TOPOGRAPHIC FEATURES FOR WIND SPEED-UP EFFECT FIGURE R301.2.1.5.1(1) TOPOGRAPHIC FEATURES FOR WIND SPEED-UP EFFECT <\/td>\n<\/tr>\n | ||||||
| 99<\/td>\n | FIGURE R301.2.1.5.1(2) ILLUSTRATION OF WHERE ON A TOPOGRAPHIC FEATURE, WIND SPEED INCREASE IS APPLIED FIGURE R301.2.1.5.1(2) ILLUSTRATION OF WHERE ON A TOPOGRAPHIC FEATURE, WIND SPEED INCREASE IS APPLIED FIGURE R301.2.1.5.1(3) ILLUSTRATION OF UPWIND OBSTRUCTION FIGURE R301.2.1.5.1(3) ILLUSTRATION OF UPWIND OBSTRUCTION <\/td>\n<\/tr>\n | ||||||
| 100<\/td>\n | TABLE R301.2.1.5.1 BASIC WIND MODIFICATION FOR TOPOGRAPHIC WIND EFFECT TABLE R301.2.1.5.1 BASIC WIND MODIFICATION FOR TOPOGRAPHIC WIND EFFECT <\/td>\n<\/tr>\n | ||||||
| 101<\/td>\n | FIGURE R301.2.2 SEISMIC FORCE FIGURE R301.2.2 SEISMIC FORCE <\/td>\n<\/tr>\n | ||||||
| 102<\/td>\n | TABLE R301.2.2.1.1 SEISMIC DESIGN CATEGORY DETERMINATION TABLE R301.2.2.1.1 SEISMIC DESIGN CATEGORY DETERMINATION <\/td>\n<\/tr>\n | ||||||
| 103<\/td>\n | TABLE R301.2.2.2.1 WALL BRACING ADJUSTMENT FACTORS BY ROOF COVERING DEAD LOADa TABLE R301.2.2.2.1 WALL BRACING ADJUSTMENT FACTORS BY ROOF COVERING DEAD LOADa <\/td>\n<\/tr>\n | ||||||
| 105<\/td>\n | FIGURE R301.2.2.2.5(1) BRACED WALL PANELS OUT OF PLANE FIGURE R301.2.2.2.5(1) BRACED WALL PANELS OUT OF PLANE FIGURE R301.2.2.2.5(2) BRACED WALL PANELS SUPPORTED BY CANTILEVER OR SET BACK FIGURE R301.2.2.2.5(2) BRACED WALL PANELS SUPPORTED BY CANTILEVER OR SET BACK <\/td>\n<\/tr>\n | ||||||
| 106<\/td>\n | FIGURE R301.2.2.2.5(3) FLOOR OR ROOF NOT SUPPORTED AT ALL EDGES FIGURE R301.2.2.2.5(3) FLOOR OR ROOF NOT SUPPORTED AT ALL EDGES FIGURE R301.2.2.2.5(4) ROOF OR FLOOR EXTENSION BEYOND BRACED WALL LINE FIGURE R301.2.2.2.5(4) ROOF OR FLOOR EXTENSION BEYOND BRACED WALL LINE FIGURE R301.2.2.2.5(5) BRACED WALL PANEL EXTENSION OVER OPENING FIGURE R301.2.2.2.5(5) BRACED WALL PANEL EXTENSION OVER OPENING <\/td>\n<\/tr>\n | ||||||
| 107<\/td>\n | FIGURE R301.2.2.2.5(6) OPENING LIMITATIONS FOR FLOOR AND ROOF DIAPHRAGMS FIGURE R301.2.2.2.5(6) OPENING LIMITATIONS FOR FLOOR AND ROOF DIAPHRAGMS FIGURE R301.2.2.2.5(7) PORTIONS OF FLOOR LEVEL OFFSET VERTICALLY FIGURE R301.2.2.2.5(7) PORTIONS OF FLOOR LEVEL OFFSET VERTICALLY FIGURE R301.2.2.2.5(8) BRACED WALL LINES NOT PERPENDICULAR FIGURE R301.2.2.2.5(8) BRACED WALL LINES NOT PERPENDICULAR <\/td>\n<\/tr>\n | ||||||
| 110<\/td>\n | TABLE R301.4 MINIMUM DESIGN DEAD LOADS FOR TYPICAL RESIDENTIAL COMPONENTS TABLE R301.4 MINIMUM DESIGN DEAD LOADS FOR TYPICAL RESIDENTIAL COMPONENTS <\/td>\n<\/tr>\n | ||||||
| 111<\/td>\n | TABLE R301.5 MINIMUM UNIFORMLY DISTRIBUTED LIVE LOADS (in pounds per square foot) TABLE R301.5 MINIMUM UNIFORMLY DISTRIBUTED LIVE LOADS (in pounds per square foot) <\/td>\n<\/tr>\n | ||||||
| 112<\/td>\n | TABLE R301.6 MINIMUM ROOF LIVE LOADS IN POUNDS-FORCE PER SQUARE FOOT OF HORIZONTAL PROJECTION TABLE R301.6 MINIMUM ROOF LIVE LOADS IN POUNDS-FORCE PER SQUARE FOOT OF HORIZONTAL PROJECTION TABLE R301.7 ALLOWABLE DEFLECTION OF STRUCTURAL MEMBERSa, b, c, d, e TABLE R301.7 ALLOWABLE DEFLECTION OF STRUCTURAL MEMBERSa, b, c, d, e FIGURE R301.7 BEAM DEFLECTION FIGURE R301.7 BEAM DEFLECTION <\/td>\n<\/tr>\n | ||||||
| 113<\/td>\n | SECTION R302 – FIRE-RESISTANT CONSTRUCTION SECTION R302 – FIRE-RESISTANT CONSTRUCTION TABLE R302.1 EXTERIOR WALLS TABLE R302.1 EXTERIOR WALLS <\/td>\n<\/tr>\n | ||||||
| 114<\/td>\n | FIGURE R302.1(1) EXTERIOR WALLS AND PROJECTIONS FIGURE R302.1(1) EXTERIOR WALLS AND PROJECTIONS <\/td>\n<\/tr>\n | ||||||
| 115<\/td>\n | FIGURE R302.1(2) EXTERIOR WALL FIRE-RESISTANCE-RATED REQUIREMENTS AND PROHIBITED OPENINGS FIGURE R302.1(2) EXTERIOR WALL FIRE-RESISTANCE-RATED REQUIREMENTS AND PROHIBITED OPENINGS FIGURE R302.1(3) EXTERIOR WALL FIRE-RESISTANCE-RATED REQUIREMENTS AND PROHIBITED OPENINGS FIGURE R302.1(3) EXTERIOR WALL FIRE-RESISTANCE-RATED REQUIREMENTS AND PROHIBITED OPENINGS <\/td>\n<\/tr>\n | ||||||
| 116<\/td>\n | FIGURE R302.2 DWELLING UNIT SEPARATION FOR TOWNHOUSES FIGURE R302.2 DWELLING UNIT SEPARATION FOR TOWNHOUSES <\/td>\n<\/tr>\n | ||||||
| 118<\/td>\n | FIGURE R302.2.2(1) PARAPET REQUIREMENTS FOR WALL BETWEEN TOWNHOUSES FIGURE R302.2.2(1) PARAPET REQUIREMENTS FOR WALL BETWEEN TOWNHOUSES FIGURE R302.2.2(2) EXCEPTION TO ELIMINATE PARAPET FIGURE R302.2.2(2) EXCEPTION TO ELIMINATE PARAPET <\/td>\n<\/tr>\n | ||||||
| 119<\/td>\n | FIGURE R302.2.3 PARPET REQUIREMENTS FIGURE R302.2.3 PARPET REQUIREMENTS <\/td>\n<\/tr>\n | ||||||
| 120<\/td>\n | FIGURE R302.3 DWELLING UNIT SEPARATIONS FIGURE R302.3 DWELLING UNIT SEPARATIONS <\/td>\n<\/tr>\n | ||||||
| 121<\/td>\n | FIGURE R302.3.1 SUPPORT OF DWELLING UNIT SEPARATION FIGURE R302.3.1 SUPPORT OF DWELLING UNIT SEPARATION <\/td>\n<\/tr>\n | ||||||
| 122<\/td>\n | FIGURE R302.4.1 TYPES OF PENETRATIONS FIGURE R302.4.1 TYPES OF PENETRATIONS <\/td>\n<\/tr>\n | ||||||
| 124<\/td>\n | FIGURE R302.4.2(1) MEMBRANE PENETRATION BY OUTLET B FIGURE R302.4.2(1) MEMBRANE PENETRATION BY OUTLET B <\/td>\n<\/tr>\n | ||||||
| 125<\/td>\n | FIGURE R302.4.2(2) EXCEPTION TO ANNULAR SPACE PROTECTION FIGURE R302.4.2(2) EXCEPTION TO ANNULAR SPACE PROTECTION <\/td>\n<\/tr>\n | ||||||
| 126<\/td>\n | FIGURE R302.5.2 GARAGE\/DWELLING SEPARATION FIGURE R302.5.2 GARAGE\/DWELLING SEPARATION <\/td>\n<\/tr>\n | ||||||
| 127<\/td>\n | TABLE R302.6 DWELLING\/GARAGE SEPARATION TABLE R302.6 DWELLING\/GARAGE SEPARATION <\/td>\n<\/tr>\n | ||||||
| 128<\/td>\n | FIGURE R302.6 SEPARATION BETWEEN ATTACHED GARAGES AND DWELLING UNITS FIGURE R302.6 SEPARATION BETWEEN ATTACHED GARAGES AND DWELLING UNITS <\/td>\n<\/tr>\n | ||||||
| 130<\/td>\n | FIGURE R302.9.4 INTERIOR FIRE TEST ROOM DIMENSIONS FIGURE R302.9.4 INTERIOR FIRE TEST ROOM DIMENSIONS <\/td>\n<\/tr>\n | ||||||
| 131<\/td>\n | FIGURE R302.10.1 INSULATION FACING FIGURE R302.10.1 INSULATION FACING <\/td>\n<\/tr>\n | ||||||
| 132<\/td>\n | FIGURE R302.11(1) FIRESTOPPING\u2014BALLOON FRAMING FIGURE R302.11(1) FIRESTOPPING\u2014BALLOON FRAMING <\/td>\n<\/tr>\n | ||||||
| 133<\/td>\n | FIGURE R302.11(2) FIRESTOPPING\u2014PLATFORM FRAMING FIGURE R302.11(2) FIRESTOPPING\u2014PLATFORM FRAMING FIGURE R302.11(3) FIRESTOPPING\u2014FURRED SOFFIT FIGURE R302.11(3) FIRESTOPPING\u2014FURRED SOFFIT <\/td>\n<\/tr>\n | ||||||
| 134<\/td>\n | FIGURE R302.11(4) FIRESTOPPING\u2014DROPPED CEILING FIGURE R302.11(4) FIRESTOPPING\u2014DROPPED CEILING FIGURE R302.11(5) FIRESTOPPING\u2014COVE CEILING FIGURE R302.11(5) FIRESTOPPING\u2014COVE CEILING <\/td>\n<\/tr>\n | ||||||
| 135<\/td>\n | FIGURE R302.11(6) FIRESTOPPING\u2014AT TUB FIGURE R302.11(6) FIRESTOPPING\u2014AT TUB FIGURE R302.11(7) FIRESTOPPING\u2014AT STAIRWAYS FIGURE R302.11(7) FIRESTOPPING\u2014AT STAIRWAYS <\/td>\n<\/tr>\n | ||||||
| 136<\/td>\n | FIGURE R302.11(8) FIRESTOPPING\u2014AROUND PIPING FIGURE R302.11(8) FIRESTOPPING\u2014AROUND PIPING FIGURE R302.11(9) FIRESTOPPING\u2014AROUND CHIMNEYS AND FIREPLACES FIGURE R302.11(9) FIRESTOPPING\u2014AROUND CHIMNEYS AND FIREPLACES <\/td>\n<\/tr>\n | ||||||
| 138<\/td>\n | FIGURE 302.12(1) DRAFTSTOPPING OF CEILING SUSPENDED UNDER FLOOR FRAMING FIGURE 302.12(1) DRAFTSTOPPING OF CEILING SUSPENDED UNDER FLOOR FRAMING FIGURE 302.12(2) DRAFTSTOPPING OF TRUSS-TYPE FLOOR FRAMING FIGURE 302.12(2) DRAFTSTOPPING OF TRUSS-TYPE FLOOR FRAMING <\/td>\n<\/tr>\n | ||||||
| 139<\/td>\n | SECTION R303 LIGHT, VENTILATION AND HEATING SECTION R303 LIGHT, VENTILATION AND HEATING <\/td>\n<\/tr>\n | ||||||
| 140<\/td>\n | FIGURE R303.2 NATURAL LIGHT FIGURE R303.2 NATURAL LIGHT <\/td>\n<\/tr>\n | ||||||
| 141<\/td>\n | FIGURE R303.4.1AIR INTAKE OPENING LOCATIONS FIGURE R303.4.1AIR INTAKE OPENING LOCATIONS <\/td>\n<\/tr>\n | ||||||
| 142<\/td>\n | FIGURE R303.6 STAIRWAY ILLUMINATION FIGURE R303.6 STAIRWAY ILLUMINATION <\/td>\n<\/tr>\n | ||||||
| 143<\/td>\n | SECTION R304 – MINIMUM ROOM AREAS SECTION R304 – MINIMUM ROOM AREAS <\/td>\n<\/tr>\n | ||||||
| 144<\/td>\n | FIGURE R303.8 REQUIRED HEATING FIGURE R303.8 REQUIRED HEATING FIGURE R304.1 FLOOR AREA FIGURE R304.1 FLOOR AREA <\/td>\n<\/tr>\n | ||||||
| 145<\/td>\n | FIGURE R304.4 HEIGHT EFFECT ON ROOM AREA FIGURE R304.4 HEIGHT EFFECT ON ROOM AREA SECTION R305 – CEILING HEIGHT SECTION R305 – CEILING HEIGHT <\/td>\n<\/tr>\n | ||||||
| 146<\/td>\n | SECTION R306 – SANITATION SECTION R306 – SANITATION SECTION R307 – TOILET, BATH AND SHOWER SPACES SECTION R307 – TOILET, BATH AND SHOWER SPACES FIGURE R307.1 MINIMUM FIXTURE CLEARANCES FIGURE R307.1 MINIMUM FIXTURE CLEARANCES <\/td>\n<\/tr>\n | ||||||
| 147<\/td>\n | SECTION R308 – GLAZING SECTION R308 – GLAZING <\/td>\n<\/tr>\n | ||||||
| 149<\/td>\n | TABLE R308.3.1(1) MINIMUM CATEGORY CLASSIFICATION OF GLAZING USING CPSC 16 CFR 1201 TABLE 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 TABLE R308.3.1(2) MINIMUM CATEGORY CLASSIFICATION OF GLAZING USING ANSI Z97.1 <\/td>\n<\/tr>\n | ||||||
| 151<\/td>\n | FIGURE R308.4(1) HAZARDOUS LOCATIONS FIGURE R308.4(1) HAZARDOUS LOCATIONS <\/td>\n<\/tr>\n | ||||||
| 152<\/td>\n | FIGURE R308.4(2) PROTECTIVE BAR ALTERNATI FIGURE R308.4(2) PROTECTIVE BAR ALTERNATI FIGURE R308.4(3) GLASS IN SIDELIGHTS\u2014ELEVATION FIGURE R308.4(3) GLASS IN SIDELIGHTS\u2014ELEVATION <\/td>\n<\/tr>\n | ||||||
| 153<\/td>\n | FIGURE R308.4(4) GLASS IN SIDELIGHTS\u2014PLAN FIGURE R308.4(4) GLASS IN SIDELIGHTS\u2014PLAN FIGURE R308.4(5) BARRIER BETWEEN GLAZING AND DOOR FIGURE R308.4(5) BARRIER BETWEEN GLAZING AND DOOR <\/td>\n<\/tr>\n | ||||||
| 154<\/td>\n | FIGURE R308.4(6) GLASS IN SIDELIGHTS\u2014DWELLINGS FIGURE R308.4(6) GLASS IN SIDELIGHTS\u2014DWELLINGS FIGURE R308.4(7) GLAZING WITHIN A SHOWER ENCLOSURE FIGURE R308.4(7) GLAZING WITHIN A SHOWER ENCLOSURE <\/td>\n<\/tr>\n | ||||||
| 155<\/td>\n | FIGURE R308.4(8) GLAZING ADJACENT TO SWIMMING POOL OR SPA FIGURE R308.4(8) GLAZING ADJACENT TO SWIMMING POOL OR SPA FIGURE R308.4(9) GLAZING ADJACENT TO STAIRWAYS FIGURE R308.4(9) GLAZING ADJACENT TO STAIRWAYS <\/td>\n<\/tr>\n | ||||||
| 157<\/td>\n | SECTION R309 – GARAGES AND CARPORTS SECTION R309 – GARAGES AND CARPORTS <\/td>\n<\/tr>\n | ||||||
| 158<\/td>\n | SECTION R310 – EMERGENCY ESCAPE AND RESCUE OPENINGS SECTION R310 – EMERGENCY ESCAPE AND RESCUE OPENINGS <\/td>\n<\/tr>\n | ||||||
| 159<\/td>\n | FIGURE R310.1 EMERGENCY ESCAPE AND RESCUE WINDOW FIGURE R310.1 EMERGENCY ESCAPE AND RESCUE WINDOW <\/td>\n<\/tr>\n | ||||||
| 160<\/td>\n | FIGURE R310.2 WINDOW WELLS FIGURE R310.2 WINDOW WELLS <\/td>\n<\/tr>\n | ||||||
| 161<\/td>\n | SECTION R311 – MEANS OF EGRESS SECTION R311 – MEANS OF EGRESS <\/td>\n<\/tr>\n | ||||||
| 162<\/td>\n | FIGURE R311.3.1 THRESHOLD HEIGHTS FIGURE R311.3.1 THRESHOLD HEIGHTS <\/td>\n<\/tr>\n | ||||||
| 164<\/td>\n | FIGURE R311.7.1 STAIRWAY CLEARANCES FIGURE R311.7.1 STAIRWAY CLEARANCES FIGURE R311.7.2(1) MINIMUM HEADROOM FIGURE R311.7.2(1) MINIMUM HEADROOM <\/td>\n<\/tr>\n | ||||||
| 165<\/td>\n | FIGURE R311.7.2(2) EXAMPLE OF EXCEPTION TO SECTION R311.7.2 FIGURE R311.7.2(2) EXAMPLE OF EXCEPTION TO SECTION R311.7.2 <\/td>\n<\/tr>\n | ||||||
| 166<\/td>\n | FIGURE R311.7.4.1(1) CONVENTIAL STAIRWAY FIGURE R311.7.4.1(1) CONVENTIAL STAIRWAY <\/td>\n<\/tr>\n | ||||||
| 167<\/td>\n | FIGURE R311.7.4.1(2) STAIR TOLERANCES FIGURE R311.7.4.1(2) STAIR TOLERANCES <\/td>\n<\/tr>\n | ||||||
| 168<\/td>\n | FIGURE R311.7.4.2(1) WINDERS FIGURE R311.7.4.2(1) WINDERS FIGURE R311.7.4.2(2) WINDERS USED FOR CIRCULAR STAIRWAY FIGURE R311.7.4.2(2) WINDERS USED FOR CIRCULAR STAIRWAY <\/td>\n<\/tr>\n | ||||||
| 169<\/td>\n | FIGURE R311.7.4.3 TREAD PROFILE FIGURE R311.7.4.3 TREAD PROFILE <\/td>\n<\/tr>\n | ||||||
| 170<\/td>\n | FIGURE R311.7.5 LANDINGS AT DOORS FIGURE R311.7.5 LANDINGS AT DOORS <\/td>\n<\/tr>\n | ||||||
| 171<\/td>\n | FIGURE R311.7.7.2 HANDRAILS FIGURE R311.7.7.2 HANDRAILS <\/td>\n<\/tr>\n | ||||||
| 172<\/td>\n | FIGURE R311.7.7.3(1) TYPE 1 HANDRAIL FIGURE R311.7.7.3(1) TYPE 1 HANDRAIL FIGURE R311.7.7.3(2) TYPE II HANDRAIL FIGURE R311.7.7.3(2) TYPE II HANDRAIL <\/td>\n<\/tr>\n | ||||||
| 173<\/td>\n | FIGURE R311.7.9.1 SPIRAL STAIRS FIGURE R311.7.9.1 SPIRAL STAIRS FIGURE R311.7.9.2 BULKHEAD ENCLOSURE STAIRWAY FIGURE R311.7.9.2 BULKHEAD ENCLOSURE STAIRWAY <\/td>\n<\/tr>\n | ||||||
| 174<\/td>\n | SECTION R312 – GUARDS SECTION R312 – GUARDS <\/td>\n<\/tr>\n | ||||||
| 175<\/td>\n | FIGURE R312.1 DROP OFF AND GUARD HEIGHT REQUIREMENTS FIGURE R312.1 DROP OFF AND GUARD HEIGHT REQUIREMENTS <\/td>\n<\/tr>\n | ||||||
| 176<\/td>\n | FIGURE R312.2(1) STAIRWAY GUARD FIGURE R312.2(1) STAIRWAY GUARD FIGURE R312.2(2) STAIRWAY GUARD FIGURE R312.2(2) STAIRWAY GUARD <\/td>\n<\/tr>\n | ||||||
| 177<\/td>\n | SECTION R313 – AUTOMATIC FIRE SPRINKLER SYSTEMS SECTION R313 – AUTOMATIC FIRE SPRINKLER SYSTEMS FIGURE R312.3 GUARD REQUIREMENTS FIGURE R312.3 GUARD REQUIREMENTS <\/td>\n<\/tr>\n | ||||||
| 178<\/td>\n | SECTION R314 – SMOKE ALARMS SECTION R314 – SMOKE ALARMS <\/td>\n<\/tr>\n | ||||||
| 179<\/td>\n | FIGURE R314.3(1) LOCATION OF SMOKE ALARMS FIGURE R314.3(1) LOCATION OF SMOKE ALARMS FIGURE R314.3(2) SMOKE ALARM LOCATION FIGURE R314.3(2) SMOKE ALARM LOCATION <\/td>\n<\/tr>\n | ||||||
| 180<\/td>\n | SECTION R315 – CARBON MONOXIDE ALARMS SECTION R315 – CARBON MONOXIDE ALARMS <\/td>\n<\/tr>\n | ||||||
| 181<\/td>\n | FIGURE R315.1 LOCATION OF CARBON MONOXIDE ALARMS FIGURE R315.1 LOCATION OF CARBON MONOXIDE ALARMS SECTION R316 – FOAM PLASTIC SECTION R316 – FOAM PLASTIC <\/td>\n<\/tr>\n | ||||||
| 182<\/td>\n | FIGURE R316.1 USE AND INSTALLATION REQUIREMENTS OF FOAM PLASTIC IN BUILDING CONSTRUCTION FIGURE R316.1 USE AND INSTALLATION REQUIREMENTS OF FOAM PLASTIC IN BUILDING CONSTRUCTION <\/td>\n<\/tr>\n | ||||||
| 184<\/td>\n | FIGURE R316.5.1 ENCAPSULATED FOAM PLASTIC FIGURE R316.5.1 ENCAPSULATED FOAM PLASTIC <\/td>\n<\/tr>\n | ||||||
| 185<\/td>\n | FIGURE R316.5.3 FOAM PLASTIC, ATTIC AND CRAWL SPACES FIGURE R316.5.3 FOAM PLASTIC, ATTIC AND CRAWL SPACES <\/td>\n<\/tr>\n | ||||||
| 188<\/td>\n | FIGURE R316.5.11 FOAM PLASTIC SPRAY APPLIED TO SILL PLATE AND HEADER FIGURE R316.5.11 FOAM PLASTIC SPRAY APPLIED TO SILL PLATE AND HEADER <\/td>\n<\/tr>\n | ||||||
| 189<\/td>\n | SECTION R317 – PROTECTION OF WOOD AND WOOD BASED PRODUCTS AGAINST DECAY SECTION R317 – PROTECTION OF WOOD AND WOOD BASED PRODUCTS AGAINST DECAY FIGURE R317.1(1) MINIMUM SEPARATION OF NONTREATED WOOD FROM GROUND FIGURE R317.1(1) MINIMUM SEPARATION OF NONTREATED WOOD FROM GROUND <\/td>\n<\/tr>\n | ||||||
| 190<\/td>\n | FIGURE R317.1(2) WOOD SILLS ON FOUNDATION WALLS FIGURE R317.1(2) WOOD SILLS ON FOUNDATION WALLS FIGURE R317.1(3) WOOD SILLS AND SLEEPERS FIGURE R317.1(3) WOOD SILLS AND SLEEPERS <\/td>\n<\/tr>\n | ||||||
| 191<\/td>\n | FIGURE R317.1(4) NONTREATED WOOD PROJECTING INTO A BEAM POCKET FIGURE R317.1(4) NONTREATED WOOD PROJECTING INTO A BEAM POCKET FIGURE R317.1(5) NONTREATED WOOD SIDING OR SHEATHING FIGURE R317.1(5) NONTREATED WOOD SIDING OR SHEATHING <\/td>\n<\/tr>\n | ||||||
| 192<\/td>\n | FIGURE R317.1.2 WOOD POST EMBEDDED IN CONCRETE FIGURE R317.1.2 WOOD POST EMBEDDED IN CONCRETE <\/td>\n<\/tr>\n | ||||||
| 193<\/td>\n | FIGURE R317.1.4 WOOD POST ON PERMEABLE PAD FIGURE R317.1.4 WOOD POST ON PERMEABLE PAD <\/td>\n<\/tr>\n | ||||||
| 194<\/td>\n | FIGURE R317.2.1 TYPICAL LABEL FOR PRESSURE-TREATED WOOD FIGURE R317.2.1 TYPICAL LABEL FOR PRESSURE-TREATED WOOD <\/td>\n<\/tr>\n | ||||||
| 195<\/td>\n | SECTION R318 – PROTECTION AGAINST SUBTERRANEAN TERMITES SECTION R318 – PROTECTION AGAINST SUBTERRANEAN TERMITES <\/td>\n<\/tr>\n | ||||||
| 196<\/td>\n | SECTION R319 – SITE ADDRESS SECTION R319 – SITE ADDRESS SECTION R320 – ACCESSIBILITY SECTION R320 – ACCESSIBILITY <\/td>\n<\/tr>\n | ||||||
| 197<\/td>\n | SECTION R321 – ELEVATORS AND PLATFORM LIFTS SECTION R321 – ELEVATORS AND PLATFORM LIFTS <\/td>\n<\/tr>\n | ||||||
| 198<\/td>\n | SECTION R322 – FLOOD-RESISTANT CONSTRUCTION SECTION R322 – FLOOD-RESISTANT CONSTRUCTION <\/td>\n<\/tr>\n | ||||||
| 202<\/td>\n | FIGURE R322.2 LIMITS OF MODERATE WAVE ACTION FIGURE R322.2 LIMITS OF MODERATE WAVE ACTION <\/td>\n<\/tr>\n | ||||||
| 206<\/td>\n | SECTION R323 – STORM SHELTERS SECTION R323 – STORM SHELTERS BIBLIOGRAPHY BIBLIOGRAPHY <\/td>\n<\/tr>\n | ||||||
| 211<\/td>\n | CHAPTER 4: FOUNDATIONS CHAPTER 4: FOUNDATIONS GENERAL COMMENTS GENERAL COMMENTS PURPOSE PURPOSE SECTION R401 – GENERAL SECTION R401 – GENERAL <\/td>\n<\/tr>\n | ||||||
| 212<\/td>\n | FIGURE R401.3(1) LOT GRADING EXAMPLE FIGURE R401.3(1) LOT GRADING EXAMPLE <\/td>\n<\/tr>\n | ||||||
| 213<\/td>\n | TABLE R401.4.1 – PRESUMPTIVE LOAD-BEARING VALUES OFFOUNDATION MATERIALSa TABLE R401.4.1 – PRESUMPTIVE LOAD-BEARING VALUES OFFOUNDATION MATERIALSa FIGURE R401.3(2) LOT GRADING EXAMPLE FIGURE R401.3(2) LOT GRADING EXAMPLE <\/td>\n<\/tr>\n | ||||||
| 214<\/td>\n | SECTION R402 – MATERIALS SECTION R402 – MATERIALS FIGURE R402.1.2 EXAMPLE OF QUALITY MARK FOR PRESSURE-TREATED LUMBER FIGURE R402.1.2 EXAMPLE OF QUALITY MARK FOR PRESSURE-TREATED LUMBER <\/td>\n<\/tr>\n | ||||||
| 215<\/td>\n | TABLE R402.2 MINIMUM SPECIFIED COMPRESSIVE STRENGTH OF CONCRETE TABLE R402.2 MINIMUM SPECIFIED COMPRESSIVE STRENGTH OF CONCRETE <\/td>\n<\/tr>\n | ||||||
| 216<\/td>\n | SECTION R403 FOOTINGS SECTION R403 FOOTINGS TABLE R403.1 MINIMUM WIDTH OF CONCRETE,PRECAST OR MASONRY FOOTINGS(inches)a TABLE R403.1 MINIMUM WIDTH OF CONCRETE,PRECAST OR MASONRY FOOTINGS(inches)a <\/td>\n<\/tr>\n | ||||||
| 217<\/td>\n | FIGURE R403.1(1) CONCRETE AND MASONRY FOUNDATION DETAILS FIGURE R403.1(1) CONCRETE AND MASONRY FOUNDATION DETAILS <\/td>\n<\/tr>\n | ||||||
| 218<\/td>\n | FIGURE R403.1(2) PERMANENT WOOD FOUNDATION BASEMENT WALL SECTION FIGURE R403.1(2) PERMANENT WOOD FOUNDATION BASEMENT WALL SECTION <\/td>\n<\/tr>\n | ||||||
| 219<\/td>\n | FIGURE R403.1(3) PERMANENT WOOD FOUNDATION CRAWL SPACE SECTION FIGURE R403.1(3) PERMANENT WOOD FOUNDATION CRAWL SPACE SECTION <\/td>\n<\/tr>\n | ||||||
| 220<\/td>\n | FIGURE R403.1.3.2 DOWELS FOR SLABS-ON-GROUND WITH TURNED-DOWN FOOTINGS FIGURE R403.1.3.2 DOWELS FOR SLABS-ON-GROUND WITH TURNED-DOWN FOOTINGS <\/td>\n<\/tr>\n | ||||||
| 221<\/td>\n | FIGURE R403.1.4 RECOMMENDATION FOR ADJACENT FOOTINGS AT DIFFERENT ELEVATIONS FIGURE R403.1.4 RECOMMENDATION FOR ADJACENT FOOTINGS AT DIFFERENT ELEVATIONS <\/td>\n<\/tr>\n | ||||||
| 222<\/td>\n | FIGURE R403.1.5 RECOMMENDATION FOR STEPPED WALL FOOTINGS FIGURE R403.1.5 RECOMMENDATION FOR STEPPED WALL FOOTINGS <\/td>\n<\/tr>\n | ||||||
| 223<\/td>\n | FIGURE R403.1.6 WOOD SILL PLATE ANCHORAGE TO FOUNDATIONS FIGURE R403.1.6 WOOD SILL PLATE ANCHORAGE TO FOUNDATIONS <\/td>\n<\/tr>\n | ||||||
| 224<\/td>\n | FIGURE R403.1.7.1 FOUNDATION CLEARANCE FROM SLOPES FIGURE R403.1.7.1 FOUNDATION CLEARANCE FROM SLOPES <\/td>\n<\/tr>\n | ||||||
| 225<\/td>\n | FIGURE R403.1.7.2(1) BUILDINGS ADJACENT TO ASCENDING SLOPE EXCEEDING 1 TO 1 FIGURE R403.1.7.2(1) BUILDINGS ADJACENT TO ASCENDING SLOPE EXCEEDING 1 TO 1 FIGURE R403.1.7.2(2) BUILDINGS ADJACENT TO DESCENDING SLOPE EXCEEDING ONE TO ONE FIGURE R403.1.7.2(2) BUILDINGS ADJACENT TO DESCENDING SLOPE EXCEEDING ONE TO ONE <\/td>\n<\/tr>\n | ||||||
| 226<\/td>\n | FIGURE R403.1.7.3 DETERMINATION OF FOUNDATION ELEVATION ON GRADED SITES FIGURE R403.1.7.3 DETERMINATION OF FOUNDATION ELEVATION ON GRADED SITES <\/td>\n<\/tr>\n | ||||||
| 227<\/td>\n | TABLE R403.3(1) MINIMUM FOOTING DEPTH AND INSULATION REQUIREMENTS FOR FROST-PROTECTED FOOTINGS IN HEATED BUILDINGSa TABLE R403.3(1) MINIMUM FOOTING DEPTH AND INSULATION REQUIREMENTS FOR FROST-PROTECTED FOOTINGS IN HEATED BUILDINGSa <\/td>\n<\/tr>\n | ||||||
| 228<\/td>\n | FIGURE R403.3(1) INSULATION PLACEMENT FOR FROST-PROTECTED FOOTINGS IN HEATED BUILDINGS FIGURE R403.3(1) INSULATION PLACEMENT FOR FROST-PROTECTED FOOTINGS IN HEATED BUILDINGS <\/td>\n<\/tr>\n | ||||||
| 230<\/td>\n | FIGURE R403.3(2) AIR-FREEZING INDEX AN ESTIMATE OF THE 100-YEAR RETURN PERIOD FIGURE R403.3(2) AIR-FREEZING INDEX AN ESTIMATE OF THE 100-YEAR RETURN PERIOD <\/td>\n<\/tr>\n | ||||||
| 231<\/td>\n | TABLE R403.3(2) AIR-FREEZING INDEX FOR U.S. LOCATIONS BY COUNTY TABLE R403.3(2) AIR-FREEZING INDEX FOR U.S. LOCATIONS BY COUNTY <\/td>\n<\/tr>\n | ||||||
| 232<\/td>\n | TABLE R403.3(2)\u2014continuedAIR-FREEZING INDEX FOR U.S. LOCATIONS BY COUNTY TABLE R403.3(2)\u2014continuedAIR-FREEZING INDEX FOR U.S. LOCATIONS BY COUNTY <\/td>\n<\/tr>\n | ||||||
| 233<\/td>\n | TABLE R403.3(2)\u2014continued AIR-FREEZING INDEX FOR U.S. LOCATIONS BY COUNTY TABLE R403.3(2)\u2014continued AIR-FREEZING INDEX FOR U.S. LOCATIONS BY COUNTY <\/td>\n<\/tr>\n | ||||||
| 234<\/td>\n | TABLE R403.3(2)\u2014continued AIR-FREEZING INDEX FOR U.S. LOCATIONS BY COUNTY TABLE R403.3(2)\u2014continued AIR-FREEZING INDEX FOR U.S. LOCATIONS BY COUNTY <\/td>\n<\/tr>\n | ||||||
| 235<\/td>\n | FIGURE R403.3(3) INSULATION PLACEMENT FOR FROST-PROTECTED FOOTING ADJACENT TO UNHEATED SLAB-ON-GROUND STRUCTURE FIGURE R403.3(3) INSULATION PLACEMENT FOR FROST-PROTECTED FOOTING ADJACENT TO UNHEATED SLAB-ON-GROUND STRUCTURE <\/td>\n<\/tr>\n | ||||||
| 236<\/td>\n | FIGURE R403.3(4) INSULATION PLACEMENT FOR FROST-PROTECTED FOOTINGS ADJACENT TO HEATED STRUCTURE FIGURE R403.3(4) INSULATION PLACEMENT FOR FROST-PROTECTED FOOTINGS ADJACENT TO HEATED STRUCTURE TABLE R403.4 MINIMUM DEPTH OF CRUSHED STONE FOOTINGS (D), (inches) TABLE R403.4 MINIMUM DEPTH OF CRUSHED STONE FOOTINGS (D), (inches) <\/td>\n<\/tr>\n | ||||||
| 237<\/td>\n | SECTION R404 – FOUNDATION AND RETAINING WALLS SECTION R404 – FOUNDATION AND RETAINING WALLS FIGURE R403.4(1) BASEMENT OR CRAWL SPACE WITH PRECAST FOUNDATION WALL BEARING ON CRUSHED STONE FIGURE 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 FIGURE R403.4(2) BASEMENT OR CRAWL SPACE WITH PRECAST FOUNDATION WALL ON SPREAD FOOTING <\/td>\n<\/tr>\n | ||||||
| 238<\/td>\n | FIGURE R404.1.1 FOUNDATION WALL WITH UNBALANCED FILL FIGURE R404.1.1 FOUNDATION WALL WITH UNBALANCED FILL <\/td>\n<\/tr>\n | ||||||
| 239<\/td>\n | TABLE R404.1.1(1) PLAIN MASONRY FOUNDATION WALLS TABLE R404.1.1(1) PLAIN MASONRY FOUNDATION WALLS <\/td>\n<\/tr>\n | ||||||
| 240<\/td>\n | TABLE R404.1.1(2) 8-INCH MASONRY FOUNDATION WALLS WITH REINFORCING WHERE d > 5 INCHESa, c TABLE R404.1.1(2) 8-INCH MASONRY FOUNDATION WALLS WITH REINFORCING WHERE d > 5 INCHESa, c <\/td>\n<\/tr>\n | ||||||
| 241<\/td>\n | TABLE R404.1.1(3) 10-INCH FOUNDATION WALLS WITH REINFORCING WHERE d > 6.75 INCHESa, c TABLE R404.1.1(3) 10-INCH FOUNDATION WALLS WITH REINFORCING WHERE d > 6.75 INCHESa, c <\/td>\n<\/tr>\n | ||||||
| 242<\/td>\n | TABLE R404.1.1(4) 12-INCH MASONRY FOUNDATION WALLS WITH REINFORCING WHERE d > 8.75 INCHESa, c TABLE R404.1.1(4) 12-INCH MASONRY FOUNDATION WALLS WITH REINFORCING WHERE d > 8.75 INCHESa, c <\/td>\n<\/tr>\n | ||||||
| 244<\/td>\n | TABLE R404.1.2(1) MINIMUM HORIZONTAL REINFORCEMENT FOR CONCRETE BASEMENT WALLSa, b TABLE R404.1.2(1) MINIMUM HORIZONTAL REINFORCEMENT FOR CONCRETE BASEMENT WALLSa, b TABLE R404.1.2(2) MINIMUM VERTICAL REINFORCEMENT FOR 6-INCH NOMINAL FLAT CONCRETE BASEMENT WALLS b, c, d, e, g, h, i, j TABLE R404.1.2(2) MINIMUM VERTICAL REINFORCEMENT FOR 6-INCH NOMINAL FLAT CONCRETE BASEMENT WALLS b, c, d, e, g, h, i, j <\/td>\n<\/tr>\n | ||||||
| 245<\/td>\n | TABLE R404.1.2(3) MINIMUM VERTICAL REINFORCEMENT FOR 8-INCH (203 mm) NOMINAL FLAT CONCRETE BASEMENT WALLSb, c, d, e, f, h, i TABLE R404.1.2(3) MINIMUM VERTICAL REINFORCEMENT FOR 8-INCH (203 mm) NOMINAL FLAT CONCRETE BASEMENT WALLSb, c, d, e, f, h, i <\/td>\n<\/tr>\n | ||||||
| 246<\/td>\n | TABLE R404.1.2(4) MINIMUM VERTICAL REINFORCEMENT FOR 10-INCH NOMINAL FLAT CONCRETE BASEMENT WALLSb, c, d, e, f, h, i TABLE R404.1.2(4) MINIMUM VERTICAL REINFORCEMENT FOR 10-INCH NOMINAL FLAT CONCRETE BASEMENT WALLSb, c, d, e, f, h, i <\/td>\n<\/tr>\n | ||||||
| 247<\/td>\n | TABLE R404.1.2(5) MINIMUM VERTICAL WALL REINFORCEMENT FOR 6-INCH WAFFLE-GRID BASEMENT WALLSb, c, d, e, g, h, i TABLE R404.1.2(5) MINIMUM VERTICAL WALL REINFORCEMENT FOR 6-INCH WAFFLE-GRID BASEMENT WALLSb, c, d, e, g, h, i <\/td>\n<\/tr>\n | ||||||
| 248<\/td>\n | TABLE R404.1.2(6) MINIMUM VERTICAL REINFORCEMENT FOR 8-INCH WAFFLE-GRID BASEMENT WALLSb, c, d, e, f, h, i, j TABLE R404.1.2(6) MINIMUM VERTICAL REINFORCEMENT FOR 8-INCH WAFFLE-GRID BASEMENT WALLSb, c, d, e, f, h, i, j <\/td>\n<\/tr>\n | ||||||
| 249<\/td>\n | TABLE R404.1.2(7) MINIMUM VERTICAL REINFORCEMENT FOR 6-INCH (152 mm) SCREEN-GRID BASEMENT WALLSb, c, d, e, g, h, i, TABLE R404.1.2(7) MINIMUM VERTICAL REINFORCEMENT FOR 6-INCH (152 mm) SCREEN-GRID BASEMENT WALLSb, c, d, e, g, h, i, <\/td>\n<\/tr>\n | ||||||
| 250<\/td>\n | TABLE R404.1.2(8) MINIMUM VERTICAL REINFORCEMENT FOR 6-, 8-, 10-INCH AND 12-INCH NOMINAL FLAT BASEMENT WALLSb, c, d, e, f, h, i, k, n TABLE R404.1.2(8) MINIMUM VERTICAL REINFORCEMENT FOR 6-, 8-, 10-INCH AND 12-INCH NOMINAL FLAT BASEMENT WALLSb, c, d, e, f, h, i, k, n <\/td>\n<\/tr>\n | ||||||
| 251<\/td>\n | TABLE R404.1.2(9) MINIMUM SPACING FOR ALTERNATE BAR SIZE AND\/OR ALTERNATE GRADE OF STEELa, b, c TABLE R404.1.2(9) MINIMUM SPACING FOR ALTERNATE BAR SIZE AND\/OR ALTERNATE GRADE OF STEELa, b, c <\/td>\n<\/tr>\n | ||||||
| 252<\/td>\n | TABLE R404.1.2(9)\u2014continued MINIMUM SPACING FOR ALTERNATE BAR SIZE AND\/OR ALTERNATE GRADE OF STEELa, b, c TABLE R404.1.2(9)\u2014continued MINIMUM SPACING FOR ALTERNATE BAR SIZE AND\/OR ALTERNATE GRADE OF STEELa, b, c <\/td>\n<\/tr>\n | ||||||
| 258<\/td>\n | FIGURE R404.1.5(1) FOUNDATION WALL CLAY MASONRY CURTAIN WALL WITH CONCRETE MASONRY PIERS FIGURE R404.1.5(1) FOUNDATION WALL CLAY MASONRY CURTAIN WALL WITH CONCRETE MASONRY PIERS <\/td>\n<\/tr>\n | ||||||
| 259<\/td>\n | FIGURE R404.1.7 BEARING FOUNDATION WALLS AGAINST LATERAL EARTH PRESSURE FIGURE R404.1.7 BEARING FOUNDATION WALLS AGAINST LATERAL EARTH PRESSURE <\/td>\n<\/tr>\n | ||||||
| 260<\/td>\n | TABLE R404.2.3 PLYWOOD GRADE AND THICKNESS FOR WOOD FOUNDATION CONSTRUCTION (30 pcf equivalent-fluid weight soil pressure) TABLE R404.2.3 PLYWOOD GRADE AND THICKNESS FOR WOOD FOUNDATION CONSTRUCTION (30 pcf equivalent-fluid weight soil pressure) <\/td>\n<\/tr>\n | ||||||
| 261<\/td>\n | SECTION R405 – FOUNDATION DRAINAGE SECTION R405 – FOUNDATION DRAINAGE <\/td>\n<\/tr>\n | ||||||
| 262<\/td>\n | TABLE R405.1 PROPERTIES OF SOILS CLASSIFIED ACCORDING TO THE UNIFIED SOIL CLASSIFICATION SYSTEM TABLE R405.1 PROPERTIES OF SOILS CLASSIFIED ACCORDING TO THE UNIFIED SOIL CLASSIFICATION SYSTEM <\/td>\n<\/tr>\n | ||||||
| 263<\/td>\n | FIGURE R405.1(1) FOUNDATION DRAINAGE FOR HABITABLE SPACE BELOW GRADE FIGURE R405.1(1) FOUNDATION DRAINAGE FOR HABITABLE SPACE BELOW GRADE <\/td>\n<\/tr>\n | ||||||
| 264<\/td>\n | FIGURE R405.1(2) OTHER SUGGESTED METHODS OF FOUNDATION DRAINAGE FIGURE R405.1(2) OTHER SUGGESTED METHODS OF FOUNDATION DRAINAGE <\/td>\n<\/tr>\n | ||||||
| 265<\/td>\n | SECTION R406 – FOUNDATION WATERPROOFING AND DAMPPROOFING SECTION R406 – FOUNDATION WATERPROOFING AND DAMPPROOFING FIGURE R406.1(1) DAMPPROOFING OF MASONRY FOUNDATION WALL [SEE ALSO FIGURE R405.1(1)] FIGURE R406.1(1) DAMPPROOFING OF MASONRY FOUNDATION WALL [SEE ALSO FIGURE R405.1(1)] <\/td>\n<\/tr>\n | ||||||
| 266<\/td>\n | FIGURE R406.1(2) DAMPPROOFING OF CONCRETE FOUNDATION WALL [SEE ALSO FIGURE R405.1(1)] FIGURE R406.1(2) DAMPPROOFING OF CONCRETE FOUNDATION WALL [SEE ALSO FIGURE R405.1(1)] <\/td>\n<\/tr>\n | ||||||
| 267<\/td>\n | FIGURE R406.2 METHODS OF WATERPROOFING BASEMENT WALLS [SEE ALSO FIGURES R405.1(1) AND R405.1(2) FOR TYPICAL DRAINAGE DETAILS] FIGURE R406.2 METHODS OF WATERPROOFING BASEMENT WALLS [SEE ALSO FIGURES R405.1(1) AND R405.1(2) FOR TYPICAL DRAINAGE DETAILS] SECTION R407- COLUMNS SECTION R407- COLUMNS <\/td>\n<\/tr>\n | ||||||
| 268<\/td>\n | FIGURE R407.3(1) COLUMN ANCHORAGE FIGURE R407.3(1) COLUMN ANCHORAGE FIGURE R407.3(2) COLUMN ANCHORAGE FIGURE R407.3(2) COLUMN ANCHORAGE FIGURE R407.3(3) COLUMN ANCHORAGE FIGURE R407.3(3) COLUMN ANCHORAGE SECTION R408 – UNDER-FLOOR SPACE SECTION R408 – UNDER-FLOOR SPACE <\/td>\n<\/tr>\n | ||||||
| 269<\/td>\n | FIGURE R408.1 CRAWL-SPACE VENTILATION FIGURE R408.1 CRAWL-SPACE VENTILATION <\/td>\n<\/tr>\n | ||||||
| 271<\/td>\n | BIBLIOGRAPHY BIBLIOGRAPHY <\/td>\n<\/tr>\n | ||||||
| 273<\/td>\n | CHAPTER 5: FLOORS CHAPTER 5: FLOORS GENERAL COMMENTS GENERAL COMMENTS PURPOSE PURPOSE SECTION R501 – GENERAL SECTION R501 – GENERAL SECTION R502 – WOOD FLOOR FRAMING SECTION R502 – WOOD FLOOR FRAMING <\/td>\n<\/tr>\n | ||||||
| 274<\/td>\n | FIGURE R502.1 GRADE MAKE EXAMPLES FIGURE R502.1 GRADE MAKE EXAMPLES FIGURE R502.1.1 TREATED LUMBER GRADE MARK FIGURE R502.1.1 TREATED LUMBER GRADE MARK <\/td>\n<\/tr>\n | ||||||
| 276<\/td>\n | FIGURE R502.2 FLOOR CONSTRUCTION FIGURE R502.2 FLOOR CONSTRUCTION <\/td>\n<\/tr>\n | ||||||
| 277<\/td>\n | TABLE R502.2.2.1 FASTENER SPACING FOR A SOUTHERN PINE OR HEM-FIR DECK LEDGERAND A 2-INCH NOMINAL SOLID-SAWN SPRUCE-PINE-FIR BAND JOISTc, f, g TABLE R502.2.2.1 FASTENER SPACING FOR A SOUTHERN PINE OR HEM-FIR DECK LEDGERAND A 2-INCH NOMINAL SOLID-SAWN SPRUCE-PINE-FIR BAND JOISTc, f, g <\/td>\n<\/tr>\n | ||||||
| 278<\/td>\n | FIGURE R502.2.2.3 DECK ATTACHMENT FOR LATERAL LOADS FIGURE R502.2.2.3 DECK ATTACHMENT FOR LATERAL LOADS <\/td>\n<\/tr>\n | ||||||
| 280<\/td>\n | TABLE R502.3.1(1) FLOOR JOIST SPANS FOR COMMON LUMBER SPECIES (Residential sleeping areas, live load = 30 psf, L\/\u00ce\u201d = 360)a TABLE R502.3.1(1) FLOOR JOIST SPANS FOR COMMON LUMBER SPECIES (Residential sleeping areas, live load = 30 psf, L\/\u00ce\u201d = 360)a <\/td>\n<\/tr>\n | ||||||
| 281<\/td>\n | TABLE R502.3.1(2) FLOOR JOIST SPANS FOR COMMON LUMBER SPECIES (Residential living areas, live load = 40 psf, L\/\u00ce\u201d = 360)b TABLE R502.3.1(2) FLOOR JOIST SPANS FOR COMMON LUMBER SPECIES (Residential living areas, live load = 40 psf, L\/\u00ce\u201d = 360)b <\/td>\n<\/tr>\n | ||||||
| 282<\/td>\n | TABLE R502.3.3(1) CANTILEVER SPANS FOR FLOOR JOISTS SUPPORTING LIGHT-FRAME EXTERIOR BEARING WALL AND ROOF ONLYa, b, c, f, g, h (Floor Live Load 40 psf, Roof Live Load 20 psf) TABLE R502.3.3(1) CANTILEVER SPANS FOR FLOOR JOISTS SUPPORTING LIGHT-FRAME EXTERIOR BEARING WALL AND ROOF ONLYa, b, c, f, g, h (Floor Live Load 40 psf, Roof Live Load 20 psf) <\/td>\n<\/tr>\n | ||||||
| 283<\/td>\n | TABLE R502.3.3(2) CANTILEVER SPANS FOR FLOOR JOISTS SUPPORTING EXTERIOR BALCONYa, b, e, f TABLE R502.3.3(2) CANTILEVER SPANS FOR FLOOR JOISTS SUPPORTING EXTERIOR BALCONYa, b, e, f <\/td>\n<\/tr>\n | ||||||
| 284<\/td>\n | FIGURE R502.4(1) DOUBLE JOIST UNDER BEARING PARTITION FIGURE R502.4(1) DOUBLE JOIST UNDER BEARING PARTITION FIGURE R502.4(2) SPACED JOISTS UNDER BEARING PARTITION WITH BLOCKING AT PENETRATION FIGURE R502.4(2) SPACED JOISTS UNDER BEARING PARTITION WITH BLOCKING AT PENETRATION <\/td>\n<\/tr>\n | ||||||
| 285<\/td>\n | TABLE R502.5(1) GIRDER SPANSa AND HEADER SPANSa FOR EXTERIOR BEARING WALLS (Maximum spans for Douglas fir-larch, hem-fir, southern pine and spruce-pine-firb and required number of jack studs) TABLE R502.5(1) GIRDER SPANSa AND HEADER SPANSa FOR EXTERIOR BEARING WALLS (Maximum spans for Douglas fir-larch, hem-fir, southern pine and spruce-pine-firb and required number of jack studs) <\/td>\n<\/tr>\n | ||||||
| 286<\/td>\n | TABLE R502.5(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) TABLE R502.5(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) FIGURE R502.5(1) GIRDER SPAN-SPACING RELATIONSHIP FIGURE R502.5(1) GIRDER SPAN-SPACING RELATIONSHIP <\/td>\n<\/tr>\n | ||||||
| 287<\/td>\n | TABLE R502.5(2) GIRDER SPANSa AND HEADER SPANSa FOR INTERIOR BEARING WALLS (Maximum spans for Douglas fir-larch, hem-fir, southern pine and spruce-pine-firb and required number of jack studs) TABLE R502.5(2) GIRDER SPANSa AND HEADER SPANSa FOR INTERIOR BEARING WALLS (Maximum spans for Douglas fir-larch, hem-fir, southern pine and spruce-pine-firb and required number of jack studs) <\/td>\n<\/tr>\n | ||||||
| 288<\/td>\n | FIGURE R502.5(2) HEADER SPANS FOR EXTERIOR LOAD BEARING WALLS FIGURE R502.5(2) HEADER SPANS FOR EXTERIOR LOAD BEARING WALLS FIGURE R502.5(3) HEADERS SPANS FOR INTERIOR LOAD BEARING WALLS FIGURE R502.5(3) HEADERS SPANS FOR INTERIOR LOAD BEARING WALLS <\/td>\n<\/tr>\n | ||||||
| 289<\/td>\n | FIGURE R502.6(1) FLOOR JOIST BEARING ON WOOD FIGURE R502.6(1) FLOOR JOIST BEARING ON WOOD FIGURE R502.6(2) FLOOR JOIST BEARING ON MASONRY FIGURE R502.6(2) FLOOR JOIST BEARING ON MASONRY <\/td>\n<\/tr>\n | ||||||
| 290<\/td>\n | FIGURE R502.6(3) FLOOR JOIST BEARING ON RIBBON STRIP FIGURE R502.6(3) FLOOR JOIST BEARING ON RIBBON STRIP FIGURE R502.6(4) JOIST HANGER AT DOUBLE TOP PLATE FIGURE R502.6(4) JOIST HANGER AT DOUBLE TOP PLATE FIGURE R502.6.1 JOIST AT GIRDER FIGURE R502.6.1 JOIST AT GIRDER <\/td>\n<\/tr>\n | ||||||
| 291<\/td>\n | FIGURE R502.6.2(1) JOIST HANGER AT GIRDER FIGURE R502.6.2(1) JOIST HANGER AT GIRDER FIGURE R502.6.2(2) LEDGER STRIPS AT BEAM OR GIRDER FIGURE R502.6.2(2) LEDGER STRIPS AT BEAM OR GIRDER <\/td>\n<\/tr>\n | ||||||
| 292<\/td>\n | FIGURE R502.7 BLOCKING OF JOISTS FIGURE R502.7 BLOCKING OF JOISTS FIGURE R502.7.1 INTERMEDIATE LATERAL SUPPORT FIGURE R502.7.1 INTERMEDIATE LATERAL SUPPORT <\/td>\n<\/tr>\n | ||||||
| 294<\/td>\n | FIGURE 502.8 CUTTING, NOTCHING AND DRILLING FIGURE 502.8 CUTTING, NOTCHING AND DRILLING <\/td>\n<\/tr>\n | ||||||
| 295<\/td>\n | FIGURE R502.9 POSITIVE CONNECTION BETWEEN POSTS AND GIRDERS FIGURE R502.9 POSITIVE CONNECTION BETWEEN POSTS AND GIRDERS FIGURE R502.10(1) FLOOR FRAMING FOR MAXIMUM 4-FOOT OPENINGS FIGURE R502.10(1) FLOOR FRAMING FOR MAXIMUM 4-FOOT OPENINGS <\/td>\n<\/tr>\n | ||||||
| 296<\/td>\n | FIGURE R502.10(2) FLOOR FRAMING FOR GREATER THAN 4-FOOT OPENINGS FIGURE R502.10(2) FLOOR FRAMING FOR GREATER THAN 4-FOOT OPENINGS FIGURE R502.10(3) HANGERS FOR JOIST-HEADER CONNECTION FIGURE R502.10(3) HANGERS FOR JOIST-HEADER CONNECTION <\/td>\n<\/tr>\n | ||||||
| 297<\/td>\n | SECTION R503 – FLOOR SHEATHING SECTION R503 – FLOOR SHEATHING <\/td>\n<\/tr>\n | ||||||
| 298<\/td>\n | TABLE R503.1 MINIMUM THICKNESS OF LUMBER FLOOR SHEATHING TABLE R503.1 MINIMUM THICKNESS OF LUMBER FLOOR SHEATHING FIGURE R503.1(1) FLOOR SHEATHING AS SUBFLOORING FIGURE R503.1(1) FLOOR SHEATHING AS SUBFLOORING FIGURE R503.1(2) SUBFLOOR (FLOOR SHEATHING) ORIENTATION FIGURE R503.1(2) SUBFLOOR (FLOOR SHEATHING) ORIENTATION <\/td>\n<\/tr>\n | ||||||
| 299<\/td>\n | TABLE R503.2.1.1(1) ALLOWABLE SPANS AND LOADS FOR WOOD STRUCTURAL PANELS FOR ROOF AND SUBFLOOR SHEATHING AND COMBINATION SUBFLOOR UNDERLAYMENTa, b, c TABLE R503.2.1.1(1) ALLOWABLE SPANS AND LOADS FOR WOOD STRUCTURAL PANELS FOR ROOF AND SUBFLOOR SHEATHING AND COMBINATION SUBFLOOR UNDERLAYMENTa, b, c <\/td>\n<\/tr>\n | ||||||
| 300<\/td>\n | FIGURE R503.1.1 SUBFLOOR (FLOOR SHEATHING ORIENTATION) FIGURE R503.1.1 SUBFLOOR (FLOOR SHEATHING ORIENTATION) <\/td>\n<\/tr>\n | ||||||
| 301<\/td>\n | TABLE R503.2.1.1(2) ALLOWABLE SPANS FOR SANDED PLYWOOD COMBINATION SUBFLOOR UNDERLAYMENTa TABLE R503.2.1.1(2) ALLOWABLE SPANS FOR SANDED PLYWOOD COMBINATION SUBFLOOR UNDERLAYMENTa FIGURE R503.2.1 PLYWOOD GRADE MARK EXAMPLES FIGURE R503.2.1 PLYWOOD GRADE MARK EXAMPLES <\/td>\n<\/tr>\n | ||||||
| 302<\/td>\n | FIGURE R503.2.2(1 )IDENTIFICATION OF PLYWOOD SUBFLOOR SPAN LIMITATIONS FIGURE R503.2.2(1 )IDENTIFICATION OF PLYWOOD SUBFLOOR SPAN LIMITATIONS FIGURE R503.2.2(2) COMBINATION SUBFLOOR UNDERLAYMENT ALTERNATIVES FIGURE R503.2.2(2) COMBINATION SUBFLOOR UNDERLAYMENT ALTERNATIVES <\/td>\n<\/tr>\n | ||||||
| 303<\/td>\n | FIGURE R503.3.1 PARTICLEBOARD GRADE MARK EXA FIGURE R503.3.1 PARTICLEBOARD GRADE MARK EXA SECTION R504 – PRESSURE PRESERVATIVELY TREATED-WOODFLOORS (ON GROUND) SECTION R504 – PRESSURE PRESERVATIVELY TREATED-WOODFLOORS (ON GROUND) <\/td>\n<\/tr>\n | ||||||
| 304<\/td>\n | SECTION R505 – STEEL FLOOR FRAMING SECTION R505 – STEEL FLOOR FRAMING <\/td>\n<\/tr>\n | ||||||
| 305<\/td>\n | FIGURE R505.1.1 STEEL FRAMING APPLICABILITY LIMITS FIGURE R505.1.1 STEEL FRAMING APPLICABILITY LIMITS <\/td>\n<\/tr>\n | ||||||
| 306<\/td>\n | FIGURE R505.1.2 IN-LINE FRAMING FIGURE R505.1.2 IN-LINE FRAMING TABLE R505.2(1) COLD-FORMED STEEL JOIST SIZES TABLE R505.2(1) COLD-FORMED STEEL JOIST SIZES <\/td>\n<\/tr>\n | ||||||
| 307<\/td>\n | FIGURE R505.2(1) C-SHAPED SECTION FIGURE R505.2(1) C-SHAPED SECTION FIGURE R505.2(2) TRACK SECTION FIGURE R505.2(2) TRACK SECTION TABLE R505.2(2) MINIMUM THICKNESS OF COLD-FORMED STEEL MEMBERS TABLE R505.2(2) MINIMUM THICKNESS OF COLD-FORMED STEEL MEMBERS <\/td>\n<\/tr>\n | ||||||
| 308<\/td>\n | TABLE R505.2.4 SCREW SUBSTITUTION FACTOR TABLE R505.2.4 SCREW SUBSTITUTION FACTOR <\/td>\n<\/tr>\n | ||||||
| 309<\/td>\n | FIGURE R505.2.5.1 FLOOR JOIST WEB HOLES FIGURE R505.2.5.1 FLOOR JOIST WEB HOLES <\/td>\n<\/tr>\n | ||||||
| 310<\/td>\n | FIGURE R505.2.5.3 WEB HOLE PATCH FIGURE R505.2.5.3 WEB HOLE PATCH TABLE R505.3.1(1) FLOOR TO FOUNDATION OR BEARING WALL CONNECTION REQUIREMENTS TABLE R505.3.1(1) FLOOR TO FOUNDATION OR BEARING WALL CONNECTION REQUIREMENTS <\/td>\n<\/tr>\n | ||||||
| 311<\/td>\n | TABLE R505.3.1(2) FLOOR FASTENING SCHEDULEa TABLE R505.3.1(2) FLOOR FASTENING SCHEDULEa FIGURE R505.3.1(1) FLOOR TO EXTERIOR LOAD-BEARING WALL STUD CONNECTION FIGURE R505.3.1(1) FLOOR TO EXTERIOR LOAD-BEARING WALL STUD CONNECTION <\/td>\n<\/tr>\n | ||||||
| 312<\/td>\n | FIGURE R505.3.1(2) FLOOR TO WOOD SILL CONNECTION FIGURE R505.3.1(2) FLOOR TO WOOD SILL CONNECTION FIGURE R505.3.1(3) FLOOR TO FOUNDATION CONNECTION FIGURE R505.3.1(3) FLOOR TO FOUNDATION CONNECTION <\/td>\n<\/tr>\n | ||||||
| 313<\/td>\n | FIGURE R505.3.1(4) CANTILEVERED FLOOR TO FOUNDATION CONNECTION FIGURE R505.3.1(4) CANTILEVERED FLOOR TO FOUNDATION CONNECTION FIGURE R505.3.1(5) CANTILEVERED FLOOR TO WOOD SILL CONNECTION FIGURE R505.3.1(5) CANTILEVERED FLOOR TO WOOD SILL CONNECTION <\/td>\n<\/tr>\n | ||||||
| 314<\/td>\n | FIGURE R505.3.1(6) CANTILEVERED FLOOR TO EXTERIOR LOAD-BEARING WALL CONNECTION FIGURE 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 FIGURE R505.3.1(7) CONTINUOUS SPAN JOIST SUPPORTED ON INTERIOR LOAD-BEARING WALL <\/td>\n<\/tr>\n | ||||||
| 315<\/td>\n | FIGURE R505.3.1(8) LAPPED JOISTS SUPPORTED ON INTERIOR LOAD-BEARING WALL FIGURE R505.3.1(8) LAPPED JOISTS SUPPORTED ON INTERIOR LOAD-BEARING WALL FIGURE R505.3.1(9) BEARING STIFFENERS FOR END JOISTS FIGURE R505.3.1(9) BEARING STIFFENERS FOR END JOISTS <\/td>\n<\/tr>\n | ||||||
| 316<\/td>\n | TABLE R505.3.2(1) ALLOWABLE SPANS FOR COLD-FORMED STEEL JOISTS\u2014SINGLE SPANSa, b, c, d 33 ksi STEEL TABLE R505.3.2(1) ALLOWABLE SPANS FOR COLD-FORMED STEEL JOISTS\u2014SINGLE SPANSa, b, c, d 33 ksi STEEL <\/td>\n<\/tr>\n | ||||||
| 317<\/td>\n | TABLE R505.3.2(2) ALLOWABLE SPANS FOR COLD-FORMED STEEL JOISTS\u2014MULTIPLE SPANSa, b, c, d, e, f 33 ksi STEEL TABLE R505.3.2(2) ALLOWABLE SPANS FOR COLD-FORMED STEEL JOISTS\u2014MULTIPLE SPANSa, b, c, d, e, f 33 ksi STEEL FIGURE R505.3.2 SPAN ARRANGEMENT FOR FLOOR JOIST CONTINUOUS OVER SUPPORT FIGURE R505.3.2 SPAN ARRANGEMENT FOR FLOOR JOIST CONTINUOUS OVER SUPPORT <\/td>\n<\/tr>\n | ||||||
| 318<\/td>\n | TABLE R505.3.2(3) ALLOWABLE SPANS FOR COLD-FORMED STEEL JOISTS\u2014MULTIPLE SPANSa, b, c, d, e, f 50 ksi STEEL TABLE R505.3.2(3) ALLOWABLE SPANS FOR COLD-FORMED STEEL JOISTS\u2014MULTIPLE SPANSa, b, c, d, e, f 50 ksi STEEL <\/td>\n<\/tr>\n | ||||||
| 319<\/td>\n | FIGURE R505.3.3.2(1) JOIST BLOCKING (SOLID) FIGURE R505.3.3.2(1) JOIST BLOCKING (SOLID) FIGURE R505.3.3.2(2) JOIST BLOCKING (STRAP FIGURE R505.3.3.2(2) JOIST BLOCKING (STRAP <\/td>\n<\/tr>\n | ||||||
| 320<\/td>\n | FIGURE R505.3.4(1) BEARING STIFFENERS UNDER JAMB STUDS FIGURE R505.3.4(1) BEARING STIFFENERS UNDER JAMB STUDS <\/td>\n<\/tr>\n | ||||||
| 321<\/td>\n | FIGURE R505.3.4(2) BEARING STIFFENER FIGURE R505.3.4(2) BEARING STIFFENER TABLE R505.3.4(1) CLIP ANGLE BEARING STIFFENERS TABLE R505.3.4(1) CLIP ANGLE BEARING STIFFENERS <\/td>\n<\/tr>\n | ||||||
| 322<\/td>\n | TABLE R505.3.4(2) CLIP ANGLE BEARING STIFFENERS TABLE R505.3.4(2) CLIP ANGLE BEARING STIFFENERS TABLE R505.3.4(3) CLIP ANGLE BEARING STIFFENERS TABLE R505.3.4(3) CLIP ANGLE BEARING STIFFENERS <\/td>\n<\/tr>\n | ||||||
| 323<\/td>\n | TABLE R505.3.4(4) CLIP ANGLE BEARING STIFFENERS TABLE R505.3.4(4) CLIP ANGLE BEARING STIFFENERS <\/td>\n<\/tr>\n | ||||||
| 324<\/td>\n | FIGURE R505.3.7 TRACK SPLICE FIGURE R505.3.7 TRACK SPLICE FIGURE R505.3.8(1) COLD-FORMED STEEL FLOOR CONSTRUCTION: 6-FOOT FLOOR OPENING FIGURE R505.3.8(1) COLD-FORMED STEEL FLOOR CONSTRUCTION: 6-FOOT FLOOR OPENING <\/td>\n<\/tr>\n | ||||||
| 325<\/td>\n | FIGURE R505.3.8(2) COLD-FORMED STEEL FLOOR CONSTRUCTION: 8-FOOT FLOOR OPENING FIGURE R505.3.8(2) COLD-FORMED STEEL FLOOR CONSTRUCTION: 8-FOOT FLOOR OPENING FIGURE R505.3.8(3) GOLD-FORMED STEEL FLOOR CONSTRUCTION: FLOOR HEADER TO TRIMMER CONNECTION\u20146-FOOT OPENING FIGURE R505.3.8(3) GOLD-FORMED STEEL FLOOR CONSTRUCTION: FLOOR HEADER TO TRIMMER CONNECTION\u20146-FOOT OPENING <\/td>\n<\/tr>\n | ||||||
| 326<\/td>\n | FIGURE R505.3.8(4) COLD-FORMED STEEL FLOOR CONSTRUCTION: FLOOR HEADER TO TRIMMER CONNECTION\u20148-FOOT OPENING FIGURE R505.3.8(4) COLD-FORMED STEEL FLOOR CONSTRUCTION: FLOOR HEADER TO TRIMMER CONNECTION\u20148-FOOT OPENING SECTION R506 – CONCRETE FLOORS (ON GROUND) SECTION R506 – CONCRETE FLOORS (ON GROUND) FIGURE R506.1 CONCRETE SLAB-ON-GROUND REQUIREMENTS FIGURE R506.1 CONCRETE SLAB-ON-GROUND REQUIREMENTS <\/td>\n<\/tr>\n | ||||||
| 327<\/td>\n | BIBLIOGRAPHY BIBLIOGRAPHY <\/td>\n<\/tr>\n | ||||||
| 329<\/td>\n | CHAPTER 6: WALL CONSTRUCTION CHAPTER 6: WALL CONSTRUCTION GENERAL COMMENTS GENERAL COMMENTS PURPOSE PURPOSE SECTION R601 – GENERAL SECTION R601 – GENERAL <\/td>\n<\/tr>\n | ||||||
| 330<\/td>\n | FIGURE R601.3 TYPICAL WOOD STUD WALL CONSTRUCTION FIGURE R601.3 TYPICAL WOOD STUD WALL CONSTRUCTION <\/td>\n<\/tr>\n | ||||||
| 331<\/td>\n | TABLE R601.3.1 CLASS III VAPOR RETARDERS TABLE R601.3.1 CLASS III VAPOR RETARDERS SECTION R602 – WOOD WALL FRAMING SECTION R602 – WOOD WALL FRAMING <\/td>\n<\/tr>\n | ||||||
| 332<\/td>\n | FIGURE R602.1 GRADE STAMP EXAMPLE FOR DIMENSIONAL LUMBER FIGURE R602.1 GRADE STAMP EXAMPLE FOR DIMENSIONAL LUMBER FIGURE R602.1.1 END-JOINTED LUMBER\u2014FINGER JOINT FIGURE R602.1.1 END-JOINTED LUMBER\u2014FINGER JOINT <\/td>\n<\/tr>\n | ||||||
| 334<\/td>\n | TABLE R602.3(1) FASTENER SCHEDULE FOR STRUCTURAL MEMBERS TABLE R602.3(1) FASTENER SCHEDULE FOR STRUCTURAL MEMBERS <\/td>\n<\/tr>\n | ||||||
| 335<\/td>\n | TABLE R602.3(1)\u2014continued FASTENER SCHEDULE FOR STRUCTURAL MEMBERS TABLE R602.3(1)\u2014continued FASTENER SCHEDULE FOR STRUCTURAL MEMBERS <\/td>\n<\/tr>\n | ||||||
| 336<\/td>\n | TABLE R602.3(2) ALTERNATE ATTACHMENTS TABLE R602.3(2) ALTERNATE ATTACHMENTS <\/td>\n<\/tr>\n | ||||||
| 337<\/td>\n | TABLE R602.3(3) REQUIREMENTS FOR WOOD STRUCTURAL PANEL WALL SHEATHING USED TO RESIST WIND PRESSURES TABLE R602.3(3) REQUIREMENTS FOR WOOD STRUCTURAL PANEL WALL SHEATHING USED TO RESIST WIND PRESSURES <\/td>\n<\/tr>\n | ||||||
| 338<\/td>\n | TABLE R602.3(4) ALLOWABLE SPANS FOR PARTICLEBOARD WALL SHEATHING TABLE R602.3(4) ALLOWABLE SPANS FOR PARTICLEBOARD WALL SHEATHING TABLE R602.3(5) SIZE, HEIGHT AND SPACING OF WOOD STUDS TABLE R602.3(5) SIZE, HEIGHT AND SPACING OF WOOD STUDS <\/td>\n<\/tr>\n | ||||||
| 339<\/td>\n | FIGURE R602.3(1) TYPICAL WALL, FLOOR AND ROOF FRAMING FIGURE R602.3(1) TYPICAL WALL, FLOOR AND ROOF FRAMING <\/td>\n<\/tr>\n | ||||||
| 340<\/td>\n | FIGURE R602.3(2) FRAMING DETAILS FIGURE R602.3(2) FRAMING DETAILS <\/td>\n<\/tr>\n | ||||||
| 341<\/td>\n | TABLE R602.3.1 MAXIMUM ALLOWABLE LENGTH OF WOOD WALL STUDS EXPOSED TO WIND SPEEDS OF 100 mph OR LESS IN SEISMIC DESIGN CATEGORIES A, B, C, D0, D1 and D2b, c TABLE R602.3.1 MAXIMUM ALLOWABLE LENGTH OF WOOD WALL STUDS EXPOSED TO WIND SPEEDS OF 100 mph OR LESS IN SEISMIC DESIGN CATEGORIES A, B, C, D0, D1 and D2b, c <\/td>\n<\/tr>\n | ||||||
| 342<\/td>\n | TABLE R602.3.1\u2014continued MAXIMUM ALLOWABLE LENGTH OF WOOD WALL STUDS EXPOSED TO WIND SPEEDS OF 100 mph OR LESSIN SEISMIC DESIGN CATEGORIES A, B, C, D0, D1 and D2 TABLE R602.3.1\u2014continued MAXIMUM ALLOWABLE LENGTH OF WOOD WALL STUDS EXPOSED TO WIND SPEEDS OF 100 mph OR LESSIN SEISMIC DESIGN CATEGORIES A, B, C, D0, D1 and D2 <\/td>\n<\/tr>\n | ||||||
| 343<\/td>\n | FIGURE R602.3.2 SINGLE TOP-PLATE SPLICE FIGURE R602.3.2 SINGLE TOP-PLATE SPLICE <\/td>\n<\/tr>\n | ||||||
| 344<\/td>\n | FIGURE R602.3.3(1) TOP PLATE WITH 16-INCH STUD SPACING FIGURE R602.3.3(1) TOP PLATE WITH 16-INCH STUD SPACING FIGURE R602.3.3(2) TOP PLATE WITH 24-INCH STUD SPACING FIGURE R602.3.3(2) TOP PLATE WITH 24-INCH STUD SPACING <\/td>\n<\/tr>\n | ||||||
| 345<\/td>\n | FIGURE R602.3.3(3) TOP PLATE WITH 24-INCH STUD SPACING AND BEARING POINT LIMITATIONS FIGURE R602.3.3(3) TOP PLATE WITH 24-INCH STUD SPACING AND BEARING POINT LIMITATIONS FIGURE R602.3.3(4) BLOCKED TOP PLATE WITH 24-INCH STUD S FIGURE R602.3.3(4) BLOCKED TOP PLATE WITH 24-INCH STUD S <\/td>\n<\/tr>\n | ||||||
| 346<\/td>\n | FIGURE R602.6(1) NOTCHING AND BORED HOLE LIMITATIONS FOR EXTERIOR WALLS AND BEARING WALLS FIGURE R602.6(1) NOTCHING AND BORED HOLE LIMITATIONS FOR EXTERIOR WALLS AND BEARING WALLS <\/td>\n<\/tr>\n | ||||||
| 347<\/td>\n | FIGURE R602.6(2) NOTCHING AND BORED HOLE LIMITATIONS FOR INTERIOR NONBEARING WALLS FIGURE R602.6(2) NOTCHING AND BORED HOLE LIMITATIONS FOR INTERIOR NONBEARING WALLS <\/td>\n<\/tr>\n | ||||||
| 348<\/td>\n | FIGURE R602.6.1 TOP PLATE FRAMING TO ACCOMMODATE PIP FIGURE R602.6.1 TOP PLATE FRAMING TO ACCOMMODATE PIP FIGURE R602.7 HEADER DETAIL FIGURE R602.7 HEADER DETAIL <\/td>\n<\/tr>\n | ||||||
| 349<\/td>\n | TABLE R602.7.2 MAXIMUM SPANS FOR WOOD STRUCTURAL PANEL BOX HEADERSa TABLE R602.7.2 MAXIMUM SPANS FOR WOOD STRUCTURAL PANEL BOX HEADERSa FIGURE R602.7.2 TYPICAL WOOD STRUCTURAL PANEL BOX HEADER CONSTRUCTION FIGURE R602.7.2 TYPICAL WOOD STRUCTURAL PANEL BOX HEADER CONSTRUCTION <\/td>\n<\/tr>\n | ||||||
| 351<\/td>\n | FIGURE R602.10 CRITICAL PARTS OF THE LATERAL LOAD PATH FIGURE R602.10 CRITICAL PARTS OF THE LATERAL LOAD PATH <\/td>\n<\/tr>\n | ||||||
| 352<\/td>\n | FIGURE R602.10.1(1) WALL BRACING TERMINOLOGY FIGURE R602.10.1(1) WALL BRACING TERMINOLOGY <\/td>\n<\/tr>\n | ||||||
| 353<\/td>\n | FIGURE R602.10.1(2) ACTUAL WALL LINE\/PROJECTION FIGURE R602.10.1(2) ACTUAL WALL LINE\/PROJECTION FIGURE R602.10.1(3) EFFECTIVE (IMAGINARY) BRACED WALL LINE FIGURE R602.10.1(3) EFFECTIVE (IMAGINARY) BRACED WALL LINE <\/td>\n<\/tr>\n | ||||||
| 356<\/td>\n | FIGURE R602.10.1.2(1) WALL BRACING\u2014WIND LOADS FIGURE R602.10.1.2(1) WALL BRACING\u2014WIND LOADS <\/td>\n<\/tr>\n | ||||||
| 357<\/td>\n | FIGURE R602.10.1.2(2) WALL BRACING\u2014SEISMIC LOADS FIGURE R602.10.1.2(2) WALL BRACING\u2014SEISMIC LOADS FIGURE R602.10.1.2(3) BASIS FOR WIND BRACING TABLE FIGURE R602.10.1.2(3) BASIS FOR WIND BRACING TABLE <\/td>\n<\/tr>\n | ||||||
| 358<\/td>\n | FIGURE R602.10.1.2(4) EAVE-TO-RIDGE HEIGHT FIGURE R602.10.1.2(4) EAVE-TO-RIDGE HEIGHT <\/td>\n<\/tr>\n | ||||||
| 359<\/td>\n | FIGURE R602.10.1.2(5) BRACED WALL LINE SPACING FIGURE R602.10.1.2(5) BRACED WALL LINE SPACING <\/td>\n<\/tr>\n | ||||||
| 360<\/td>\n | TABLE R602.10.1.2(1)a, b, c, d, e BRACING REQUIREMENTS BASED ON WIND SPEED (AS A FUNCTION OF BRACED WALL LINE SPACING) TABLE R602.10.1.2(1)a, b, c, d, e BRACING REQUIREMENTS BASED ON WIND SPEED (AS A FUNCTION OF BRACED WALL LINE SPACING) <\/td>\n<\/tr>\n | ||||||
| 361<\/td>\n | TABLE R602.10.1.2(1)a, b, c, d, e\u2014continued BRACING REQUIREMENTS BASED ON WIND SPEED TABLE R602.10.1.2(1)a, b, c, d, e\u2014continued BRACING REQUIREMENTS BASED ON WIND SPEED <\/td>\n<\/tr>\n | ||||||
| 362<\/td>\n | TABLE R602.10.1.2(1)a, b, c, d, e\u2014continued BRACING REQUIREMENTS BASED ON WIND SPEED TABLE R602.10.1.2(1)a, b, c, d, e\u2014continued BRACING REQUIREMENTS BASED ON WIND SPEED <\/td>\n<\/tr>\n | ||||||
| 363<\/td>\n | FIGURE R602.10.1.2(6) BASIS FOR SEISMIC BRACING TABLE FIGURE R602.10.1.2(6) BASIS FOR SEISMIC BRACING TABLE <\/td>\n<\/tr>\n | ||||||
| 364<\/td>\n | TABLE R602.10.1.2(2)a, b, c BRACING REQUIREMENTS BASED ON SEISMIC DESIGN CATEGORY (AS A FUNCTION OF BRACED WALL LINE LENGTH) TABLE R602.10.1.2(2)a, b, c BRACING REQUIREMENTS BASED ON SEISMIC DESIGN CATEGORY (AS A FUNCTION OF BRACED WALL LINE LENGTH) <\/td>\n<\/tr>\n | ||||||
| 365<\/td>\n | TABLE R602.10.1.2(2)a, b, c\u2014continued BRACING REQUIREMENTS BASED ON SEISMIC DESIGN CATEGORY(AS A FUNCTION OF BRACED WALL LINE LENGTH) TABLE R602.10.1.2(2)a, b, c\u2014continued BRACING REQUIREMENTS BASED ON SEISMIC DESIGN CATEGORY(AS A FUNCTION OF BRACED WALL LINE LENGTH) <\/td>\n<\/tr>\n | ||||||
| 366<\/td>\n | TABLE R602.10.1.2(3) ADJUSTMENT FACTORS TO THE LENGTH OF REQUIRED SEISMIC WALL BRACING TABLE R602.10.1.2(3) ADJUSTMENT FACTORS TO THE LENGTH OF REQUIRED SEISMIC WALL BRACING <\/td>\n<\/tr>\n | ||||||
| 368<\/td>\n | FIGURE R602.10.1.3 ANGLED CORNERS FIGURE R602.10.1.3 ANGLED CORNERS <\/td>\n<\/tr>\n | ||||||
| 369<\/td>\n | FIGURE R602.10.1.3(1) INSUFFICIENT ROOM IN ANGLED PORTION OR WALL TO PERMIT BRACING FIGURE R602.10.1.3(1) INSUFFICIENT ROOM IN ANGLED PORTION OR WALL TO PERMIT BRACING FIGURE R602.10.1.3(2) ANGLED PORTION OF WALL GREATER THAN 8 FEET FIGURE R602.10.1.3(2) ANGLED PORTION OF WALL GREATER THAN 8 FEET <\/td>\n<\/tr>\n | ||||||
| 370<\/td>\n | FIGURE R602.10.1.4(1) BRACED WALL PANELS AND BRACED WALL LINES FIGURE R602.10.1.4(1) BRACED WALL PANELS AND BRACED WALL LINES <\/td>\n<\/tr>\n | ||||||
| 371<\/td>\n | FIGURE R602.10.1.4(2) BRACED WALL PANEL END DISTANCE REQUIREMENTS (SDC A, B AND C) FIGURE R602.10.1.4(2) BRACED WALL PANEL END DISTANCE REQUIREMENTS (SDC A, B AND C) FIGURE R602.10.1.4(3) OFFSETS PERMITTED FOR BRACED WALL LINES FIGURE R602.10.1.4(3) OFFSETS PERMITTED FOR BRACED WALL LINES <\/td>\n<\/tr>\n | ||||||
| 372<\/td>\n | FIGURE R602.10.1.4(4) BRACED WALL LINE SPACING FIGURE R602.10.1.4(4) BRACED WALL LINE SPACING FIGURE R602.10.1.4(1) EFFECTIVE (IMAGINARY) BRACED WALL LINE FIGURE R602.10.1.4(1) EFFECTIVE (IMAGINARY) BRACED WALL LINE <\/td>\n<\/tr>\n | ||||||
| 373<\/td>\n | FIGURE R602.10.1.4.1 BRACED WALL PANELS AT ENDS OF BRACED WALL LINES IN SEISMIC DESIGN CATEGORIES D0, D1 AND D2 FIGURE R602.10.1.4.1 BRACED WALL PANELS AT ENDS OF BRACED WALL LINES IN SEISMIC DESIGN CATEGORIES D0, D1 AND D2 TABLE R602.10.1.5 ADJUSTMENTS OF BRACING LENGTH FOR BRACED WALL LINE SPACING GREATER THAN 25 FEET TABLE R602.10.1.5 ADJUSTMENTS OF BRACING LENGTH FOR BRACED WALL LINE SPACING GREATER THAN 25 FEET <\/td>\n<\/tr>\n | ||||||
| 375<\/td>\n | TABLE R602.10.2 INTERMITTENT BRACING METHODS TABLE R602.10.2 INTERMITTENT BRACING METHODS <\/td>\n<\/tr>\n | ||||||
| 377<\/td>\n | TABLE R602.10.3 EFFECTIVE LENGTHS FOR BRACED WALL PANELS LESS THAN 48 INCHES IN ACTUAL LENGTH (BRACE METHODS DWB, WSP, SFB, PBS, PCP AND HPSa) TABLE R602.10.3 EFFECTIVE LENGTHS FOR BRACED WALL PANELS LESS THAN 48 INCHES IN ACTUAL LENGTH (BRACE METHODS DWB, WSP, SFB, PBS, PCP AND HPSa) TABLE R602.10.3.1 MINIMUM LENGTH REQUIREMENTS FOR BRACED WALL PANELS TABLE R602.10.3.1 MINIMUM LENGTH REQUIREMENTS FOR BRACED WALL PANELS <\/td>\n<\/tr>\n | ||||||
| 378<\/td>\n | TABLE R602.10.3.2 MINIMUM LENGTH REQUIREMENTS AND HOLD-DOWN FORCES FOR METHOD ABW BRACED WALL PANELS TABLE R602.10.3.2 MINIMUM LENGTH REQUIREMENTS AND HOLD-DOWN FORCES FOR METHOD ABW BRACED WALL PANELS FIGURE R602.10.3.2 ALTERNATE BRACED WALL PANEL FIGURE R602.10.3.2 ALTERNATE BRACED WALL PANEL <\/td>\n<\/tr>\n | ||||||
| 379<\/td>\n | FIGURE R602.10.3.3 METHOD PFH: PORTAL FRAME WITH HOLD-DOWNS FIGURE R602.10.3.3 METHOD PFH: PORTAL FRAME WITH HOLD-DOWNS <\/td>\n<\/tr>\n | ||||||
| 380<\/td>\n | FIGURE R602.10.3.4 METHOD PFG PORTAL FRAME AT GARAGE DOOR OPENINGS IN SEISMIC DESIGN CATEGORIES A, B AND C FIGURE R602.10.3.4 METHOD PFG PORTAL FRAME AT GARAGE DOOR OPENINGS IN SEISMIC DESIGN CATEGORIES A, B AND C <\/td>\n<\/tr>\n | ||||||
| 381<\/td>\n | TABLE R602.10.4.1 CONTINUOUS SHEATHING METHODS TABLE R602.10.4.1 CONTINUOUS SHEATHING METHODS <\/td>\n<\/tr>\n | ||||||
| 383<\/td>\n | FIGURE R602.10.4.1.1 METHOD CS-PF: CONTINUOUS PORTAL FRAME PANEL CONSTRUCTION FIGURE R602.10.4.1.1 METHOD CS-PF: CONTINUOUS PORTAL FRAME PANEL CONSTRUCTION <\/td>\n<\/tr>\n | ||||||
| 384<\/td>\n | TABLE R602.10.4.1.1 TENSION STRAP CAPACITY REQUIRED FOR RESISTING WIND PRESSURES PERPENDICULAR TO 6:1 ASPECT RATIO WALLSa,b TABLE R602.10.4.1.1 TENSION STRAP CAPACITY REQUIRED FOR RESISTING WIND PRESSURES PERPENDICULAR TO 6:1 ASPECT RATIO WALLSa,b <\/td>\n<\/tr>\n | ||||||
| 385<\/td>\n | FIGURE R602.10.4.2 BRACED WALL PANELS WITH CONTINUOUS SHEATHING FIGURE R602.10.4.2 BRACED WALL PANELS WITH CONTINUOUS SHEATHING TABLE R602.10.4.2 LENGTH REQUIREMENTS FOR BRACED WALL PANELS WITH CONTINUOUS SHEATHINGa (inches) TABLE R602.10.4.2 LENGTH REQUIREMENTS FOR BRACED WALL PANELS WITH CONTINUOUS SHEATHINGa (inches) <\/td>\n<\/tr>\n | ||||||
| 387<\/td>\n | FIGURE R602.10.4.4(1) TYPICAL EXTERIOR CORNER FRAMING FOR CONTINUOUS SHEATHING FIGURE R602.10.4.4(1) TYPICAL EXTERIOR CORNER FRAMING FOR CONTINUOUS SHEATHING <\/td>\n<\/tr>\n | ||||||
| 388<\/td>\n | FIGURE R602.10.4.4(2) BRACED WALL LINE WITH CONTINUOUS SHEATHING WITH CORNER RETURN PANEL FIGURE R602.10.4.4(2) BRACED WALL LINE WITH CONTINUOUS SHEATHING WITH CORNER RETURN PANEL FIGURE R602.10.4.4(3) BRACED WALL LINE WITH CONTINUOUS SHEATING WITHOUT CORNER RETURN PANEL FIGURE R602.10.4.4(3) BRACED WALL LINE WITH CONTINUOUS SHEATING WITHOUT CORNER RETURN PANEL <\/td>\n<\/tr>\n | ||||||
| 389<\/td>\n | FIGURE R602.10.4.4(4) BRACED WALL LINE WITH CONTINUOUS SHEATHING FIRST BRACED WALL PANEL AWAY FROM END OF WALL LINE WITHOUT TIE DOWN FIGURE R602.10.4.4(4) BRACED WALL LINE WITH CONTINUOUS SHEATHING FIRST BRACED WALL PANEL AWAY FROM END OF WALL LINE WITHOUT TIE DOWN FIGURE R602.10.4.4(5) BRACED WALL LINE WITH CONTINUOUS SHEATHING\u2014FIRST BRACED WALL PANEL AWAY FROM END OF WALL LINE WITH HOLD-DOWN FIGURE R602.10.4.4(5) BRACED WALL LINE WITH CONTINUOUS SHEATHING\u2014FIRST BRACED WALL PANEL AWAY FROM END OF WALL LINE WITH HOLD-DOWN <\/td>\n<\/tr>\n | ||||||
| 390<\/td>\n | TABLE R602.10.5.2 MINIMUM LENGTH REQUIREMENTS FOR STRUCTURAL FIBERBOARD BRACED WALL PANELS IN A CONTINUOUSLY-SHEATHED WALLa TABLE R602.10.5.2 MINIMUM LENGTH REQUIREMENTS FOR STRUCTURAL FIBERBOARD BRACED WALL PANELS IN A CONTINUOUSLY-SHEATHED WALLa <\/td>\n<\/tr>\n | ||||||
| 392<\/td>\n | FIGURE R602.10.6(1) BRACED WALL PANEL CONNECTION WHEN PERPENDICULAR TO FLOOR\/CEILING FRAMING FIGURE R602.10.6(1) BRACED WALL PANEL CONNECTION WHEN PERPENDICULAR TO FLOOR\/CEILING FRAMING FIGURE R602.10.6(2) BRACED WALL PANEL CONNECTION WHEN PARALLEL TO FLOOR\/CEILING FRAMING FIGURE R602.10.6(2) BRACED WALL PANEL CONNECTION WHEN PARALLEL TO FLOOR\/CEILING FRAMING <\/td>\n<\/tr>\n | ||||||
| 393<\/td>\n | FIGURE R602.10.6.2(1) BRACED WALL PANEL CONNECTION TO PERPENDICULAR RAFTERS FIGURE R602.10.6.2(1) BRACED WALL PANEL CONNECTION TO PERPENDICULAR RAFTERS FIGURE R602.10.6.2(2) BRACED WALL PANEL CONNECTION OPTION TO PERPENDICULAR RAFTERS OR ROOF TRUSSES FIGURE R602.10.6.2(2) BRACED WALL PANEL CONNECTION OPTION TO PERPENDICULAR RAFTERS OR ROOF TRUSSES <\/td>\n<\/tr>\n | ||||||
| 394<\/td>\n | FIGURE R602.10.6.2(3) BRACED WALL PANEL CONNECTION OPTION TO PERPENDICULAR RAFTERS OR ROOF TRUSSES FIGURE R602.10.6.2(3) BRACED WALL PANEL CONNECTION OPTION TO PERPENDICULAR RAFTERS OR ROOF TRUSSES TABLE R602.10.6.2 CONNECTION AND BLOCKING REQUIREMENTS BETWEEN BRACED WALL PANELS AND ROOF FRAMING TABLE R602.10.6.2 CONNECTION AND BLOCKING REQUIREMENTS BETWEEN BRACED WALL PANELS AND ROOF FRAMING <\/td>\n<\/tr>\n | ||||||
| 395<\/td>\n | FIGURE R602.10.6.2 DISTANCE FROM TOP PLATE TO BOTTOM OF ROOF SHEATHING FOR PROVIDING CONNECTION REQUIREMENTS AND BLOCKING PER TABLE R602.10.6.2 FIGURE R602.10.6.2 DISTANCE FROM TOP PLATE TO BOTTOM OF ROOF SHEATHING FOR PROVIDING CONNECTION REQUIREMENTS AND BLOCKING PER TABLE R602.10.6.2 <\/td>\n<\/tr>\n | ||||||
| 396<\/td>\n | FIGURE R602.10.7 MASONRY STEM WALLS SUPPORTING BRACED WALL PANELS FIGURE R602.10.7 MASONRY STEM WALLS SUPPORTING BRACED WALL PANELS <\/td>\n<\/tr>\n | ||||||
| 397<\/td>\n | FIGURE R602.10.7.1(1) SEISMIC DESIGN CATEGORY D2 INTERIOR BRACED WALL SUPPORT FIGURE R602.10.7.1(1) SEISMIC DESIGN CATEGORY D2 INTERIOR BRACED WALL SUPPORT <\/td>\n<\/tr>\n | ||||||
| 398<\/td>\n | FIGURE R602.10.7.1(2) SEISMIC DESIGN CATEGORY D2 INTERIOR BRACED WALL SUPPORT FIGURE R602.10.7.1(2) SEISMIC DESIGN CATEGORY D2 INTERIOR BRACED WALL SUPPORT <\/td>\n<\/tr>\n | ||||||
| 400<\/td>\n | FIGURE R602.11.2 STEPPED FOUNDATION CONSTRUCTION FIGURE R602.11.2 STEPPED FOUNDATION CONSTRUCTION <\/td>\n<\/tr>\n | ||||||
| 401<\/td>\n | FIGURE R602.11.2(1) CRIPPLE WALL TOP PLATE EXTENDED 4 FEET OVER THE FOUNDATION FIGURE R602.11.2(1) CRIPPLE WALL TOP PLATE EXTENDED 4 FEET OVER THE FOUNDATION <\/td>\n<\/tr>\n | ||||||
| 402<\/td>\n | TABLE R602.12(1) STONE OR MASONRY VENEER WALL BRACING REQUIREMENTS, WOOD OR STEEL FRAMING, SEISMIC DESIGN CATEGORIES A, B and C TABLE R602.12(1) STONE OR MASONRY VENEER WALL BRACING REQUIREMENTS, WOOD OR STEEL FRAMING, SEISMIC DESIGN CATEGORIES A, B and C TABLE R602.12(2) STONE OR MASONRY VENEER WALL BRACING REQUIREMENTS, ONE- AND TWO-FAMILY DETACHED DWELLINGS, SEISMIC DESIGN CATEGORIES D0, D1 and D TABLE R602.12(2) STONE OR MASONRY VENEER WALL BRACING REQUIREMENTS, ONE- AND TWO-FAMILY DETACHED DWELLINGS, SEISMIC DESIGN CATEGORIES D0, D1 and D <\/td>\n<\/tr>\n | ||||||
| 403<\/td>\n | FIGURE R602.12 HOLD DOWNS AT EXTERIOR AND INTERIOR BRACED WALL PANELS FIGURE R602.12 HOLD DOWNS AT EXTERIOR AND INTERIOR BRACED WALL PANELS <\/td>\n<\/tr>\n | ||||||
| 404<\/td>\n | SECTION R603 – STEEL WALL FRAMING SECTION R603 – STEEL WALL FRAMING <\/td>\n<\/tr>\n | ||||||
| 405<\/td>\n | FIGURE R603.1.2 IN-LINE FRAMING FIGURE R603.1.2 IN-LINE FRAMING <\/td>\n<\/tr>\n | ||||||
| 406<\/td>\n | TABLE R603.2(1) LOAD-BEARING COLD-FORMED STEEL STUD SIZES TABLE R603.2(1) LOAD-BEARING COLD-FORMED STEEL STUD SIZES TABLE R603.2(2) MINIMUM THICKNESS OF COLD-FORMED STEEL MEMBERS TABLE R603.2(2) MINIMUM THICKNESS OF COLD-FORMED STEEL MEMBERS <\/td>\n<\/tr>\n | ||||||
| 407<\/td>\n | FIGURE R603.2(1) C-SHAPED SECTION FIGURE R603.2(1) C-SHAPED SECTION FIGURE R603.2(2) TRACK SECTION FIGURE R603.2(2) TRACK SECTION TABLE R603.2.4 SCREW SUBSTITUTION FACTOR TABLE R603.2.4 SCREW SUBSTITUTION FACTOR <\/td>\n<\/tr>\n | ||||||
| 408<\/td>\n | FIGURE R603.2.5.1 WEB HOLES FIGURE R603.2.5.1 WEB HOLES <\/td>\n<\/tr>\n | ||||||
| 409<\/td>\n | FIGURE R603.2.5.3 STUD WEB HOLE PATCH FIGURE R603.2.5.3 STUD WEB HOLE PATCH <\/td>\n<\/tr>\n | ||||||
| 410<\/td>\n | TABLE R603.3.1 WALL TO FOUNDATION OR FLOOR CONNECTION REQUIREMENTSa,b TABLE R603.3.1 WALL TO FOUNDATION OR FLOOR CONNECTION REQUIREMENTSa,b <\/td>\n<\/tr>\n | ||||||
| 411<\/td>\n | FIGURE R603.3.1(1) WALL TO FLOOR CONNECTION FIGURE R603.3.1(1) WALL TO FLOOR CONNECTION FIGURE R603.3.1(2) WALL TO FOUNDATION CONNECTION FIGURE R603.3.1(2) WALL TO FOUNDATION CONNECTION <\/td>\n<\/tr>\n | ||||||
| 412<\/td>\n | FIGURE R603.3.1(3) WALL TO WOOD SILL CONNECTION FIGURE R603.3.1(3) WALL TO WOOD SILL CONNECTION TABLE R603.3.1.1(1) GABLE ENDWALL TO FLOOR CONNECTION REQUIREMENTSa,b,c TABLE R603.3.1.1(1) GABLE ENDWALL TO FLOOR CONNECTION REQUIREMENTSa,b,c <\/td>\n<\/tr>\n | ||||||
| 413<\/td>\n | TABLE R603.3.1.1(2) GABLE END WALL BOTTOM TRACK TO FOUNDATION CONNECTION REQUIREMENTSa,b,c TABLE R603.3.1.1(2) GABLE END WALL BOTTOM TRACK TO FOUNDATION CONNECTION REQUIREMENTSa,b,c TABLE R603.3.2(1) WALL FASTENING SCHEDULEa TABLE R603.3.2(1) WALL FASTENING SCHEDULEa <\/td>\n<\/tr>\n | ||||||
| 414<\/td>\n | FIGURE R603.3.3(1) STUD BRACING WITH STRAPPING ONLY FIGURE R603.3.3(1) STUD BRACING WITH STRAPPING ONLY FIGURE R603.3.3(2) STUD BRACING WITH STRAPPING AND SHEATHING MATERIAL FIGURE R603.3.3(2) STUD BRACING WITH STRAPPING AND SHEATHING MATERIAL <\/td>\n<\/tr>\n | ||||||
| 415<\/td>\n | FIGURE R603.3.5 TRACK SPLICE FIGURE R603.3.5 TRACK SPLICE FIGURE R603.4 CORNER FRAMING FIGURE R603.4 CORNER FRAMING <\/td>\n<\/tr>\n | ||||||
| 416<\/td>\n | TABLE R603.3.2(2) 24-FOOT-WIDE BUILDING SUPPORTING ROOF AND CEILING ONLYa, b, c 33 ksi STEEL TABLE R603.3.2(2) 24-FOOT-WIDE BUILDING SUPPORTING ROOF AND CEILING ONLYa, b, c 33 ksi STEEL <\/td>\n<\/tr>\n | ||||||
| 417<\/td>\n | TABLE R603.3.2(3) 24-FOOT-WIDE BUILDING SUPPORTING ROOF AND CEILING ONLYa,b,c 50 ksi STEEL TABLE R603.3.2(3) 24-FOOT-WIDE BUILDING SUPPORTING ROOF AND CEILING ONLYa,b,c 50 ksi STEEL <\/td>\n<\/tr>\n | ||||||
| 418<\/td>\n | TABLE R603.3.2(4) 28-FOOT-WIDE BUILDING SUPPORTING ROOF AND CEILING ONLYa,b,c 33 ksi STEEL TABLE R603.3.2(4) 28-FOOT-WIDE BUILDING SUPPORTING ROOF AND CEILING ONLYa,b,c 33 ksi STEEL <\/td>\n<\/tr>\n | ||||||
| 419<\/td>\n | TABLE R603.3.2(5) 28-FOOT-WIDE BUILDING SUPPORTING ROOF AND CEILING ONLYa,b,c 50 ksi STEEL TABLE R603.3.2(5) 28-FOOT-WIDE BUILDING SUPPORTING ROOF AND CEILING ONLYa,b,c 50 ksi STEEL <\/td>\n<\/tr>\n | ||||||
| 420<\/td>\n | TABLE R603.3.2(6) 32-FOOT-WIDE BUILDING SUPPORTING ROOF AND CEILING ONLYa,b,c 33 ksi STEEL TABLE R603.3.2(6) 32-FOOT-WIDE BUILDING SUPPORTING ROOF AND CEILING ONLYa,b,c 33 ksi STEEL <\/td>\n<\/tr>\n | ||||||
| 421<\/td>\n | TABLE R603.3.2(7) 32-FOOT-WIDE BUILDING SUPPORTING ROOF AND CEILING ONLYa,b,c 50 ksi STE TABLE R603.3.2(7) 32-FOOT-WIDE BUILDING SUPPORTING ROOF AND CEILING ONLYa,b,c 50 ksi STE <\/td>\n<\/tr>\n | ||||||
| 422<\/td>\n | TABLE R603.3.2(8) 36-FOOT-WIDE BUILDING SUPPORTING ROOF AND CEILING ONLYa,b,c 33 ksi STEEL TABLE R603.3.2(8) 36-FOOT-WIDE BUILDING SUPPORTING ROOF AND CEILING ONLYa,b,c 33 ksi STEEL <\/td>\n<\/tr>\n | ||||||
| 423<\/td>\n | TABLE R603.3.2(9) 36-FOOT-WIDE BUILDING SUPPORTING ROOF AND CEILING ONLYa,b,c 50 ksi STEEL TABLE R603.3.2(9) 36-FOOT-WIDE BUILDING SUPPORTING ROOF AND CEILING ONLYa,b,c 50 ksi STEEL <\/td>\n<\/tr>\n | ||||||
| 424<\/td>\n | TABLE R603.3.2(10) 40-FOOT-WIDE BUILDING SUPPORTING ROOF AND CEILING ONLYa,b,c 33 ksi STEEL TABLE R603.3.2(10) 40-FOOT-WIDE BUILDING SUPPORTING ROOF AND CEILING ONLYa,b,c 33 ksi STEEL <\/td>\n<\/tr>\n | ||||||
| 425<\/td>\n | TABLE R603.3.2(11) 40-FOOT-WIDE BUILDING SUPPORTING ROOF AND CEILING ONLYa,b,c 50 ksi STEEL TABLE R603.3.2(11) 40-FOOT-WIDE BUILDING SUPPORTING ROOF AND CEILING ONLYa,b,c 50 ksi STEEL <\/td>\n<\/tr>\n | ||||||
| 426<\/td>\n | TABLE R603.3.2(12) 24-FOOT-WIDE BUILDING SUPPORTING ONE FLOOR, ROOF AND CEILINGa,b,c 33 ksi STEEL TABLE R603.3.2(12) 24-FOOT-WIDE BUILDING SUPPORTING ONE FLOOR, ROOF AND CEILINGa,b,c 33 ksi STEEL <\/td>\n<\/tr>\n | ||||||
| 427<\/td>\n | TABLE R603.3.2(13) 24-FOOT-WIDE BUILDING SUPPORTING ONE FLOOR, ROOF AND CEILINGa,b,c 50 ksi STEEL TABLE R603.3.2(13) 24-FOOT-WIDE BUILDING SUPPORTING ONE FLOOR, ROOF AND CEILINGa,b,c 50 ksi STEEL <\/td>\n<\/tr>\n | ||||||
| 428<\/td>\n | TABLE R603.3.2(14) 28-FOOT-WIDE BUILDING SUPPORTING ONE FLOOR, ROOF AND CEILINGa,b,c 33 ksi STEEL TABLE R603.3.2(14) 28-FOOT-WIDE BUILDING SUPPORTING ONE FLOOR, ROOF AND CEILINGa,b,c 33 ksi STEEL <\/td>\n<\/tr>\n | ||||||
| 429<\/td>\n | TABLE R603.3.2(15) 28-FOOT-WIDE BUILDING SUPPORTING ONE FLOOR, ROOF AND CEILINGa,b,c 50 ksi STEEL TABLE R603.3.2(15) 28-FOOT-WIDE BUILDING SUPPORTING ONE FLOOR, ROOF AND CEILINGa,b,c 50 ksi STEEL <\/td>\n<\/tr>\n | ||||||
| 430<\/td>\n | TABLE R603.3.2(16) 32-FOOT-WIDE BUILDING SUPPORTING ONE FLOOR, ROOF AND CEILINGa,b,c 33 ksi STEEL TABLE R603.3.2(16) 32-FOOT-WIDE BUILDING SUPPORTING ONE FLOOR, ROOF AND CEILINGa,b,c 33 ksi STEEL <\/td>\n<\/tr>\n | ||||||
| 431<\/td>\n | TABLE R603.3.2(17) 32-FOOT-WIDE BUILDING SUPPORTING ONE FLOOR, ROOF AND CEILINGa,b,c 50 ksi STEEL TABLE R603.3.2(17) 32-FOOT-WIDE BUILDING SUPPORTING ONE FLOOR, ROOF AND CEILINGa,b,c 50 ksi STEEL <\/td>\n<\/tr>\n | ||||||
| 432<\/td>\n | TABLE R603.3.2(18) 36-FOOT-WIDE BUILDING SUPPORTING ONE FLOOR, ROOF AND CEILINGa,b,c 33 ksi STEEL TABLE R603.3.2(18) 36-FOOT-WIDE BUILDING SUPPORTING ONE FLOOR, ROOF AND CEILINGa,b,c 33 ksi STEEL <\/td>\n<\/tr>\n | ||||||
| 433<\/td>\n | TABLE R603.3.2(19) 36-FOOT-WIDE BUILDING SUPPORTING ONE FLOOR, ROOF AND CEILINGa,b,c 50 ksi STEEL TABLE R603.3.2(19) 36-FOOT-WIDE BUILDING SUPPORTING ONE FLOOR, ROOF AND CEILINGa,b,c 50 ksi STEEL <\/td>\n<\/tr>\n | ||||||
| 434<\/td>\n | TABLE R603.3.2(20) 40-FOOT-WIDE BUILDING SUPPORTING ONE FLOOR, ROOF AND CEILINGa,b,c 33 ksi STEEL TABLE R603.3.2(20) 40-FOOT-WIDE BUILDING SUPPORTING ONE FLOOR, ROOF AND CEILINGa,b,c 33 ksi STEEL <\/td>\n<\/tr>\n | ||||||
| 435<\/td>\n | TABLE R603.3.2(21) 40-FOOT-WIDE BUILDING SUPPORTING ONE FLOOR, ROOF AND CEILINGa,b,c 50 ksi STEEL TABLE R603.3.2(21) 40-FOOT-WIDE BUILDING SUPPORTING ONE FLOOR, ROOF AND CEILINGa,b,c 50 ksi STEEL <\/td>\n<\/tr>\n | ||||||
| 436<\/td>\n | TABLE R603.3.2(22) 24-FOOT-WIDE BUILDING SUPPORTING TWO FLOORS, ROOF AND CEILINGa,b,c 33 ksi STEEL TABLE R603.3.2(22) 24-FOOT-WIDE BUILDING SUPPORTING TWO FLOORS, ROOF AND CEILINGa,b,c 33 ksi STEEL <\/td>\n<\/tr>\n | ||||||
| 437<\/td>\n | TABLE R603.3.2(23) 24-FOOT-WIDE BUILDING SUPPORTING TWO FLOORS, ROOF AND CEILINGa,b,c 50 ksi STEEL TABLE R603.3.2(23) 24-FOOT-WIDE BUILDING SUPPORTING TWO FLOORS, ROOF AND CEILINGa,b,c 50 ksi STEEL <\/td>\n<\/tr>\n | ||||||
| 438<\/td>\n | TABLE R603.3.2(24) 28-FOOT-WIDE BUILDING SUPPORTING TWO FLOORS, ROOF AND CEILINGa,b,c 33 ksi STEEL TABLE R603.3.2(24) 28-FOOT-WIDE BUILDING SUPPORTING TWO FLOORS, ROOF AND CEILINGa,b,c 33 ksi STEEL <\/td>\n<\/tr>\n | ||||||
| 439<\/td>\n | TABLE R603.3.2(25) 28-FOOT-WIDE BUILDING SUPPORTING TWO FLOORS, ROOF AND CEILINGa,b,c 50 ksi STEEL TABLE R603.3.2(25) 28-FOOT-WIDE BUILDING SUPPORTING TWO FLOORS, ROOF AND CEILINGa,b,c 50 ksi STEEL <\/td>\n<\/tr>\n | ||||||
| 440<\/td>\n | TABLE R603.3.2(26) 32-FOOT-WIDE BUILDING SUPPORTING TWO FLOORS, ROOF AND CEILINGa,b,c 33 ksi STEEL TABLE R603.3.2(26) 32-FOOT-WIDE BUILDING SUPPORTING TWO FLOORS, ROOF AND CEILINGa,b,c 33 ksi STEEL <\/td>\n<\/tr>\n | ||||||
| 441<\/td>\n | TABLE R603.3.2(27) 32-FOOT-WIDE BUILDING SUPPORTING TWO FLOORS, ROOF AND CEILINGa,b,c 50 ksi STEEL TABLE R603.3.2(27) 32-FOOT-WIDE BUILDING SUPPORTING TWO FLOORS, ROOF AND CEILINGa,b,c 50 ksi STEEL <\/td>\n<\/tr>\n | ||||||
| 442<\/td>\n | TABLE R603.3.2(28) 36-FOOT-WIDE BUILDING SUPPORTING TWO FLOORS, ROOF AND CEILINGa,b,c 33 ksi STEEL TABLE R603.3.2(28) 36-FOOT-WIDE BUILDING SUPPORTING TWO FLOORS, ROOF AND CEILINGa,b,c 33 ksi STEEL <\/td>\n<\/tr>\n | ||||||
| 443<\/td>\n | TABLE R603.3.2(29) 36-FOOT-WIDE BUILDING SUPPORTING TWO FLOORS, ROOF AND CEILINGa,b,c 50 ksi STEEL TABLE R603.3.2(29) 36-FOOT-WIDE BUILDING SUPPORTING TWO FLOORS, ROOF AND CEILINGa,b,c 50 ksi STEEL <\/td>\n<\/tr>\n | ||||||
| 444<\/td>\n | TABLE R603.3.2(30) 40-FOOT-WIDE BUILDING SUPPORTING TWO FLOORS, ROOF AND CEILINGa,b,c 33 ksi STEEL TABLE R603.3.2(30) 40-FOOT-WIDE BUILDING SUPPORTING TWO FLOORS, ROOF AND CEILINGa,b,c 33 ksi STEEL <\/td>\n<\/tr>\n | ||||||
| 445<\/td>\n | TABLE R603.3.2(31) 40-FOOT-WIDE BUILDING SUPPORTING TWO FLOORS, ROOF AND CEILINGa,b,c 50 ksi STEEL TABLE R603.3.2(31) 40-FOOT-WIDE BUILDING SUPPORTING TWO FLOORS, ROOF AND CEILINGa,b,c 50 ksi STEEL <\/td>\n<\/tr>\n | ||||||
| 446<\/td>\n | TABLE R603.3.2.1(1) ALL BUILDING WIDTHS GABLE ENDWALLS 8, 9 OR 10 FEET IN HEIGHTa,b,c 33 ksi STEEL TABLE R603.3.2.1(1) ALL BUILDING WIDTHS GABLE ENDWALLS 8, 9 OR 10 FEET IN HEIGHTa,b,c 33 ksi STEEL <\/td>\n<\/tr>\n | ||||||
| 447<\/td>\n | TABLE R603.3.2.1(2) ALL BUILDING WIDTHS GABLE ENDWALLS 8, 9 OR 10 FEET IN HEIGHTa,b,c 50 ksi STEEL TABLE R603.3.2.1(2) ALL BUILDING WIDTHS GABLE ENDWALLS 8, 9 OR 10 FEET IN HEIGHTa,b,c 50 ksi STEEL <\/td>\n<\/tr>\n | ||||||
| 448<\/td>\n | TABLE R603.3.2.1(3) ALL BUILDING WIDTHS GABLE ENDWALLS OVER 10 FEET IN HEIGHTa,b,c 33 ksi STEEL TABLE R603.3.2.1(3) ALL BUILDING WIDTHS GABLE ENDWALLS OVER 10 FEET IN HEIGHTa,b,c 33 ksi STEEL <\/td>\n<\/tr>\n | ||||||
| 449<\/td>\n | TABLE R603.3.2.1(4) ALL BUILDING WIDTHS GABLE ENDWALLS OVER 10 FEET IN HEIGHTa,b,c 50 ksi STEEL TABLE R603.3.2.1(4) ALL BUILDING WIDTHS GABLE ENDWALLS OVER 10 FEET IN HEIGHTa,b,c 50 ksi STEEL <\/td>\n<\/tr>\n | ||||||
| 451<\/td>\n | FIGURE R603.6(1) BOX BEAM HEADER FIGURE R603.6(1) BOX BEAM HEADER FIGURE 603.6(2) BACK-TO-BACK HEADER FIGURE 603.6(2) BACK-TO-BACK HEADER <\/td>\n<\/tr>\n | ||||||
| 452<\/td>\n | FIGURE R603.6.1(1) BOX BEAM HEADER IN GABLE ENDWALL FIGURE R603.6.1(1) BOX BEAM HEADER IN GABLE ENDWALL FIGURE R603.6.1(2) BACK-TO-BACK HEADER IN GABLE ENDWALL FIGURE R603.6.1(2) BACK-TO-BACK HEADER IN GABLE ENDWALL <\/td>\n<\/tr>\n | ||||||
| 453<\/td>\n | TABLE R603.6(1) BOX-BEAM HEADER SPANS Headers Supporting Roof and Ceiling Only (33 ksi steel)a, b TABLE R603.6(1) BOX-BEAM HEADER SPANS Headers Supporting Roof and Ceiling Only (33 ksi steel)a, b <\/td>\n<\/tr>\n | ||||||
| 454<\/td>\n | TABLE R603.6(2) BOX-BEAM HEADER SPANS Headers Supporting Roof and Ceiling Only (50 ksi steel)a, b TABLE R603.6(2) BOX-BEAM HEADER SPANS Headers Supporting Roof and Ceiling Only (50 ksi steel)a, b <\/td>\n<\/tr>\n | ||||||
| 455<\/td>\n | TABLE R603.6(3) BOX-BEAM HEADER SPANS Headers Supporting Roof and Ceiling Only (33 ksi steel)a, b TABLE R603.6(3) BOX-BEAM HEADER SPANS Headers Supporting Roof and Ceiling Only (33 ksi steel)a, b <\/td>\n<\/tr>\n | ||||||
| 456<\/td>\n | TABLE R603.6(4) BOX-BEAM HEADER SPANS Headers Supporting Roof and Ceiling Only (50 ksi steel)a, b TABLE R603.6(4) BOX-BEAM HEADER SPANS Headers Supporting Roof and Ceiling Only (50 ksi steel)a, b <\/td>\n<\/tr>\n | ||||||
| 457<\/td>\n | TABLE R603.6(5) BOX-BEAM HEADER SPANS Headers Supporting One Floor, Roof and Ceiling (33 ksi steel)a, b TABLE R603.6(5) BOX-BEAM HEADER SPANS Headers Supporting One Floor, Roof and Ceiling (33 ksi steel)a, b <\/td>\n<\/tr>\n | ||||||
| 458<\/td>\n | TABLE R603.6(6) BOX-BEAM HEADER SPANS Headers Supporting One Floor, Roof and Ceiling (50 ksi steel)a, b TABLE R603.6(6) BOX-BEAM HEADER SPANS Headers Supporting One Floor, Roof and Ceiling (50 ksi steel)a, b <\/td>\n<\/tr>\n | ||||||
| 459<\/td>\n | TABLE R603.6(7) BOX-BEAM HEADER SPANS Headers Supporting One Floor, Roof and Ceiling (33 ksi steel)a, b TABLE R603.6(7) BOX-BEAM HEADER SPANS Headers Supporting One Floor, Roof and Ceiling (33 ksi steel)a, b <\/td>\n<\/tr>\n | ||||||
| 460<\/td>\n | TABLE R603.6(8) BOX-BEAM HEADER SPANS Headers Supporting One Floor, Roof and Ceiling (50 ksi steel)a, TABLE R603.6(8) BOX-BEAM HEADER SPANS Headers Supporting One Floor, Roof and Ceiling (50 ksi steel)a, <\/td>\n<\/tr>\n | ||||||
| 461<\/td>\n | TABLE R603.6(9) BOX-BEAM HEADER SPANS Headers Supporting Two Floors, Roof and Ceiling (33 ksi steel)a TABLE R603.6(9) BOX-BEAM HEADER SPANS Headers Supporting Two Floors, Roof and Ceiling (33 ksi steel)a <\/td>\n<\/tr>\n | ||||||
| 462<\/td>\n | TABLE R603.6(10) BOX-BEAM HEADER SPANS Headers Supporting Two Floors, Roof and Ceiling (50 ksi steel)a, b TABLE R603.6(10) BOX-BEAM HEADER SPANS Headers Supporting Two Floors, Roof and Ceiling (50 ksi steel)a, b <\/td>\n<\/tr>\n | ||||||
| 463<\/td>\n | TABLE R603.6(11) BOX-BEAM HEADER SPANS Headers Supporting Two Floors, Roof and Ceiling (33 ksi steel)a, b TABLE R603.6(11) BOX-BEAM HEADER SPANS Headers Supporting Two Floors, Roof and Ceiling (33 ksi steel)a, b <\/td>\n<\/tr>\n | ||||||
| 464<\/td>\n | TABLE R603.6(12) BOX-BEAM HEADER SPANSa,b,cHeaders Supporting Two Floors, Roof and Ceiling (50 ksi steel)a,b TABLE R603.6(12) BOX-BEAM HEADER SPANSa,b,cHeaders Supporting Two Floors, Roof and Ceiling (50 ksi steel)a,b <\/td>\n<\/tr>\n | ||||||
| 465<\/td>\n | TABLE R603.6(13) BACK-TO-BACK HEADER SPANS Headers Supporting Roof and Ceiling Only (33 ksi steel)a,b TABLE R603.6(13) BACK-TO-BACK HEADER SPANS Headers Supporting Roof and Ceiling Only (33 ksi steel)a,b <\/td>\n<\/tr>\n | ||||||
| 466<\/td>\n | TABLE R603.6(14) BACK-TO-BACK HEADER SPANS Headers Supporting Roof and Ceiling Only (50 ksi steel)a,b TABLE R603.6(14) BACK-TO-BACK HEADER SPANS Headers Supporting Roof and Ceiling Only (50 ksi steel)a,b <\/td>\n<\/tr>\n | ||||||
| 467<\/td>\n | TABLE R603.6(15) BACK-TO-BACK HEADER SPANS Headers Supporting Roof and Ceiling Only (33 ksi steel)a, b TABLE R603.6(15) BACK-TO-BACK HEADER SPANS Headers Supporting Roof and Ceiling Only (33 ksi steel)a, b <\/td>\n<\/tr>\n | ||||||
| 468<\/td>\n | TABLE R603.6(16) BACK-TO-BACK HEADER SPANS Headers Supporting Roof and Ceiling Only (50 ksi steel)a, b TABLE R603.6(16) BACK-TO-BACK HEADER SPANS Headers Supporting Roof and Ceiling Only (50 ksi steel)a, b <\/td>\n<\/tr>\n | ||||||
| 469<\/td>\n | TABLE R603.6(17) BACK-TO-BACK HEADER SPANS Headers Supporting One Floor, Roof and Ceiling (33 ksi steel)a, b TABLE R603.6(17) BACK-TO-BACK HEADER SPANS Headers Supporting One Floor, Roof and Ceiling (33 ksi steel)a, b <\/td>\n<\/tr>\n | ||||||
| 470<\/td>\n | TABLE R603.6(18) BACK-TO-BACK HEADER SPANS Headers Supporting One Floor, Roof and Ceiling (50 ksi steel)a, b TABLE R603.6(18) BACK-TO-BACK HEADER SPANS Headers Supporting One Floor, Roof and Ceiling (50 ksi steel)a, b <\/td>\n<\/tr>\n | ||||||
| 471<\/td>\n | TABLE R603.6(19) BACK-TO-BACK HEADER SPANS Headers Supporting One Floor, Roof and Ceiling (33 ksi steel)a, b TABLE R603.6(19) BACK-TO-BACK HEADER SPANS Headers Supporting One Floor, Roof and Ceiling (33 ksi steel)a, b <\/td>\n<\/tr>\n | ||||||
| 472<\/td>\n | TABLE R603.6(20) BACK-TO-BACK HEADER SPANS Headers Supporting One Floor, Roof and Ceiling (50 ksi steel)a, b TABLE R603.6(20) BACK-TO-BACK HEADER SPANS Headers Supporting One Floor, Roof and Ceiling (50 ksi steel)a, b <\/td>\n<\/tr>\n | ||||||
| 473<\/td>\n | TABLE R603.6(21) BACK-TO-BACK HEADER SPANS Headers Supporting Two Floors, Roof and Ceiling (33 ksi steel)a, b TABLE R603.6(21) BACK-TO-BACK HEADER SPANS Headers Supporting Two Floors, Roof and Ceiling (33 ksi steel)a, b <\/td>\n<\/tr>\n | ||||||
| 474<\/td>\n | TABLE R603.6(22) BACK-TO-BACK HEADER SPANS Headers Supporting Two Floors, Roof and Ceiling (50 ksi steel)a, b TABLE R603.6(22) BACK-TO-BACK HEADER SPANS Headers Supporting Two Floors, Roof and Ceiling (50 ksi steel)a, b <\/td>\n<\/tr>\n | ||||||
| 475<\/td>\n | TABLE R603.6(23) BACK-TO-BACK HEADER SPANS Headers Supporting Two Floors, Roof and ceiling (33 ksi steel)a, b TABLE R603.6(23) BACK-TO-BACK HEADER SPANS Headers Supporting Two Floors, Roof and ceiling (33 ksi steel)a, b <\/td>\n<\/tr>\n | ||||||
| 476<\/td>\n | TABLE R603.6(24) BACK-TO-BACK HEADER SPANS Headers Supporting Two Floors, Roof and Ceiling (50 ksi steel)a, b TABLE R603.6(24) BACK-TO-BACK HEADER SPANS Headers Supporting Two Floors, Roof and Ceiling (50 ksi steel)a, b <\/td>\n<\/tr>\n | ||||||
| 477<\/td>\n | TABLE R603.7(1) TOTAL NUMBER OF JACK AND KING STUDS REQUIRED AT EACH END OF AN OPENING TABLE 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 R603.7(2) HEADER TO KING STUD CONNECTION REQUIREMENTSa, b, c, d <\/td>\n<\/tr>\n | ||||||
| 478<\/td>\n | TABLE R603.8 HEAD AND SILL TRACK SPAN TABLE R603.8 HEAD AND SILL TRACK SPAN FIGURE R603.9 STRUCTURAL SHEATHING FASTENING PATTERN FIGURE R603.9 STRUCTURAL SHEATHING FASTENING PATTERN <\/td>\n<\/tr>\n | ||||||
| 479<\/td>\n | FIGURE R603.9.2 CORNER STUD HOLD-DOWN DETAIL FIGURE R603.9.2 CORNER STUD HOLD-DOWN DETAIL <\/td>\n<\/tr>\n | ||||||
| 480<\/td>\n | TABLE R603.9.2(1) MINIMUM PERCENTAGE OF FULL HEIGHT STRUCTURAL SHEATHING ON EXTERIOR WALLSa,b TABLE R603.9.2(1) MINIMUM PERCENTAGE OF FULL HEIGHT STRUCTURAL SHEATHING ON EXTERIOR WALLSa,b TABLE R603.9.2(2)FULL HEIGHT SHEATHING LENGTH ADJUSTMENT FACTORS TABLE R603.9.2(2)FULL HEIGHT SHEATHING LENGTH ADJUSTMENT FACTORS <\/td>\n<\/tr>\n | ||||||
| 481<\/td>\n | SECTION R604 – WOOD STRUCTURAL PANELS SECTION R604 – WOOD STRUCTURAL PANELS SECTION R605 – PARTICLEBOARD SECTION R605 – PARTICLEBOARD <\/td>\n<\/tr>\n | ||||||
| 482<\/td>\n | SECTION R606 – GENERAL MASONRY CONSTRUCTION SECTION R606 – GENERAL MASONRY CONSTRUCTION FIGURE R606.2.1 MINIMUM THICKNESS\u2014MASONRY BEARING AND EXTERIOR WALLS FOR A ONE-STORY DWELLING FIGURE R606.2.1 MINIMUM THICKNESS\u2014MASONRY BEARING AND EXTERIOR WALLS FOR A ONE-STORY DWELLING <\/td>\n<\/tr>\n | ||||||
| 483<\/td>\n | FIGURE R606.3(1) MASONRY CORBELING LIMITATIONS PER COURSE FIGURE R606.3(1) MASONRY CORBELING LIMITATIONS PER COURSE <\/td>\n<\/tr>\n | ||||||
| 484<\/td>\n | FIGURE R606.3(2) MASONRY CORBELING LIMITATIONS PER COURSE FIGURE R606.3(2) MASONRY CORBELING LIMITATIONS PER COURSE FIGURE R606.4(2) MASONRY CORBELING LIMITATIONS PER COURSE FIGURE R606.4(2) MASONRY CORBELING LIMITATIONS PER COURSE <\/td>\n<\/tr>\n | ||||||
| 485<\/td>\n | TABLE R606.5 ALLOWABLE COMPRESSIVE STRESSES FOREMPIRICAL DESIGN OF MASONRY TABLE R606.5 ALLOWABLE COMPRESSIVE STRESSES FOREMPIRICAL DESIGN OF MASONRY <\/td>\n<\/tr>\n | ||||||
| 486<\/td>\n | FIGURE R606.8(1) MINIMUM HORIZONTAL JOINT REINFORCEMENT FOR STACK-BOND MASONRY FIGURE R606.8(1) MINIMUM HORIZONTAL JOINT REINFORCEMENT FOR STACK-BOND MASONRY <\/td>\n<\/tr>\n | ||||||
| 487<\/td>\n | FIGURE R606.8(2) HORIZONTAL JOINT REINFORCEMENT-LADDER AND TRUSS TYPES FIGURE R606.8(2) HORIZONTAL JOINT REINFORCEMENT-LADDER AND TRUSS TYPES TABLE R606.9 SPACING OF LATERAL SUPPORT FOR MASONRY WALLS TABLE R606.9 SPACING OF LATERAL SUPPORT FOR MASONRY WALLS <\/td>\n<\/tr>\n | ||||||
| 488<\/td>\n | FIGURE R606.9 BUILDING ELEMENTS PROVIDING LATERAL SUPPORT TO WALLS FIGURE R606.9 BUILDING ELEMENTS PROVIDING LATERAL SUPPORT TO WALLS FIGURE R606.9.1.2 INTERSECTING MASONRY WALLS FIGURE R606.9.1.2 INTERSECTING MASONRY WALLS <\/td>\n<\/tr>\n | ||||||
| 489<\/td>\n | FIGURE R606.9.2.1(1) ANCHORAGE OF ROOF STRUCTURES FIGURE R606.9.2.1(1) ANCHORAGE OF ROOF STRUCTURES FIGURE R606.9.2.1(2) ANCHORAGE OF ROOF STRUCTURES FIGURE R606.9.2.1(2) ANCHORAGE OF ROOF STRUCTURES <\/td>\n<\/tr>\n | ||||||
| 491<\/td>\n | FIGURE 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 FIGURE 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 | ||||||
| 492<\/td>\n | FIGURE R606.11(2) REQUIREMENTS FOR REINFORCED GROUTED MASONRY CONSTRUCTION IN SEISMIC DESIGN CATEGORY C FIGURE R606.11(2) REQUIREMENTS FOR REINFORCED GROUTED MASONRY CONSTRUCTION IN SEISMIC DESIGN CATEGORY C <\/td>\n<\/tr>\n | ||||||
| 493<\/td>\n | FIGURE R606.11(3) REQUIREMENTS FOR REINFORCED MASONRY CONSTRUCTION IN SEISMIC DESIGN CATEGORY D0, D1, OR D2 FIGURE R606.11(3) REQUIREMENTS FOR REINFORCED MASONRY CONSTRUCTION IN SEISMIC DESIGN CATEGORY D0, D1, OR D2 <\/td>\n<\/tr>\n | ||||||
| 494<\/td>\n | TABLE R606.12.2.1 MINIMUM SOLID WALL LENGTH ALONG EXTERIOR WALL LINES TABLE R606.12.2.1 MINIMUM SOLID WALL LENGTH ALONG EXTERIOR WALL LINES <\/td>\n<\/tr>\n | ||||||
| 495<\/td>\n | TABLE R606.12.3.2 MINIMUM DISTRIBUTED WALL REINFORCEMENT FOR BUILDING ASSIGNED TO SEISMIC DESIGN CATEGORY D0 or D1 TABLE R606.12.3.2 MINIMUM DISTRIBUTED WALL REINFORCEMENT FOR BUILDING ASSIGNED TO SEISMIC DESIGN CATEGORY D0 or D1 <\/td>\n<\/tr>\n | ||||||
| 496<\/td>\n | TABLE R606.12.4.1 MINIMUM REINFORCING FOR STACKED BONDED MASONRY WALLS INSEISMIC DESIGN CATEGORY D2 TABLE R606.12.4.1 MINIMUM REINFORCING FOR STACKED BONDED MASONRY WALLS INSEISMIC DESIGN CATEGORY D2 TABLE R606.12.4.2 MINIMUM REINFORCING FOR STACKED BONDED MASONRY WALLS IN SEISMIC DESIGN CATEGORY D2 TABLE R606.12.4.2 MINIMUM REINFORCING FOR STACKED BONDED MASONRY WALLS IN SEISMIC DESIGN CATEGORY D2 <\/td>\n<\/tr>\n | ||||||
| 497<\/td>\n | FIGURE R606.13 REINFORCING STEEL CLEARANCES FIGURE R606.13 REINFORCING STEEL CLEARANCES FIGURE R606.14 BEAM OR GIRDER BEARING ON MASONRY FIGURE R606.14 BEAM OR GIRDER BEARING ON MASONRY <\/td>\n<\/tr>\n | ||||||
| 498<\/td>\n | FIGURE R606.14.1 JOIST-BEARING MINIMUMS FIGURE R606.14.1 JOIST-BEARING MINIMUMS TABLE R606.15.1 MINIMUM CORROSION PROTECTION TABLE R606.15.1 MINIMUM CORROSION PROTECTION <\/td>\n<\/tr>\n | ||||||
| 499<\/td>\n | SECTION R607 – UNIT MASONRY SECTION R607 – UNIT MASONRY TABLE R607.1 MORTAR PROPORTIONSa, b TABLE R607.1 MORTAR PROPORTIONSa, b <\/td>\n<\/tr>\n | ||||||
| 501<\/td>\n | SECTION R608 – MULTIPLE WYTHE MASONRY SECTION R608 – MULTIPLE WYTHE MASONRY FIGURE R608.1.1.1 BONDING WITH SOLID UNIT MASONRY FIGURE R608.1.1.1 BONDING WITH SOLID UNIT MASONRY FIGURE R608.1.1.2 BONDING WITH HOLLOW UNIT MASONRY FIGURE R608.1.1.2 BONDING WITH HOLLOW UNIT MASONRY <\/td>\n<\/tr>\n | ||||||
| 502<\/td>\n | FIGURE R608.1.2.1(1) MASONRY BONDING\u2014METAL TIES FIGURE R608.1.2.1(1) MASONRY BONDING\u2014METAL TIES FIGURE R608.1.2.1(2) BONDING AROUND OPENING IN MASONRY WALLS FIGURE R608.1.2.1(2) BONDING AROUND OPENING IN MASONRY WALLS <\/td>\n<\/tr>\n | ||||||
| 503<\/td>\n | FIGURE R608.1.2.2 BONDING WITH ADJUSTABLE WALL TIES FIGURE R608.1.2.2 BONDING WITH ADJUSTABLE WALL TIES <\/td>\n<\/tr>\n | ||||||
| 504<\/td>\n | FIGURE R608.1.2.3 BONDING WITH PREFABRICATED JOINT REINFORCEMENT FIGURE R608.1.2.3 BONDING WITH PREFABRICATED JOINT REINFORCEMENT SECTION R609 – GROUTED MASONRY SECTION R609 – GROUTED MASONRY <\/td>\n<\/tr>\n | ||||||
| 505<\/td>\n | FIGURE R609.1 GROUTED MULTIPLE-WYTHE MASONRY FIGURE R609.1 GROUTED MULTIPLE-WYTHE MASONRY FIGURE R609.1.2 GROUTED MULTIPLE-WYTHE MASONRY FIGURE R609.1.2 GROUTED MULTIPLE-WYTHE MASONRY <\/td>\n<\/tr>\n | ||||||
| 506<\/td>\n | TABLE R609.1.1 GROUT PROPORTIONS BY VOLUME FOR MASONRY CONSTRUCTION TABLE R609.1.1 GROUT PROPORTIONS BY VOLUME FOR MASONRY CONSTRUCTION TABLE R609.1.2 GROUT SPACE DIMENSIONS AND POUR HEIGHTS TABLE R609.1.2 GROUT SPACE DIMENSIONS AND POUR HEIGHTS <\/td>\n<\/tr>\n | ||||||
| 507<\/td>\n | FIGURE R609.3.1 REINFORCEMENT PLACEMENT LIMITATIONS FIGURE R609.3.1 REINFORCEMENT PLACEMENT LIMITATIONS <\/td>\n<\/tr>\n | ||||||
| 508<\/td>\n | FIGURE R609.4.1(1) REINFORCEMENT PLACEMENT LIMITATIONS FIGURE R609.4.1(1) REINFORCEMENT PLACEMENT LIMITATIONS FIGURE R609.4.1(2) REINFORCED HOLLOW UNIT MASONRY VERTICAL CELL ALIGNMENT FIGURE R609.4.1(2) REINFORCED HOLLOW UNIT MASONRY VERTICAL CELL ALIGNMENT <\/td>\n<\/tr>\n | ||||||
| 509<\/td>\n | FIGURE R609.4.1(3) MASONRY REINFORCING STEEL ALIGNMENT FIGURE R609.4.1(3) MASONRY REINFORCING STEEL ALIGNMENT FIGURE R609.4.1(4) REINFORCED HOLLOW UNIT MASONRY CLEANOUTS FIGURE R609.4.1(4) REINFORCED HOLLOW UNIT MASONRY CLEANOUTS <\/td>\n<\/tr>\n | ||||||
| 510<\/td>\n | FIGURE R609.4.1(5) MASONRY REINFORCING STEEL ALIGNMENT FIGURE R609.4.1(5) MASONRY REINFORCING STEEL ALIGNMENT SECTION R610 – GLASS UNIT MASONRY SECTION R610 – GLASS UNIT MASONRY <\/td>\n<\/tr>\n | ||||||
| 511<\/td>\n | FIGURE R610.4.1 GLASS UNIT MASONRY DESIGN WIND LOAD RESISTANCE FIGURE R610.4.1 GLASS UNIT MASONRY DESIGN WIND LOAD RESISTANCE <\/td>\n<\/tr>\n | ||||||
| 512<\/td>\n | FIGURE R610.5.2.1 GLASS UNIT MASONRY FIGURE R610.5.2.1 GLASS UNIT MASONRY <\/td>\n<\/tr>\n | ||||||
| 513<\/td>\n | SECTION R611 – EXTERIOR CONCRETEWALL CONSTRUCTION SECTION R611 – EXTERIOR CONCRETEWALL CONSTRUCTION <\/td>\n<\/tr>\n | ||||||
| 514<\/td>\n | FIGURE R611.2 ICF APPLICABILITY LIMITS FIGURE R611.2 ICF APPLICABILITY LIMITS <\/td>\n<\/tr>\n | ||||||
| 515<\/td>\n | TABLE R611.3 DIMENSIONAL REQUIREMENTS FOR WALLSa,b TABLE R611.3 DIMENSIONAL REQUIREMENTS FOR WALLSa,b <\/td>\n<\/tr>\n | ||||||
| 516<\/td>\n | FIGURE R611.3(1) FLAT WALL SYSTEM FIGURE R611.3(1) FLAT WALL SYSTEM FIGURE R611.3(2) WAFFLE-GRID WALL SYSTEM FIGURE R611.3(2) WAFFLE-GRID WALL SYSTEM FIGURE R611.3(3) SCREEN-GRID WALL SYSTEM FIGURE R611.3(3) SCREEN-GRID WALL SYSTEM <\/td>\n<\/tr>\n | ||||||
| 519<\/td>\n | TABLE R611.5.4(1) LAP SPLICE AND TENSION DEVELOPMENT LENGTHS TABLE R611.5.4(1) LAP SPLICE AND TENSION DEVELOPMENT LENGTHS FIGURE R611.5.4(1) LAP SPLICES FIGURE R611.5.4(1) LAP SPLICES <\/td>\n<\/tr>\n | ||||||
| 520<\/td>\n | FIGURE R611.5.4(2) DEVELOPMENT LENGTH AND COVER FOR HOOKS AND BAR EXTENSION FIGURE R611.5.4(2) DEVELOPMENT LENGTH AND COVER FOR HOOKS AND BAR EXTENSION FIGURE R611.5.4(3) STANDARD HOOKS FIGURE R611.5.4(3) STANDARD HOOKS <\/td>\n<\/tr>\n | ||||||
| 522<\/td>\n | TABLE R611.5.4(2) MAXIMUM SPACING FOR ALTERNATE BAR SIZE AND\/OR ALTERNATE GRADE OF STEELa, b, c TABLE R611.5.4(2) MAXIMUM SPACING FOR ALTERNATE BAR SIZE AND\/OR ALTERNATE GRADE OF STEELa, b, c <\/td>\n<\/tr>\n | ||||||
| 523<\/td>\n | FIGURE R611.6(1) ABOVE-GRADE CONCRETE WALL CONSTRUCTION ONE STORY FIGURE R611.6(1) ABOVE-GRADE CONCRETE WALL CONSTRUCTION ONE STORY FIGURE R611.6(2) ABOVE-GRADE CONCRETE WALL CONSTRUCTION CONCRETE FIRST-STORY AND LIGHT-FRAMED SECOND-STORY FIGURE R611.6(2) ABOVE-GRADE CONCRETE WALL CONSTRUCTION CONCRETE FIRST-STORY AND LIGHT-FRAMED SECOND-STORY <\/td>\n<\/tr>\n | ||||||
| 524<\/td>\n | FIGURE R611.6(3) ABOVE-GRADE CONCRETE WALL CONSTRUCTION TWO-STORY FIGURE R611.6(3) ABOVE-GRADE CONCRETE WALL CONSTRUCTION TWO-STORY FIGURE R611.6(4) ABOVE-GRADE CONCRETE WALL SUPPORTED ON MONOLITHIC SLAB-ON GROUND FOOTING FIGURE R611.6(4) ABOVE-GRADE CONCRETE WALL SUPPORTED ON MONOLITHIC SLAB-ON GROUND FOOTING <\/td>\n<\/tr>\n | ||||||
| 525<\/td>\n | TABLE R611.6(1) MINIMUM VERTICAL REINFORCEMENT FOR FLAT ABOVE-GRADE WALLSa, b, c, d, e TABLE R611.6(1) MINIMUM VERTICAL REINFORCEMENT FOR FLAT ABOVE-GRADE WALLSa, b, c, d, e <\/td>\n<\/tr>\n | ||||||
| 526<\/td>\n | TABLE R611.6(2) MINIMUM VERTICAL REINFORCEMENT FOR WAFFLE-GRID ABOVE-GRADE WALLSa, b, c, d, e TABLE R611.6(2) MINIMUM VERTICAL REINFORCEMENT FOR WAFFLE-GRID ABOVE-GRADE WALLSa, b, c, d, e <\/td>\n<\/tr>\n | ||||||
| 527<\/td>\n | TABLE R611.6(3) MINIMUM VERTICAL REINFORCEMENT FOR 6-INCH SCREEN-GRID ABOVE-GRADE WALLSa, b, c, d, e TABLE R611.6(3) MINIMUM VERTICAL REINFORCEMENT FOR 6-INCH SCREEN-GRID ABOVE-GRADE WALLSa, b, c, d, e <\/td>\n<\/tr>\n | ||||||
| 528<\/td>\n | TABLE R611.6(4) MINIMUM VERTICAL REINFORCEMENT FOR FLAT, WAFFLE- AND SCREEN-GRID ABOVE-GRADE WALLS DESIGNED CONTINUOUS WITH FOUNDATION STEM WALLSa, b, c, d, e, k, l TABLE R611.6(4) MINIMUM VERTICAL REINFORCEMENT FOR FLAT, WAFFLE- AND SCREEN-GRID ABOVE-GRADE WALLS DESIGNED CONTINUOUS WITH FOUNDATION STEM WALLSa, b, c, d, e, k, l <\/td>\n<\/tr>\n | ||||||
| 529<\/td>\n | TABLE R611.6(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, l TABLE R611.6(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, l <\/td>\n<\/tr>\n | ||||||
| 530<\/td>\n | EQUATION R611-1 EQUATION R611-1 <\/td>\n<\/tr>\n | ||||||
| 531<\/td>\n | EQUATION R611-2 EQUATION R611-2 <\/td>\n<\/tr>\n | ||||||
| 532<\/td>\n | TABLE R611.7.1.1 VELOCITY PRESSURES TABLE R611.7.1.1 VELOCITY PRESSURES <\/td>\n<\/tr>\n | ||||||
| 533<\/td>\n | TABLE R611.7(1A) 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 TABLE R611.7(1A) 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 | ||||||
| 534<\/td>\n | TABLE R611.7(1A)\u2014continued 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 TABLE R611.7(1A)\u2014continued 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 | ||||||
| 535<\/td>\n | TABLE R611.7(1B) 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 TABLE R611.7(1B) 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 | ||||||
| 536<\/td>\n | TABLE R611.7(1B)\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 TABLE R611.7(1B)\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 | ||||||
| 537<\/td>\n | TABLE R611.7(1C) UNREDUCED LENGTH, UR, OF SOLID WALL REQUIRED IN EACH EXTERIOR SIDEWALL FOR WIND PARALLEL TO RIDGEa,c,d,e,f,g TABLE R611.7(1C) 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 | ||||||
| 538<\/td>\n | TABLE R611.7(1C)\u2014continuedUNREDUCED 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 TABLE R611.7(1C)\u2014continuedUNREDUCED 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 | ||||||
| 539<\/td>\n | FIGURE R611.7(1) MINIMUM SOLID WALL LENGTH FIGURE R611.7(1) MINIMUM SOLID WALL LENGTH <\/td>\n<\/tr>\n | ||||||
| 540<\/td>\n | FIGURE R611.7(2) VERTICAL REINFORCEMENT LAYOUT DETAIL FIGURE R611.7(2) VERTICAL REINFORCEMENT LAYOUT DETAIL <\/td>\n<\/tr>\n | ||||||
| 541<\/td>\n | TABLE R611.7(2) REDUCTION FACTOR, R1, FOR BUILDINGS WITH MEAN ROOF HEIGHT LESS THAN 35 FEETa TABLE R611.7(2) REDUCTION FACTOR, R1, FOR BUILDINGS WITH MEAN ROOF HEIGHT LESS THAN 35 FEETa FIGURE R611.7(3) VERTICAL WALL REINFORCEMENT ADJACENT TO WALL OPENINGS FIGURE R611.7(3) VERTICAL WALL REINFORCEMENT ADJACENT TO WALL OPENINGS <\/td>\n<\/tr>\n | ||||||
| 542<\/td>\n | TABLE R611.7(3) REDUCTION FACTOR, R2, FOR FLOOR-TO-CEILING WALL HEIGHTS LESS THAN 10 FEETa,b TABLE R611.7(3) REDUCTION FACTOR, R2, FOR FLOOR-TO-CEILING WALL HEIGHTS LESS THAN 10 FEETa,b <\/td>\n<\/tr>\n | ||||||
| 543<\/td>\n | TABLE R611.7(4) REDUCTION FACTOR FOR DESIGN STRENGTH, R3, FOR FLAT, WAFFLE- AND SCREEN-GRID WALLSa,c TABLE R611.7(4) REDUCTION FACTOR FOR DESIGN STRENGTH, R3, FOR FLAT, WAFFLE- AND SCREEN-GRID WALLSa,c <\/td>\n<\/tr>\n | ||||||
| 545<\/td>\n | FIGURE R611.8(1) REINFORCEMENT OF OPENINGS FIGURE R611.8(1) REINFORCEMENT OF OPENINGS <\/td>\n<\/tr>\n | ||||||
| 546<\/td>\n | FIGURE R611.8(2) LINTEL FOR FLAT WALLS FIGURE R611.8(2) LINTEL FOR FLAT WALLS FIGURE R611.8(3) LINTELS FOR WAFFLE-GRID WALLS FIGURE R611.8(3) LINTELS FOR WAFFLE-GRID WALLS <\/td>\n<\/tr>\n | ||||||
| 547<\/td>\n | FIGURE R611.8(4) LINTELS FOR SCREEN-GRID WALLS FIGURE R611.8(4) LINTELS FOR SCREEN-GRID WALLS <\/td>\n<\/tr>\n | ||||||
| 548<\/td>\n | TABLE R611.8.2 APPLICABLE REQUIREMENTS FOR LINTELS TABLE R611.8.2 APPLICABLE REQUIREMENTS FOR LINTELS <\/td>\n<\/tr>\n | ||||||
| 550<\/td>\n | TABLE R611.8(1) LINTEL DESIGN LOADING CONDITIONSa, b, d TABLE R611.8(1) LINTEL DESIGN LOADING CONDITIONSa, b, d <\/td>\n<\/tr>\n | ||||||
| 551<\/td>\n | TABLE R611.8(2) MAXIMUM ALLOWABLE CLEAR SPANS FOR 4-INCH NOMINAL THICK FLAT LINTELS IN LOAD-BEARING WALLSa, b, c, d, e, f, m ROOF CLEAR SPAN 40 FEET AND FLOOR CLEAR SPAN 32 FEET TABLE R611.8(2) MAXIMUM ALLOWABLE CLEAR SPANS FOR 4-INCH NOMINAL THICK FLAT LINTELS IN LOAD-BEARING WALLSa, b, c, d, e, f, m ROOF CLEAR SPAN 40 FEET AND FLOOR CLEAR SPAN 32 FEET <\/td>\n<\/tr>\n | ||||||
| 552<\/td>\n | TABLE R611.8(2)\u2014continued MAXIMUM ALLOWABLE CLEAR SPANS FOR 4-INCH NOMINAL THICK FLAT LINTELS IN LOAD-BEARING WALLSa, b, c, d, e, f, m ROOF CLEAR SPAN 40 FEET AND FLOOR CLEAR SPAN 32 FEET TABLE R611.8(2)\u2014continued MAXIMUM ALLOWABLE CLEAR SPANS FOR 4-INCH NOMINAL THICK FLAT LINTELS IN LOAD-BEARING WALLSa, b, c, d, e, f, m ROOF CLEAR SPAN 40 FEET AND FLOOR CLEAR SPAN 32 FEET <\/td>\n<\/tr>\n | ||||||
| 553<\/td>\n | TABLE R611.8(3) MAXIMUM ALLOWABLE CLEAR SPANS FOR 6-INCH NOMINAL THICK FLAT LINTELS IN LOAD-BEARING WALLSa, b, c, d, e, f, m ROOF CLEAR SPAN 40 FEET AND FLOOR CLEAR SPAN 32 FEET TABLE R611.8(3) MAXIMUM ALLOWABLE CLEAR SPANS FOR 6-INCH NOMINAL THICK FLAT LINTELS IN LOAD-BEARING WALLSa, b, c, d, e, f, m ROOF CLEAR SPAN 40 FEET AND FLOOR CLEAR SPAN 32 FEET <\/td>\n<\/tr>\n | ||||||
| 554<\/td>\n | TABLE R611.8(3)\u2014continued MAXIMUM ALLOWABLE CLEAR SPANS FOR 6-INCH NOMINAL THICK FLAT LINTELS IN LOAD-BEARING WALLSa, b, c, d, e, f, m ROOF CLEAR SPAN 40 FEET AND FLOOR CLEAR SPAN 32 FEET TABLE R611.8(3)\u2014continued MAXIMUM ALLOWABLE CLEAR SPANS FOR 6-INCH NOMINAL THICK FLAT LINTELS IN LOAD-BEARING WALLSa, b, c, d, e, f, m ROOF CLEAR SPAN 40 FEET AND FLOOR CLEAR SPAN 32 FEET <\/td>\n<\/tr>\n | ||||||
| 555<\/td>\n | TABLE R611.8(4) MAXIMUM ALLOWABLE CLEAR SPANS FOR 8-INCH NOMINAL THICK FLAT LINTELS IN LOAD-BEARING WALLSa, b, c, d, e, f, m ROOF CLEAR SPAN 40 FEET AND FLOOR CLEAR SPAN 32 FEET TABLE R611.8(4) MAXIMUM ALLOWABLE CLEAR SPANS FOR 8-INCH NOMINAL THICK FLAT LINTELS IN LOAD-BEARING WALLSa, b, c, d, e, f, m ROOF CLEAR SPAN 40 FEET AND FLOOR CLEAR SPAN 32 FEET <\/td>\n<\/tr>\n | ||||||
| 556<\/td>\n | TABLE R611.8(4)\u2014continued MAXIMUM ALLOWABLE CLEAR SPANS FOR 8-INCH NOMINAL THICK FLAT LINTELS IN LOAD-BEARING WALLSa, b, c, d, e, f, m ROOF CLEAR SPAN 40 FEET AND FLOOR CLEAR SPAN 32 FEET TABLE R611.8(4)\u2014continued MAXIMUM ALLOWABLE CLEAR SPANS FOR 8-INCH NOMINAL THICK FLAT LINTELS IN LOAD-BEARING WALLSa, b, c, d, e, f, m ROOF CLEAR SPAN 40 FEET AND FLOOR CLEAR SPAN 32 FEET <\/td>\n<\/tr>\n | ||||||
| 557<\/td>\n | TABLE R611.8(5) MAXIMUM ALLOWABLE CLEAR SPANS FOR 10-INCH NOMINAL THICK FLAT LINTELS IN LOAD-BEARING WALLSa, b, c, d, e, f, m ROOF CLEAR SPAN 40 FEET AND FLOOR CLEAR SPAN 32 FEET TABLE R611.8(5) MAXIMUM ALLOWABLE CLEAR SPANS FOR 10-INCH NOMINAL THICK FLAT LINTELS IN LOAD-BEARING WALLSa, b, c, d, e, f, m ROOF CLEAR SPAN 40 FEET AND FLOOR CLEAR SPAN 32 FEET <\/td>\n<\/tr>\n | ||||||
| 558<\/td>\n | TABLE R611.8(5)\u2014continuedMAXIMUM ALLOWABLE CLEAR SPANS FOR 10-INCH NOMINAL THICK FLAT LINTELS IN LOAD-BEARING WALLSa, b, c, d, e, f, m ROOF CLEAR SPAN 40 FEET AND FLOOR CLEAR SPAN 32 FEET TABLE R611.8(5)\u2014continuedMAXIMUM ALLOWABLE CLEAR SPANS FOR 10-INCH NOMINAL THICK FLAT LINTELS IN LOAD-BEARING WALLSa, b, c, d, e, f, m ROOF CLEAR SPAN 40 FEET AND FLOOR CLEAR SPAN 32 FEET <\/td>\n<\/tr>\n | ||||||
| 559<\/td>\n | TABLE R611.8(6) MAXIMUM ALLOWABLE CLEAR SPANS FOR 6-INCH THICK WAFFLE-GRID LINTELS IN LOAD-BEARING WALLSa, b, c, d, e, f, o MAXIMUM ROOF CLEAR SPAN 40 FEET AND MAXIMUM FLOOR SPAN 32 FEET TABLE R611.8(6) MAXIMUM ALLOWABLE CLEAR SPANS FOR 6-INCH THICK WAFFLE-GRID LINTELS IN LOAD-BEARING WALLSa, b, c, d, e, f, o MAXIMUM ROOF CLEAR SPAN 40 FEET AND MAXIMUM FLOOR SPAN 32 FEET <\/td>\n<\/tr>\n | ||||||
| 560<\/td>\n | TABLE R611.8(6)\u2014continued MAXIMUM ALLOWABLE CLEAR SPANS FOR 6-INCH THICK WAFFLE-GRID LINTELS IN LOAD-BEARING WALLSa, b, c, d, e, f, o MAXIMUM ROOF CLEAR SPAN 40 FEET AND MAXIMUM FLOOR SPAN 32 FEET TABLE R611.8(6)\u2014continued MAXIMUM ALLOWABLE CLEAR SPANS FOR 6-INCH THICK WAFFLE-GRID LINTELS IN LOAD-BEARING WALLSa, b, c, d, e, f, o MAXIMUM ROOF CLEAR SPAN 40 FEET AND MAXIMUM FLOOR SPAN 32 FEET <\/td>\n<\/tr>\n | ||||||
| 561<\/td>\n | TABLE R611.8(7) MAXIMUM ALLOWABLE CLEAR SPANS FOR 8-INCH THICK WAFFLE-GRID LINTELS IN LOAD-BEARING WALLSa, b, c, d, e, f, o MAXIMUM ROOF CLEAR SPAN 40 FEET AND MAXIMUM FLOOR CLEAR SPAN 32 FEET TABLE R611.8(7) MAXIMUM ALLOWABLE CLEAR SPANS FOR 8-INCH THICK WAFFLE-GRID LINTELS IN LOAD-BEARING WALLSa, b, c, d, e, f, o MAXIMUM ROOF CLEAR SPAN 40 FEET AND MAXIMUM FLOOR CLEAR SPAN 32 FEET <\/td>\n<\/tr>\n | ||||||
| 562<\/td>\n | TABLE R611.8(7)\u2014continued MAXIMUM ALLOWABLE CLEAR SPANS FOR 8-INCH THICK WAFFLE-GRID LINTELS IN LOAD-BEARING WALLSa, b, c, d, e, f, o MAXIMUM ROOF CLEAR SPAN 40 FEET AND MAXIMUM FLOOR CLEAR SPAN 32 FEET TABLE R611.8(7)\u2014continued MAXIMUM ALLOWABLE CLEAR SPANS FOR 8-INCH THICK WAFFLE-GRID LINTELS IN LOAD-BEARING WALLSa, b, c, d, e, f, o MAXIMUM ROOF CLEAR SPAN 40 FEET AND MAXIMUM FLOOR CLEAR SPAN 32 FEET <\/td>\n<\/tr>\n | ||||||
| 563<\/td>\n | TABLE R611.8(8) MAXIMUM ALLOWABLE CLEAR SPANS FOR 6-INCH THICK SCREEN-GRID LINTELS IN LOAD-BEARING WALLSa, b, c, d, e, f, p ROOF CLEAR SPAN 40 FEET AND FLOOR CLEAR SPAN 32 FEET TABLE R611.8(8) MAXIMUM ALLOWABLE CLEAR SPANS FOR 6-INCH THICK SCREEN-GRID LINTELS IN LOAD-BEARING WALLSa, b, c, d, e, f, p ROOF CLEAR SPAN 40 FEET AND FLOOR CLEAR SPAN 32 FEET <\/td>\n<\/tr>\n | ||||||
| 564<\/td>\n | TABLE R611.8(9) MAXIMUM ALLOWABLE CLEAR SPANS FOR FLAT LINTELS WITHOUT STIRRUPS IN NONLOAD-BEARING WALLSa, b, c, d, e, g, h TABLE R611.8(9) MAXIMUM ALLOWABLE CLEAR SPANS FOR FLAT LINTELS WITHOUT STIRRUPS IN NONLOAD-BEARING WALLSa, b, c, d, e, g, h <\/td>\n<\/tr>\n | ||||||
| 565<\/td>\n | TABLE R611.8(9)\u2014continued MAXIMUM ALLOWABLE CLEAR SPANS FOR FLAT LINTELS WITHOUT STIRRUPS IN NONLOAD-BEARING WALLSa, b, c, d, e, g, hROOF CLEAR SPAN 40 FEET AND FLOOR CLEAR SPAN 32 FEET TABLE R611.8(9)\u2014continued MAXIMUM ALLOWABLE CLEAR SPANS FOR FLAT LINTELS WITHOUT STIRRUPS IN NONLOAD-BEARING WALLSa, b, c, d, e, g, hROOF CLEAR SPAN 40 FEET AND FLOOR CLEAR SPAN 32 FEET TABLE R611.8(10) MAXIMUM ALLOWABLE CLEAR SPANS FOR WAFFLE-GRID AND SCREEN GRID LINTELS WITHOUT STIRRUPS IN NONLOAD-BEARING WALLSc, d, e, f, g TABLE R611.8(10) MAXIMUM ALLOWABLE CLEAR SPANS FOR WAFFLE-GRID AND SCREEN GRID LINTELS WITHOUT STIRRUPS IN NONLOAD-BEARING WALLSc, d, e, f, g <\/td>\n<\/tr>\n | ||||||
| 567<\/td>\n | FIGURE R611.9(1) WOOD FRAMED FLOOR TO SIDE OF CONCRETE WALL, FRAMING PERPENDICULAR FIGURE R611.9(1) WOOD FRAMED FLOOR TO SIDE OF CONCRETE WALL, FRAMING PERPENDICULAR <\/td>\n<\/tr>\n | ||||||
| 568<\/td>\n | TABLE R611.9(1) WOOD FRAMED FLOOR TO SIDE OF CONCRETE WALL, FRAMING PERPENDICULARa, b, c TABLE R611.9(1) WOOD FRAMED FLOOR TO SIDE OF CONCRETE WALL, FRAMING PERPENDICULARa, b, c <\/td>\n<\/tr>\n | ||||||
| 569<\/td>\n | FIGURE R611.9(2) WOOD FRAMED FLOOR TO SIDE OF CONCRETE WALL FRAMING PARALLEL FIGURE R611.9(2) WOOD FRAMED FLOOR TO SIDE OF CONCRETE WALL FRAMING PARALLEL <\/td>\n<\/tr>\n | ||||||
| 570<\/td>\n | TABLE R611.9(2) WOOD FRAMED FLOOR TO SIDE OF CONCRETE WALL, FRAMING PARALLELa, b TABLE R611.9(2) WOOD FRAMED FLOOR TO SIDE OF CONCRETE WALL, FRAMING PARALLELa, b <\/td>\n<\/tr>\n | ||||||
| 571<\/td>\n | FIGURE R611.9(3) WOOD FRAMED FLOOR TO TOP OF CONCRETE WALL FRAMING PERPENDICULAR FIGURE R611.9(3) WOOD FRAMED FLOOR TO TOP OF CONCRETE WALL FRAMING PERPENDICULAR <\/td>\n<\/tr>\n | ||||||
| 572<\/td>\n | TABLE R611.9(3) WOOD FRAMED FLOOR TO TOP OF CONCRETE WALL, FRAMING PERPENDICULARa, b, c, d, e TABLE R611.9(3) WOOD FRAMED FLOOR TO TOP OF CONCRETE WALL, FRAMING PERPENDICULARa, b, c, d, e <\/td>\n<\/tr>\n | ||||||
| 573<\/td>\n | FIGURE R611.9(4) WOOD FRAMED FLOOR TO TOP OF CONCRETE WALL FRAMING PARALLEL FIGURE R611.9(4) WOOD FRAMED FLOOR TO TOP OF CONCRETE WALL FRAMING PARALLEL <\/td>\n<\/tr>\n | ||||||
| 574<\/td>\n | TABLE R611.9(4) WOOD FRAMED FLOOR TO TOP OF CONCRETE WALL, FRAMING PARALLELa, b, c, d, e TABLE R611.9(4) WOOD FRAMED FLOOR TO TOP OF CONCRETE WALL, FRAMING PARALLELa, b, c, d, e <\/td>\n<\/tr>\n | ||||||
| 575<\/td>\n | FIGURE R611.9(5) COLD-FORMED STEEL FLOOR TO SIDE OF CONCRETE WALL, FRAMING PERPENDICULAR FIGURE R611.9(5) COLD-FORMED STEEL FLOOR TO SIDE OF CONCRETE WALL, FRAMING PERPENDICULAR <\/td>\n<\/tr>\n | ||||||
| 576<\/td>\n | TABLE R611.9(5) COLD-FORMED STEEL FRAMED FLOOR TO SIDE OF CONCRETE WALL, FRAMING PERPENDICULARa, b, c, d TABLE R611.9(5) COLD-FORMED STEEL FRAMED FLOOR TO SIDE OF CONCRETE WALL, FRAMING PERPENDICULARa, b, c, d <\/td>\n<\/tr>\n | ||||||
| 577<\/td>\n | FIGURE R611.9(6) COLD-FORMED STEEL FLOOR TO SIDE OF CONCRETE WALL, FRAMING PARALLEL FIGURE R611.9(6) COLD-FORMED STEEL FLOOR TO SIDE OF CONCRETE WALL, FRAMING PARALLEL <\/td>\n<\/tr>\n | ||||||
| 578<\/td>\n | TABLE R611.9(6) COLD-FORMED STEEL FRAMED FLOOR TO SIDE OF CONCRETE WALL, FRAMING PARALLELa, b, c, d TABLE R611.9(6) COLD-FORMED STEEL FRAMED FLOOR TO SIDE OF CONCRETE WALL, FRAMING PARALLELa, b, c, d <\/td>\n<\/tr>\n | ||||||
| 579<\/td>\n | FIGURE R611.9(7) COLD-FORMED STEEL FLOOR TO TOP OF CONCRETE WALL FRAMING PERPENDICULAR FIGURE R611.9(7) COLD-FORMED STEEL FLOOR TO TOP OF CONCRETE WALL FRAMING PERPENDICULAR <\/td>\n<\/tr>\n | ||||||
| 580<\/td>\n | TABLE R611.9(7) COLD-FORMED STEEL FRAMED FLOOR TO TOP OF CONCRETE WALL, FRAMING PERPENDICULARa, b, c, d, e TABLE R611.9(7) COLD-FORMED STEEL FRAMED FLOOR TO TOP OF CONCRETE WALL, FRAMING PERPENDICULARa, b, c, d, e <\/td>\n<\/tr>\n | ||||||
| 581<\/td>\n | FIGURE R611.9(8) COLD-FORMED STEEL FLOOR TO TOP OF CONCRETE WALL, FRAMING PARALLEL FIGURE R611.9(8) COLD-FORMED STEEL FLOOR TO TOP OF CONCRETE WALL, FRAMING PARALLEL <\/td>\n<\/tr>\n | ||||||
| 582<\/td>\n | TABLE R611.9(8) COLD-FORMED STEEL FRAMED FLOOR TO TOP OF CONCRETE WALL, FRAMING PARALLELa, b, c, d, e TABLE R611.9(8) COLD-FORMED STEEL FRAMED FLOOR TO TOP OF CONCRETE WALL, FRAMING PARALLELa, b, c, d, e <\/td>\n<\/tr>\n | ||||||
| 583<\/td>\n | FIGURE R611.9(9) WOOD FRAMED ROOF TO TOP OF CONCRETE WALL, FRAMING PERPENDICULAR FIGURE R611.9(9) WOOD FRAMED ROOF TO TOP OF CONCRETE WALL, FRAMING PERPENDICULAR <\/td>\n<\/tr>\n | ||||||
| 584<\/td>\n | TABLE R611.9(9) WOOD FRAMED ROOF TO TOP OF CONCRETE WALL, FRAMING PERPENDICULARa, b, c, d, e TABLE R611.9(9) WOOD FRAMED ROOF TO TOP OF CONCRETE WALL, FRAMING PERPENDICULARa, b, c, d, e <\/td>\n<\/tr>\n | ||||||
| 585<\/td>\n | FIGURE R611.9(10) WOOD FRAMED ROOF TO TOP OF CONCRETE WALL FRAMING PARALLEL FIGURE R611.9(10) WOOD FRAMED ROOF TO TOP OF CONCRETE WALL FRAMING PARALLEL <\/td>\n<\/tr>\n | ||||||
| 586<\/td>\n | TABLE R611.9(10) WOOD FRAMED ROOF TO TOP OF CONCRETE WALL, FRAMING PARALLELa, b, c, d, e TABLE R611.9(10) WOOD FRAMED ROOF TO TOP OF CONCRETE WALL, FRAMING PARALLELa, b, c, d, e <\/td>\n<\/tr>\n | ||||||
| 587<\/td>\n | FIGURE R611.9(11) COLD-FORMED STEEL ROOF TO TOP OF CONCRETE WALL, FRAMING PERPENDICULAR FIGURE R611.9(11) COLD-FORMED STEEL ROOF TO TOP OF CONCRETE WALL, FRAMING PERPENDICULAR <\/td>\n<\/tr>\n | ||||||
| 588<\/td>\n | TABLE R611.9(11) COLD-FORMED STEEL ROOF TO TOP OF CONCRETE WALL, FRAMING PERPENDICULARa, b, c, d TABLE R611.9(11) COLD-FORMED STEEL ROOF TO TOP OF CONCRETE WALL, FRAMING PERPENDICULARa, b, c, d <\/td>\n<\/tr>\n | ||||||
| 589<\/td>\n | FIGURE R611.9(12) COLD-FORMED STEEL ROOF TO TOP OF CONCRETE WALL, FRAMING PARALLEL FIGURE R611.9(12) COLD-FORMED STEEL ROOF TO TOP OF CONCRETE WALL, FRAMING PARALLEL <\/td>\n<\/tr>\n | ||||||
| 590<\/td>\n | TABLE R611.9(12) COLD-FORMED STEEL ROOF TO TOP OF CONCRETE WALL, FRAMING PARALLELa, b, c, d, e TABLE R611.9(12) COLD-FORMED STEEL ROOF TO TOP OF CONCRETE WALL, FRAMING PARALLELa, b, c, d, e <\/td>\n<\/tr>\n | ||||||
| 591<\/td>\n | SECTION R612 – EXTERIOR WINDOWS AND DOORS SECTION R612 – EXTERIOR WINDOWS AND DOORS FIGURE R612.2 WINDOW SILL HEIGHT FIGURE R612.2 WINDOW SILL HEIGHT <\/td>\n<\/tr>\n | ||||||
| 593<\/td>\n | FIGURE R612.8(1) THROUGH THE FRAME FIGURE R612.8(1) THROUGH THE FRAME FIGURE R612.8(2) FRAME CLIP FIGURE R612.8(2) FRAME CLIP FIGURE R612.8(3) THROUGH THE FRAME FIGURE R612.8(3) THROUGH THE FRAME FIGURE R612.8(4) FRAME CLIP FIGURE R612.8(4) FRAME CLIP <\/td>\n<\/tr>\n | ||||||
| 594<\/td>\n | FIGURE R612.8(5) THROUGH THE FLANGE FIGURE R612.8(5) THROUGH THE FLANGE FIGURE R612.8(6) THROUGH THE FLANGE FIGURE R612.8(6) THROUGH THE FLANGE FIGURE R612.8(7) FRAME CLIP FIGURE R612.8(7) FRAME CLIP FIGURE R612.8(8) THROUGH THE FLANGE FIGURE R612.8(8) THROUGH THE FLANGE <\/td>\n<\/tr>\n | ||||||
| 595<\/td>\n | SECTION R613 – STRUCTURAL INSULATED PANEL WALL CONSTRUCTION SECTION R613 – STRUCTURAL INSULATED PANEL WALL CONSTRUCTION <\/td>\n<\/tr>\n | ||||||
| 596<\/td>\n | TABLE R613.3.1 MINIMUM PROPERTIES FOR POLYURETHANE INSULATION USED AS SIPS CORE TABLE R613.3.1 MINIMUM PROPERTIES FOR POLYURETHANE INSULATION USED AS SIPS CORE <\/td>\n<\/tr>\n | ||||||
| 597<\/td>\n | TABLE R613.3.2 MINIMUM PROPERTIESa FOR WOOD STRUCTURAL PANEL FACING MATERIAL USED IN SIP WALLS TABLE R613.3.2 MINIMUM PROPERTIESa FOR WOOD STRUCTURAL PANEL FACING MATERIAL USED IN SIP WALLS <\/td>\n<\/tr>\n | ||||||
| 598<\/td>\n | FIGURE R613.4 SIP WALL PANEL FIGURE R613.4 SIP WALL PANEL <\/td>\n<\/tr>\n | ||||||
| 599<\/td>\n | TABLE R613.5(1) MINIMUM THICKNESS FOR SIP WALL SUPPORTING SIP LIGHT-FRAME ROOF ONLY (inches) TABLE R613.5(1) MINIMUM THICKNESS FOR SIP WALL SUPPORTING SIP LIGHT-FRAME ROOF ONLY (inches) <\/td>\n<\/tr>\n | ||||||
| 600<\/td>\n | TABLE R613.5(2) MINIMUM THICKNESS FOR SIP WALLS SUPPORTING SIP OR LIGHT-FRAME ONE STORY AND ROOF (inches TABLE R613.5(2) MINIMUM THICKNESS FOR SIP WALLS SUPPORTING SIP OR LIGHT-FRAME ONE STORY AND ROOF (inches <\/td>\n<\/tr>\n | ||||||
| 601<\/td>\n | FIGURE R613.5(1) MAXIMUM ALLOWABLE HEIGHT OF SIP WALLS FIGURE R613.5(1) MAXIMUM ALLOWABLE HEIGHT OF SIP WALLS FIGURE R613.5(2) MAXIMUM ALLOWABLE HEIGHT OF SIP WALLS FIGURE R613.5(2) MAXIMUM ALLOWABLE HEIGHT OF SIP WALLS <\/td>\n<\/tr>\n | ||||||
| 602<\/td>\n | FIGURE R613.5(3) TRUSSED ROOF TO TOP PLATE CONNECTION FIGURE R613.5(3) TRUSSED ROOF TO TOP PLATE CONNECTION FIGURE R613.5(4) SIP WALL TO WALL PLATFORM FRAME CONNECTION FIGURE R613.5(4) SIP WALL TO WALL PLATFORM FRAME CONNECTION <\/td>\n<\/tr>\n | ||||||
| 603<\/td>\n | FIGURE R613.5(5) SIP WALL TO WALL BALLOON FRAME CONNECTION (I-Joist floor shown for Illustration only FIGURE R613.5(5) SIP WALL TO WALL BALLOON FRAME CONNECTION (I-Joist floor shown for Illustration only FIGURE R613.5.1 SIP WALL FRAMING CONFIGURATION FIGURE R613.5.1 SIP WALL FRAMING CONFIGURATION <\/td>\n<\/tr>\n | ||||||
| 604<\/td>\n | FIGURE R613.5.2 SIP WALL TO CONCRETE SLAB FOR FOUNDATION WALL ATTACHMENT FIGURE R613.5.2 SIP WALL TO CONCRETE SLAB FOR FOUNDATION WALL ATTACHMENT <\/td>\n<\/tr>\n | ||||||
| 605<\/td>\n | FIGURE R613.8 TYPICAL SIP CONNECTION DETAILS FOR VERTICAL IN-PLANE JOINTS FIGURE R613.8 TYPICAL SIP CONNECTION DETAILS FOR VERTICAL IN-PLANE JOINTS FIGURE R613.9 SIP CORNER FRAMING DETAIL FIGURE R613.9 SIP CORNER FRAMING DETAIL <\/td>\n<\/tr>\n | ||||||
| 606<\/td>\n | TABLE R614.10 MAXIMUM SPANS FOR 117\/8 INCH DEEP SIP HEADERS (feet) TABLE R614.10 MAXIMUM SPANS FOR 117\/8 INCH DEEP SIP HEADERS (feet) BIBLIOGRAPHY BIBLIOGRAPHY <\/td>\n<\/tr>\n | ||||||
| 609<\/td>\n | CHAPTER 7: WALL COVERING CHAPTER 7: WALL COVERING GENERAL COMMENTS GENERAL COMMENTS PURPOSE PURPOSE SECTION R701 – GENERAL SECTION R701 – GENERAL SECTION R702 – INTERIOR COVERING SECTION R702 – INTERIOR COVERING <\/td>\n<\/tr>\n | ||||||
| 610<\/td>\n | FIGURE R701.2(1) PLASTER WALL COVERING\u2014APPLICABLE TERMS FIGURE R701.2(1) PLASTER WALL COVERING\u2014APPLICABLE TERMS FIGURE R701.2(2) GYPSUM APPLICATION\u2013APPLICABLE TERMS FIGURE R701.2(2) GYPSUM APPLICATION\u2013APPLICABLE TERMS <\/td>\n<\/tr>\n | ||||||
| 611<\/td>\n | TABLE R702.1(1) THICKNESS OF PLASTER TABLE R702.1(1) THICKNESS OF PLASTER TABLE R702.1(2) GYPSUM PLASTER PROPORTIONSa TABLE R702.1(2) GYPSUM PLASTER PROPORTIONSa <\/td>\n<\/tr>\n | ||||||
| 612<\/td>\n | TABLE R702.1(3) CEMENT PLASTER PROPORTIONS, PARTS BY VOLUME TABLE R702.1(3) CEMENT PLASTER PROPORTIONS, PARTS BY VOLUME <\/td>\n<\/tr>\n | ||||||
| 613<\/td>\n | FIGURE R702.2(1) INTERIOR PLASTERING SYSTEM FIGURE R702.2(1) INTERIOR PLASTERING SYSTEM FIGURE R702.2(2) VENEER PLASTER SYSTEM FIGURE R702.2(2) VENEER PLASTER SYSTEM <\/td>\n<\/tr>\n | ||||||
| 614<\/td>\n | FIGURE R702.3.2(1) INTERIOR WALL COVERING-DIRECT APPLICATION FIGURE R702.3.2(1) INTERIOR WALL COVERING-DIRECT APPLICATION <\/td>\n<\/tr>\n | ||||||
| 615<\/td>\n | FIGURE R702.3.2(2) INTERIOR WALL COVERING\u2014FURRED APPLICATION OVER MASONRY OR CONCRETE FIGURE R702.3.2(2) INTERIOR WALL COVERING\u2014FURRED APPLICATION OVER MASONRY OR CONCRETE FIGURE R702.3.2(3) INTERIOR WALL COVERING\u2014FURRED APPLICATION OVER SOLID BACKING OR OVER STUDS FIGURE R702.3.2(3) INTERIOR WALL COVERING\u2014FURRED APPLICATION OVER SOLID BACKING OR OVER STUDS <\/td>\n<\/tr>\n | ||||||
| 617<\/td>\n | TABLE R702.3.5 MINIMUM THICKNESS AND APPLICATION OF GYPSUM BOARD TABLE R702.3.5 MINIMUM THICKNESS AND APPLICATION OF GYPSUM BOARD <\/td>\n<\/tr>\n | ||||||
| 618<\/td>\n | FIGURE R702.3.5(1) GYPSUM BOARD APPLICATION FIGURE R702.3.5(1) GYPSUM BOARD APPLICATION FIGURE R702.3.5(2) GYPSUM BOARD\u2014SINGLE-NAILING APPLICATION FIGURE R702.3.5(2) GYPSUM BOARD\u2014SINGLE-NAILING APPLICATION FIGURE R702.3.5(3) GYPSUM BOARD\u2014DOUBLE-NAILING APPLICATION FIGURE R702.3.5(3) GYPSUM BOARD\u2014DOUBLE-NAILING APPLICATION <\/td>\n<\/tr>\n | ||||||
| 619<\/td>\n | TABLE R702.3.7 SHEAR CAPACITY FOR HORIZONTAL WOOD-FRAMED GYPSUM BOARD DIAPHRAGM CEILING ASSEMBLIES TABLE R702.3.7 SHEAR CAPACITY FOR HORIZONTAL WOOD-FRAMED GYPSUM BOARD DIAPHRAGM CEILING ASSEMBLIES FIGURE R702.3.7(1) HORIZONTAL GYPSUM BOARD CEILING DIAPHRAGM CONSTRUCTION FIGURE R702.3.7(1) HORIZONTAL GYPSUM BOARD CEILING DIAPHRAGM CONSTRUCTION <\/td>\n<\/tr>\n | ||||||
| 620<\/td>\n | FIGURE R702.3.7(2) PERIMETER BLOCKING FIGURE R702.3.7(2) PERIMETER BLOCKING <\/td>\n<\/tr>\n | ||||||
| 621<\/td>\n | FIGURE R702.4.1 INTERIOR WALL TILE INSTALLATION FIGURE R702.4.1 INTERIOR WALL TILE INSTALLATION FIGURE R702.4.2 EXAMPLE OF WALL TILE INSTALLATION TUB AND SHOWER AREA FIGURE R702.4.2 EXAMPLE OF WALL TILE INSTALLATION TUB AND SHOWER AREA <\/td>\n<\/tr>\n | ||||||
| 622<\/td>\n | SECTION R703 – EXTERIOR COVERING SECTION R703 – EXTERIOR COVERING <\/td>\n<\/tr>\n | ||||||
| 624<\/td>\n | FIGURE R703.1 TYPICAL WOOD STUD WALL CONSTRUCTION FIGURE R703.1 TYPICAL WOOD STUD WALL CONSTRUCTION <\/td>\n<\/tr>\n | ||||||
| 625<\/td>\n | FIGURE R703.3.1(1) VERTICAL JOINT TREATMENT OF PANEL SIDING FIGURE R703.3.1(1) VERTICAL JOINT TREATMENT OF PANEL SIDING FIGURE R703.3.1(2) HORIZONTAL JOINT TREATMENT OF PANEL SIDING FIGURE R703.3.1(2) HORIZONTAL JOINT TREATMENT OF PANEL SIDING <\/td>\n<\/tr>\n | ||||||
| 626<\/td>\n | TABLE R703.5.2 MAXIMUM WEATHER EXPOSURE FOR WOOD SHAKES AND SHINGLES ON EXTERIOR WALLSa, b, c TABLE R703.5.2 MAXIMUM WEATHER EXPOSURE FOR WOOD SHAKES AND SHINGLES ON EXTERIOR WALLSa, b, c <\/td>\n<\/tr>\n | ||||||
| 627<\/td>\n | TABLE R703.4 WEATHER\u2013RESISTANT SIDING ATTACHMENT AND MINIMUM THICKNESS TABLE R703.4 WEATHER\u2013RESISTANT SIDING ATTACHMENT AND MINIMUM THICKNESS <\/td>\n<\/tr>\n | ||||||
| 628<\/td>\n | TABLE R703.4\u2014continued WEATHER\u2013RESISTANT SIDING ATTACHMENT AND MINIMUM THICKNESS TABLE R703.4\u2014continued WEATHER\u2013RESISTANT SIDING ATTACHMENT AND MINIMUM THICKNESS <\/td>\n<\/tr>\n | ||||||
| 629<\/td>\n | FIGURE R703.6(1) EXTERIOR PLASTERING SYSTEM FIGURE R703.6(1) EXTERIOR PLASTERING SYSTEM FIGURE R703.6(2) EXTERIOR PLASTER\u2014WOOD FRAME ON CONCRETE FLOOR SLAB FIGURE R703.6(2) EXTERIOR PLASTER\u2014WOOD FRAME ON CONCRETE FLOOR SLAB <\/td>\n<\/tr>\n | ||||||
| 630<\/td>\n | FIGURE R703.6(3) WEEP SCREED FOR EXTERIOR PLASTER ON STUD WALL AT SLAB ON GRADE FIGURE R703.6(3) WEEP SCREED FOR EXTERIOR PLASTER ON STUD WALL AT SLAB ON GRADE <\/td>\n<\/tr>\n | ||||||
| 633<\/td>\n | FIGURE R703.7 MASONRY VENEER WALL DETAILS FIGURE R703.7 MASONRY VENEER WALL DETAILS <\/td>\n<\/tr>\n | ||||||
| 634<\/td>\n | FIGURE R703.7\u2013continued MASONRY VENEER WALL DETAILS FIGURE R703.7\u2013continued MASONRY VENEER WALL DETAILS <\/td>\n<\/tr>\n | ||||||
| 635<\/td>\n | TABLE R703.7(1) STONE OR MASONRY VENEER LIMITATIONS AND REQUIREMENTS, WOOD OR STEEL FRAMING, SEISMIC DESIGN CATEGORIES A, B AND C TABLE R703.7(1) STONE OR MASONRY VENEER LIMITATIONS AND REQUIREMENTS, WOOD OR STEEL FRAMING, SEISMIC DESIGN CATEGORIES A, B AND C TABLE R703.7(2) STONE OR MASONRY VENEER LIMITATIONS AND REQUIREMENTS, ONE- AND TWO-FAMILY DETACHED DWELLINGS, WOOD FRAMING, SEISMIC DESIGN CATEGORIES D0, D1 AND D2 TABLE R703.7(2) STONE OR MASONRY VENEER LIMITATIONS AND REQUIREMENTS, ONE- AND TWO-FAMILY DETACHED DWELLINGS, WOOD FRAMING, SEISMIC DESIGN CATEGORIES D0, D1 AND D2 <\/td>\n<\/tr>\n | ||||||
| 636<\/td>\n | FIGURE R703.7.2.1 EXTERIOR MASONRY VENEER SUPPORT BY STEEL ANGLES FIGURE R703.7.2.1 EXTERIOR MASONRY VENEER SUPPORT BY STEEL ANGLES FIGURE R703.7.2.2 EXTERIOR MASONRY VENEER SUPPORT BY ROOF MEMBERS FIGURE R703.7.2.2 EXTERIOR MASONRY VENEER SUPPORT BY ROOF MEMBERS <\/td>\n<\/tr>\n | ||||||
| 637<\/td>\n | TABLE R703.7.3.2 HEIGHT OF MASONRY VENEER ABOVE OPENING TABLE R703.7.3.2 HEIGHT OF MASONRY VENEER ABOVE OPENING TABLE R703.7.3.1 ALLOWABLE SPANS FOR LINTELS SUPPORTING MASONRY VENEERa, b, c, d TABLE R703.7.3.1 ALLOWABLE SPANS FOR LINTELS SUPPORTING MASONRY VENEERa, b, c, d <\/td>\n<\/tr>\n | ||||||
| 638<\/td>\n | FIGURE R703.7.3.2 MASONRY VENEER OPENING FIGURE R703.7.3.2 MASONRY VENEER OPENING <\/td>\n<\/tr>\n | ||||||
| 640<\/td>\n | FIGURE R703.8 FLASHING EXAMPLES FIGURE R703.8 FLASHING EXAMPLES <\/td>\n<\/tr>\n | ||||||
| 642<\/td>\n | BIBLIOGRAPHY BIBLIOGRAPHY <\/td>\n<\/tr>\n | ||||||
| 645<\/td>\n | CHAPTER 8: ROOF-CEILING CONSTRUCTION CHAPTER 8: ROOF-CEILING CONSTRUCTION GENERAL COMMENTS GENERAL COMMENTS PURPOSE PURPOSE SECTION R801 – GENERAL SECTION R801 – GENERAL SECTION R802 – WOOD ROOF FRAMING SECTION R802 – WOOD ROOF FRAMING <\/td>\n<\/tr>\n | ||||||
| 648<\/td>\n | FIGURE R802.3(1) RIDGE BOARD FIGURE R802.3(1) RIDGE BOARD <\/td>\n<\/tr>\n | ||||||
| 649<\/td>\n | FIGURE R802.3(2) RIDGE ALTERNATIVE\u2014GUSSET PLATE TIE FIGURE R802.3(2) RIDGE ALTERNATIVE\u2014GUSSET PLATE TIE FIGURE R802.3.1(1) CEILING JOIST AT SUPPORTS FIGURE R802.3.1(1) CEILING JOIST AT SUPPORTS <\/td>\n<\/tr>\n | ||||||
| 650<\/td>\n | FIGURE R802.3.1(2) ROOF FRAMING WITH CEILING JOISTS NOT PARALLEL TO RAFTERS FIGURE R802.3.1(2) ROOF FRAMING WITH CEILING JOISTS NOT PARALLEL TO RAFTERS FIGURE R802.3.1(3) ROOF FRAMING WITH CEILING JOISTS PARALLEL TO RAFTERS FIGURE R802.3.1(3) ROOF FRAMING WITH CEILING JOISTS PARALLEL TO RAFTERS <\/td>\n<\/tr>\n | ||||||
| 651<\/td>\n | FIGURE R802.3.2(1) LAPPED CEILING JOIST CONNECTION PROVIDING RESISTANCE TO RAFTER THRUST FIGURE R802.3.2(1) LAPPED CEILING JOIST CONNECTION PROVIDING RESISTANCE TO RAFTER THRUST FIGURE R802.3.2(2) BUTTED CEILING JOIST CONNECTION PROVIDING RESISTANCE TO RAFTER THRUST FIGURE R802.3.2(2) BUTTED CEILING JOIST CONNECTION PROVIDING RESISTANCE TO RAFTER THRUST <\/td>\n<\/tr>\n | ||||||
| 652<\/td>\n | TABLE R802.4(1) CEILING JOIST SPANS FOR COMMON LUMBER SPECIES (Uninhabitable attics without storage, live load = 10 psf, L\/\u00ce\u201d = 240) TABLE R802.4(1) CEILING JOIST SPANS FOR COMMON LUMBER SPECIES (Uninhabitable attics without storage, live load = 10 psf, L\/\u00ce\u201d = 240) <\/td>\n<\/tr>\n | ||||||
| 653<\/td>\n | TABLE R802.4(1)\u2014continued CEILING JOIST SPANS FOR COMMON LUMBER SPECIES TABLE R802.4(1)\u2014continued CEILING JOIST SPANS FOR COMMON LUMBER SPECIES <\/td>\n<\/tr>\n | ||||||
| 654<\/td>\n | TABLE R802.4(2) CEILING JOIST SPANS FOR COMMON LUMBER SPECIES (Uninhabitable attics with limited storage, live load = 20 psf, L\/\u00ce\u201d = 240) TABLE R802.4(2) CEILING JOIST SPANS FOR COMMON LUMBER SPECIES (Uninhabitable attics with limited storage, live load = 20 psf, L\/\u00ce\u201d = 240) <\/td>\n<\/tr>\n | ||||||
| 655<\/td>\n | TABLE R802.4(2)\u2014continued CEILING JOIST SPANS FOR COMMON LUMBER SPECIES(Uninhabitable attics with limited storage, live load = 20 psf, L\/\u00ce\u201d = 240) TABLE R802.4(2)\u2014continued CEILING JOIST SPANS FOR COMMON LUMBER SPECIES(Uninhabitable attics with limited storage, live load = 20 psf, L\/\u00ce\u201d = 240) <\/td>\n<\/tr>\n | ||||||
| 656<\/td>\n | TABLE R802.5.1(1) RAFTER SPANS FOR COMMON LUMBER SPECIES (Roof live load=20 psf, ceiling not attached to rafters, L\/\u00ce\u201d = 180) TABLE R802.5.1(1) RAFTER SPANS FOR COMMON LUMBER SPECIES (Roof live load=20 psf, ceiling not attached to rafters, L\/\u00ce\u201d = 180) <\/td>\n<\/tr>\n | ||||||
| 657<\/td>\n | TABLE R802.5.1(1)\u2014continued RAFTER SPANS FOR COMMON LUMBER SPECIES(Roof live load=20 psf, ceiling not attached to rafters, L\/\u00ce\u201d = 180) TABLE R802.5.1(1)\u2014continued RAFTER SPANS FOR COMMON LUMBER SPECIES(Roof live load=20 psf, ceiling not attached to rafters, L\/\u00ce\u201d = 180) <\/td>\n<\/tr>\n | ||||||
| 658<\/td>\n | TABLE R802.5.1(2) RAFTER SPANS FOR COMMON LUMBER SPECIES (Roof live load=20 psf, ceiling attached to rafters, L\/\u00ce\u201d = 240) TABLE R802.5.1(2) RAFTER SPANS FOR COMMON LUMBER SPECIES (Roof live load=20 psf, ceiling attached to rafters, L\/\u00ce\u201d = 240) <\/td>\n<\/tr>\n | ||||||
| 659<\/td>\n | TABLE R802.5.1(2)\u2014continued RAFTER SPANS FOR COMMON LUMBER SPECIES(Roof live load=20 psf, ceiling attached to rafters, L\/\u00ce\u201d = 240) TABLE R802.5.1(2)\u2014continued RAFTER SPANS FOR COMMON LUMBER SPECIES(Roof live load=20 psf, ceiling attached to rafters, L\/\u00ce\u201d = 240) <\/td>\n<\/tr>\n | ||||||
| 660<\/td>\n | TABLE R802.5.1(3) RAFTER SPANS FOR COMMON LUMBER SPECIES (Ground snow load=30 psf, ceiling not attached to rafters, L\/\u00ce\u201d = 180) TABLE R802.5.1(3) RAFTER SPANS FOR COMMON LUMBER SPECIES (Ground snow load=30 psf, ceiling not attached to rafters, L\/\u00ce\u201d = 180) <\/td>\n<\/tr>\n | ||||||
| 661<\/td>\n | TABLE R802.5.1(3)\u2014continued RAFTER SPANS FOR COMMON LUMBER SPECIES(Ground snow load=30 psf, ceiling not attached to rafters, L\/\u00ce\u201d = 180) TABLE R802.5.1(3)\u2014continued RAFTER SPANS FOR COMMON LUMBER SPECIES(Ground snow load=30 psf, ceiling not attached to rafters, L\/\u00ce\u201d = 180) <\/td>\n<\/tr>\n | ||||||
| 662<\/td>\n | TABLE R802.5.1(4) RAFTER SPANS FOR COMMON LUMBER SPECIES (Ground snow load=50 psf, ceiling not attached to rafters, L\/\u00ce\u201d = 180) TABLE R802.5.1(4) RAFTER SPANS FOR COMMON LUMBER SPECIES (Ground snow load=50 psf, ceiling not attached to rafters, L\/\u00ce\u201d = 180) <\/td>\n<\/tr>\n | ||||||
| 663<\/td>\n | TABLE R802.5.1(4)\u2014continued RAFTER SPANS FOR COMMON LUMBER SPECIES(Ground snow load=50 psf, ceiling not attached to rafters, L\/\u00ce\u201d = 180) TABLE R802.5.1(4)\u2014continued RAFTER SPANS FOR COMMON LUMBER SPECIES(Ground snow load=50 psf, ceiling not attached to rafters, L\/\u00ce\u201d = 180) <\/td>\n<\/tr>\n | ||||||
| 664<\/td>\n | TABLE R802.5.1(5) RAFTER SPANS FOR COMMON LUMBER SPECIES (Ground snow load=30 psf, ceiling attached to rafters, L\/\u00ce\u201d = 240) TABLE R802.5.1(5) RAFTER SPANS FOR COMMON LUMBER SPECIES (Ground snow load=30 psf, ceiling attached to rafters, L\/\u00ce\u201d = 240) <\/td>\n<\/tr>\n | ||||||
| 665<\/td>\n | TABLE R802.5.1(5)\u2014continued RAFTER SPANS FOR COMMON LUMBER SPECIES (Ground snow load=30 psf, ceiling attached to rafters, L\/\u00ce\u201d = 240) TABLE R802.5.1(5)\u2014continued RAFTER SPANS FOR COMMON LUMBER SPECIES (Ground snow load=30 psf, ceiling attached to rafters, L\/\u00ce\u201d = 240) <\/td>\n<\/tr>\n | ||||||
| 666<\/td>\n | TABLE R802.5.1(6) RAFTER SPANS FOR COMMON LUMBER SPECIES (Ground snow load=50 psf, ceiling attached to rafters, L\/\u00ce\u201d = 240) TABLE R802.5.1(6) RAFTER SPANS FOR COMMON LUMBER SPECIES (Ground snow load=50 psf, ceiling attached to rafters, L\/\u00ce\u201d = 240) <\/td>\n<\/tr>\n | ||||||
| 667<\/td>\n | TABLE R802.5.1(6)\u2014continued RAFTER SPANS FOR COMMON LUMBER SPECIES(Ground snow load=50 psf, ceiling attached to rafters, L\/\u00ce\u201d = 240) TABLE R802.5.1(6)\u2014continued RAFTER SPANS FOR COMMON LUMBER SPECIES(Ground snow load=50 psf, ceiling attached to rafters, L\/\u00ce\u201d = 240) <\/td>\n<\/tr>\n | ||||||
| 668<\/td>\n | TABLE R802.5.1(7) RAFTER SPANS FOR 70 PSF GROUND SNOW LOAD (Ceiling not attached to rafters, L\/\u00ce\u201d = 180) TABLE R802.5.1(7) RAFTER SPANS FOR 70 PSF GROUND SNOW LOAD (Ceiling not attached to rafters, L\/\u00ce\u201d = 180) <\/td>\n<\/tr>\n | ||||||
| 669<\/td>\n | TABLE R802.5.1(7)\u2014continued RAFTER SPANS FOR 70 PSF GROUND SNOW LOAD TABLE R802.5.1(7)\u2014continued RAFTER SPANS FOR 70 PSF GROUND SNOW LOAD <\/td>\n<\/tr>\n | ||||||
| 670<\/td>\n | TABLE R802.5.1(8) RAFTER SPANS FOR 70 PSF GROUND SNOW LOAD (Ceiling attached to rafters, L\/\u00ce\u201d = 240) TABLE R802.5.1(8) RAFTER SPANS FOR 70 PSF GROUND SNOW LOAD (Ceiling attached to rafters, L\/\u00ce\u201d = 240) <\/td>\n<\/tr>\n | ||||||
| 671<\/td>\n | TABLE R802.5.1(8)\u2014continued RAFTER SPANS FOR 70 PSF GROUND SNOW LOADa TABLE R802.5.1(8)\u2014continued RAFTER SPANS FOR 70 PSF GROUND SNOW LOADa <\/td>\n<\/tr>\n | ||||||
| 672<\/td>\n | TABLE R802.5.1(9) RAFTER\/CEILING JOIST HEEL JOINT CONNECTIONS TABLE R802.5.1(9) RAFTER\/CEILING JOIST HEEL JOINT CONNECTIONS <\/td>\n<\/tr>\n | ||||||
| 673<\/td>\n | FIGURE R802.5.1 BRACED RAFTER CONSTRUCTION FIGURE R802.5.1 BRACED RAFTER CONSTRUCTION <\/td>\n<\/tr>\n | ||||||
| 674<\/td>\n | FIGURE R802.5.1(1) EXAMPLE OF PURLIN INSTALLATION FIGURE R802.5.1(1) EXAMPLE OF PURLIN INSTALLATION <\/td>\n<\/tr>\n | ||||||
| 677<\/td>\n | TABLE R802.11 – REQUIRED STRENGTH OF TRUSS OR RAFTER CONNECTIONS TO RESIST WIND UPLIFT FORCES TABLE R802.11 – REQUIRED STRENGTH OF TRUSS OR RAFTER CONNECTIONS TO RESIST WIND UPLIFT FORCES <\/td>\n<\/tr>\n | ||||||
| 678<\/td>\n | SECTION R803 – ROOF SHEATHING SECTION R803 – ROOF SHEATHING TABLE R803.1 MINIMUM THICKNESS OF LUMBER ROOF SHEATHING TABLE R803.1 MINIMUM THICKNESS OF LUMBER ROOF SHEATHING SECTION R804 – STEEL ROOF FRAMING SECTION R804 – STEEL ROOF FRAMING <\/td>\n<\/tr>\n | ||||||
| 679<\/td>\n | FIGURE R804.1.2 IN-LINE FRAMING FIGURE R804.1.2 IN-LINE FRAMING <\/td>\n<\/tr>\n | ||||||
| 680<\/td>\n | TABLE R804.2(1) LOAD-BEARING COLD-FORMED STEEL MEMBER SIZES TABLE R804.2(1) LOAD-BEARING COLD-FORMED STEEL MEMBER SIZES TABLE R804.2(2) MINIMUM THICKNESS OF COLD-FORMED STEEL MEMBERS TABLE R804.2(2) MINIMUM THICKNESS OF COLD-FORMED STEEL MEMBERS FIGURE R804.2(1) C-SHAPED SECTION FIGURE R804.2(1) C-SHAPED SECTION FIGURE R804.2(2) TRACK SECTION FIGURE R804.2(2) TRACK SECTION <\/td>\n<\/tr>\n | ||||||
| 681<\/td>\n | TABLE R804.2.4 SCREW SUBSTITUTION FACTOR TABLE R804.2.4 SCREW SUBSTITUTION FACTOR <\/td>\n<\/tr>\n | ||||||
| 682<\/td>\n | FIGURE R804.2.5.1 WEB HOLES FIGURE R804.2.5.1 WEB HOLES FIGURE R804.2.5.3 WEB HOLE PATCH FIGURE R804.2.5.3 WEB HOLE PATCH <\/td>\n<\/tr>\n | ||||||
| 683<\/td>\n | FIGURE R804.3 STEEL ROOF CONSTRUCTION FIGURE R804.3 STEEL ROOF CONSTRUCTION <\/td>\n<\/tr>\n | ||||||
| 684<\/td>\n | TABLE R804.3 ROOF FRAMING FASTENING SCHEDULEa, b TABLE R804.3 ROOF FRAMING FASTENING SCHEDULEa, b <\/td>\n<\/tr>\n | ||||||
| 685<\/td>\n | TABLE R804.3.1.1(1) CEILING JOIST SPANS SINGLE SPANS WITH BEARING STIFFENERS 10 lb per sq ft LIVE LOAD (NO ATTIC STORAGE)a, b, c 33 ksi STEEL TABLE R804.3.1.1(1) CEILING JOIST SPANS SINGLE SPANS WITH BEARING STIFFENERS 10 lb per sq ft LIVE LOAD (NO ATTIC STORAGE)a, b, c 33 ksi STEEL <\/td>\n<\/tr>\n | ||||||
| 686<\/td>\n | TABLE R804.3.1.1(2) CEILING JOIST SPANS TWO EQUAL SPANS WITH BEARING STIFFENERS 10 lb per sq ft LIVE LOAD (NO ATTIC STORAGE)a, b, c 33 ksi STEEL TABLE R804.3.1.1(2) CEILING JOIST SPANS TWO EQUAL SPANS WITH BEARING STIFFENERS 10 lb per sq ft LIVE LOAD (NO ATTIC STORAGE)a, b, c 33 ksi STEEL <\/td>\n<\/tr>\n | ||||||
| 687<\/td>\n | TABLE R804.3.1.1(3) CEILING JOIST SPANS SINGLE SPANS WITH BEARING STIFFENERS 20 lb per sq ft LIVE LOAD (LIMITED ATTIC STORAGE)a, b, c 33 ksi STEEL TABLE R804.3.1.1(3) CEILING JOIST SPANS SINGLE SPANS WITH BEARING STIFFENERS 20 lb per sq ft LIVE LOAD (LIMITED ATTIC STORAGE)a, b, c 33 ksi STEEL <\/td>\n<\/tr>\n | ||||||
| 688<\/td>\n | TABLE R804.3.1.1(4) CEILING JOIST SPANS TWO EQUAL SPANS WITH BEARING STIFFENERS 20 lb per sq ft LIVE LOAD (LIMITED ATTIC STORAGE)a, b, c 33 ksi STEEL TABLE R804.3.1.1(4) CEILING JOIST SPANS TWO EQUAL SPANS WITH BEARING STIFFENERS 20 lb per sq ft LIVE LOAD (LIMITED ATTIC STORAGE)a, b, c 33 ksi STEEL <\/td>\n<\/tr>\n | ||||||
| 689<\/td>\n | TABLE R804.3.1.1(5) CEILING JOIST SPANS SINGLE SPANS WITHOUT BEARING STIFFENERS 10 lb per sq ft LIVE LOAD (NO ATTIC STORAGE)a, b 33 ksi STEEL TABLE R804.3.1.1(5) CEILING JOIST SPANS SINGLE SPANS WITHOUT BEARING STIFFENERS 10 lb per sq ft LIVE LOAD (NO ATTIC STORAGE)a, b 33 ksi STEEL <\/td>\n<\/tr>\n | ||||||
| 690<\/td>\n | TABLE R804.3.1.1(6) CEILING JOIST SPANSTWO EQUAL SPANS WITHOUT BEARING STIFFENERS 10 lb per sq ft LIVE LOAD (NO ATTIC STORAGE)a, b 33 ksi STEEL TABLE R804.3.1.1(6) CEILING JOIST SPANSTWO EQUAL SPANS WITHOUT BEARING STIFFENERS 10 lb per sq ft LIVE LOAD (NO ATTIC STORAGE)a, b 33 ksi STEEL <\/td>\n<\/tr>\n | ||||||
| 691<\/td>\n | TABLE R804.3.1.1(7) CEILING JOIST SPANS SINGLE SPANS WITHOUT BEARING STIFFENERS 20 lb per sq ft LIVE LOAD (LIMITED ATTIC STORAGE)a, b 33 ksi STEEL TABLE R804.3.1.1(7) CEILING JOIST SPANS SINGLE SPANS WITHOUT BEARING STIFFENERS 20 lb per sq ft LIVE LOAD (LIMITED ATTIC STORAGE)a, b 33 ksi STEEL <\/td>\n<\/tr>\n | ||||||
| 692<\/td>\n | TABLE R804.3.1.1(8) CEILING JOIST SPANS TWO EQUAL SPANS WITHOUT BEARING STIFFENERS 20 lb per sq ft LIVE LOAD (LIMITED ATTIC STORAGE)a, b 33 ksi STEEL TABLE R804.3.1.1(8) CEILING JOIST SPANS TWO EQUAL SPANS WITHOUT BEARING STIFFENERS 20 lb per sq ft LIVE LOAD (LIMITED ATTIC STORAGE)a, b 33 ksi STEEL <\/td>\n<\/tr>\n | ||||||
| 693<\/td>\n | TABLE R804.3.1.1(9) NUMBER OF SCREWS REQUIRED FOR CEILING JOIST TO ROOF RAFTER CONNECTIONa TABLE R804.3.1.1(9) NUMBER OF SCREWS REQUIRED FOR CEILING JOIST TO ROOF RAFTER CONNECTIONa FIGURE R804.3.1.1(1) JOIST TO RAFTER CONNECTION FIGURE R804.3.1.1(1) JOIST TO RAFTER CONNECTION <\/td>\n<\/tr>\n | ||||||
| 694<\/td>\n | FIGURE R804.3.1.1(2) BEARING STIFFENER FIGURE R804.3.1.1(2) BEARING STIFFENER <\/td>\n<\/tr>\n | ||||||
| 695<\/td>\n | FIGURE R804.3.1.4(1) CEILING JOIST TOP FLANGE BRACING WITH C-SHAPE, TRACK OR COLD-ROLLED CHANNEL FIGURE R804.3.1.4(1) CEILING JOIST TOP FLANGE BRACING WITH C-SHAPE, TRACK OR COLD-ROLLED CHANNEL FIGURE R804.3.1.4(2) CEILING JOIST TOP FLANGE BRACING WITH CONTINUOUS STEEL STRAP AND BLOCKING FIGURE R804.3.1.4(2) CEILING JOIST TOP FLANGE BRACING WITH CONTINUOUS STEEL STRAP AND BLOCKING <\/td>\n<\/tr>\n | ||||||
| 696<\/td>\n | FIGURE R804.3.1.5 SPLICED CEILING JOISTS FIGURE R804.3.1.5 SPLICED CEILING JOISTS <\/td>\n<\/tr>\n | ||||||
| 697<\/td>\n | TABLE R804.3.2.1(1) ROOF RAFTER SPANSa, b, c 33 ksi STEEL TABLE R804.3.2.1(1) ROOF RAFTER SPANSa, b, c 33 ksi STEEL <\/td>\n<\/tr>\n | ||||||
| 698<\/td>\n | TABLE R804.3.2.1(2) ROOF RAFTER SPANSa, b, c 50 ksi STEEL TABLE R804.3.2.1(2) ROOF RAFTER SPANSa, b, c 50 ksi STEEL <\/td>\n<\/tr>\n | ||||||
| 699<\/td>\n | TABLE R804.3.2.1(3) BASIC WIND SPEED TO EQUIVALENT SNOW LOAD CONVERSION TABLE R804.3.2.1(3) BASIC WIND SPEED TO EQUIVALENT SNOW LOAD CONVERSION <\/td>\n<\/tr>\n | ||||||
| 700<\/td>\n | FIGURE R804.3.2.1.2 GABLE ENDWALL OVERHANG DETAILS FIGURE R804.3.2.1.2 GABLE ENDWALL OVERHANG DETAILS <\/td>\n<\/tr>\n | ||||||
| 701<\/td>\n | TABLE R804.3.2.4 SCREWS REQUIRED AT EACH LEG OF CLIP ANGLE FOR HIP RAFTERTO HIP MEMBER OR ROOF RAFTER TO RIDGE MEMBER CONNECTIONa TABLE R804.3.2.4 SCREWS REQUIRED AT EACH LEG OF CLIP ANGLE FOR HIP RAFTERTO HIP MEMBER OR ROOF RAFTER TO RIDGE MEMBER CONNECTIONa FIGURE R804.3.2.4 HIP MEMBER OF RIDGE MEMBER CONNECTION FIGURE R804.3.2.4 HIP MEMBER OF RIDGE MEMBER CONNECTION <\/td>\n<\/tr>\n | ||||||
| 702<\/td>\n | TABLE R804.3.3.2 HIP MEMBER SIZES, 33 ksi STEEL TABLE R804.3.3.2 HIP MEMBER SIZES, 33 ksi STEEL <\/td>\n<\/tr>\n | ||||||
| 703<\/td>\n | TABLE R804.3.3.3 HIP SUPPORT COLUMN SIZES TABLE R804.3.3.3 HIP SUPPORT COLUMN SIZES <\/td>\n<\/tr>\n | ||||||
| 704<\/td>\n | TABLE R804.3.3.4(1) UPLIFT STRAP CONNECTION REQUIREMENTS HIP SUPPORT COLUMN AT CEILING LINE TABLE R804.3.3.4(1) UPLIFT STRAP CONNECTION REQUIREMENTS HIP SUPPORT COLUMN AT CEILING LINE FIGURE R804.3.3.4(1) JACK RAFTER CONNECTION AT EAVE FIGURE R804.3.3.4(1) JACK RAFTER CONNECTION AT EAVE <\/td>\n<\/tr>\n | ||||||
| 705<\/td>\n | TABLE R804.3.3.4(2) CONNECTION REQUIREMENTS HIP MEMBER TO HIP SUPPORT COLUMN TABLE R804.3.3.4(2) CONNECTION REQUIREMENTS HIP MEMBER TO HIP SUPPORT COLUMN FIGURE R804.3.3.4(2) HIP SUPPORT COLUMN FIGURE R804.3.3.4(2) HIP SUPPORT COLUMN <\/td>\n<\/tr>\n | ||||||
| 706<\/td>\n | TABLE R804.3.3.4(3) UPLIFT STRAP CONNECTION REQUIREMENTS HIP MEMBER TO WALL TABLE R804.3.3.4(3) UPLIFT STRAP CONNECTION REQUIREMENTS HIP MEMBER TO WALL FIGURE R804.3.3.4(3) HIP CONNECTIONS AT RIDGE FIGURE R804.3.3.4(3) HIP CONNECTIONS AT RIDGE <\/td>\n<\/tr>\n | ||||||
| 707<\/td>\n | FIGURE R804.3.3.4(4) HIP CONNECTIONS AT RIDGE AND COX COLUMN FIGURE R804.3.3.4(4) HIP CONNECTIONS AT RIDGE AND COX COLUMN <\/td>\n<\/tr>\n | ||||||
| 708<\/td>\n | FIGURE R804.3.3.4(5) HIP MEMBER CONNECTION AT WALL CORNER FIGURE R804.3.3.4(5) HIP MEMBER CONNECTION AT WALL CORNER FIGURE R804.3.6(1) ROOF OR CEILING OPENING FIGURE R804.3.6(1) ROOF OR CEILING OPENING <\/td>\n<\/tr>\n | ||||||
| 709<\/td>\n | FIGURE R804.3.6(2) HEADER TO TRIMMER CONNECTION FIGURE R804.3.6(2) HEADER TO TRIMMER CONNECTION <\/td>\n<\/tr>\n | ||||||
| 710<\/td>\n | TABLE R804.3.8(1) REQUIRED LENGTHS FOR CEILING DIAPHRAGMS AT GABLE ENDWALLS GYPSUM BOARD SHEATHED, CEILING HEIGHT = 8 FT a, b, c, d, e, f TABLE R804.3.8(1) REQUIRED LENGTHS FOR CEILING DIAPHRAGMS AT GABLE ENDWALLS GYPSUM BOARD SHEATHED, CEILING HEIGHT = 8 FT a, b, c, d, e, f FIGURE R804.3.8(1) CEILING DIAPHRAGM TO GABLE ENDWALL DETAIL FIGURE R804.3.8(1) CEILING DIAPHRAGM TO GABLE ENDWALL DETAIL <\/td>\n<\/tr>\n | ||||||
| 711<\/td>\n | TABLE R804.3.8(2) REQUIRED LENGTHS FOR CEILING DIAPHRAGMS AT GABLE ENDWALLS GYPSUM BOARD SHEATHED CEILING HEIGHT = 9 OR 10 FTa, b, c, d, e, f TABLE R804.3.8(2) REQUIRED LENGTHS FOR CEILING DIAPHRAGMS AT GABLE ENDWALLS GYPSUM BOARD SHEATHED CEILING HEIGHT = 9 OR 10 FTa, b, c, d, e, f FIGURE R804.3.8(2) CEILING DIAPHRAGM TO SIDEWALL DETAIL FIGURE R804.3.8(2) CEILING DIAPHRAGM TO SIDEWALL DETAIL <\/td>\n<\/tr>\n | ||||||
| 712<\/td>\n | TABLE R804.3.8(3) REQUIRED LENGTHS FOR CEILING DIAPHRAGMS AT GABLE ENDWALLS WOOD STRUCTURAL PANEL SHEATHED CEILING HEIGHT = 8, 9 OR 10 FTa, b, c, d TABLE R804.3.8(3) REQUIRED LENGTHS FOR CEILING DIAPHRAGMS AT GABLE ENDWALLS WOOD STRUCTURAL PANEL SHEATHED CEILING HEIGHT = 8, 9 OR 10 FTa, b, c, d <\/td>\n<\/tr>\n | ||||||
| 713<\/td>\n | FIGURE R804.3.8(3) ROOF LOCKING DETAIL FIGURE R804.3.8(3) ROOF LOCKING DETAIL SECTION R805 – CEILING FINISHES SECTION R805 – CEILING FINISHES SECTION R806 – ROOF VENTILATION SECTION R806 – ROOF VENTILATION <\/td>\n<\/tr>\n | ||||||
| 715<\/td>\n | TABLE R806.4 INSULATION FOR CONDENSATION CONTROL TABLE R806.4 INSULATION FOR CONDENSATION CONTROL <\/td>\n<\/tr>\n | ||||||
| 716<\/td>\n | SECTION R807 – ATTIC ACCESS SECTION R807 – ATTIC ACCESS BIBLIOGRAPHY BIBLIOGRAPHY <\/td>\n<\/tr>\n | ||||||
| 717<\/td>\n | CHAPTER 9: ROOF ASSEMBLIES CHAPTER 9: ROOF ASSEMBLIES GENERAL COMMENTS GENERAL COMMENTS PURPOSE PURPOSE SECTION R901 – GENERAL SECTION R901 – GENERAL SECTION R902 – ROOF CLASSIFICATION SECTION R902 – ROOF CLASSIFICATION <\/td>\n<\/tr>\n | ||||||
| 718<\/td>\n | SECTION R903 – WEATHER PROTECTION SECTION R903 – WEATHER PROTECTION <\/td>\n<\/tr>\n | ||||||
| 720<\/td>\n | FIGURE R903.5 HAIL EXPOSURE MAP FIGURE R903.5 HAIL EXPOSURE MAP <\/td>\n<\/tr>\n | ||||||
| 721<\/td>\n | SECTION R904 – MATERIALS SECTION R904 – MATERIALS SECTION R905 – REQUIREMENTS FOR ROOF COVERINGS SECTION R905 – REQUIREMENTS FOR ROOF COVERINGS <\/td>\n<\/tr>\n | ||||||
| 722<\/td>\n | FIGURE R905.2.2(1) ASPHALT ROOFING SHINGLES APPLICATION HIGH SLOPE (4:12 MINIMUM) FIGURE R905.2.2(1) ASPHALT ROOFING SHINGLES APPLICATION HIGH SLOPE (4:12 MINIMUM) FIGURE R905.2.2(2) APPLICATION OF ASPHALT SHINGLE SLOPES BETWEEN 2:12 AND 4:12 FIGURE R905.2.2(2) APPLICATION OF ASPHALT SHINGLE SLOPES BETWEEN 2:12 AND 4:12 <\/td>\n<\/tr>\n | ||||||
| 723<\/td>\n | TABLE R905.2.4.1(1) CLASSIFICATION OF ASPHALT ROOF SHINGLES PER ASTM D 7158 TABLE R905.2.4.1(1) CLASSIFICATION OF ASPHALT ROOF SHINGLES PER ASTM D 7158 TABLE R905.2.4.1(2) CLASSIFICATION OF ASPHALT SHINGLES PER ASTM D 3161 TABLE R905.2.4.1(2) CLASSIFICATION OF ASPHALT SHINGLES PER ASTM D 3161 <\/td>\n<\/tr>\n | ||||||
| 725<\/td>\n | FIGURE R905.2.7 LOW-SLOPE DOUBLE-PLY UNDERLAYMENT APPLICATION FIGURE R905.2.7 LOW-SLOPE DOUBLE-PLY UNDERLAYMENT APPLICATION <\/td>\n<\/tr>\n | ||||||
| 726<\/td>\n | FIGURE R905.2.7.1(1) POSSIBLE WATER DAMAGE FROM AN ICE DAM FIGURE R905.2.7.1(1) POSSIBLE WATER DAMAGE FROM AN ICE DAM FIGURE R905.2.7.1(2) PROTECTIVE ICE BARRIER FIGURE R905.2.7.1(2) PROTECTIVE ICE BARRIER <\/td>\n<\/tr>\n | ||||||
| 727<\/td>\n | TABLE R905.2.8.2 VALLEY LINING MATERIAL TABLE R905.2.8.2 VALLEY LINING MATERIAL FIGURE R905.2.8.2(1) FLASHING FOR OPEN ROOF VALLEY FIGURE R905.2.8.2(1) FLASHING FOR OPEN ROOF VALLEY FIGURE R905.2.8.2(2) FLASHING FOR WOVEN VALLEY FIGURE R905.2.8.2(2) FLASHING FOR WOVEN VALLEY <\/td>\n<\/tr>\n | ||||||
| 728<\/td>\n | FIGURE R905.2.8.3 FLASHING AT SIDE WALL FIGURE R905.2.8.3 FLASHING AT SIDE WALL FIGURE R905.2.8.4 CHIMNEY FLASHING DETAIL FIGURE R905.2.8.4 CHIMNEY FLASHING DETAIL <\/td>\n<\/tr>\n | ||||||
| 729<\/td>\n | FIGURE R905.3 ROLL AND FLAT TILE EXAMPLES FIGURE R905.3 ROLL AND FLAT TILE EXAMPLES <\/td>\n<\/tr>\n | ||||||
| 730<\/td>\n | TABLE R905.3.7 CLAY AND CONCRETE TILE ATTACHMENT TABLE R905.3.7 CLAY AND CONCRETE TILE ATTACHMENT <\/td>\n<\/tr>\n | ||||||
| 731<\/td>\n | FIGURE R905.3.7(1) APPLICATION OF ROLL TILE FIGURE R905.3.7(1) APPLICATION OF ROLL TILE FIGURE R905.3.7(2) TILE ROOF GABLE RAKE SECTION FIGURE R905.3.7(2) TILE ROOF GABLE RAKE SECTION <\/td>\n<\/tr>\n | ||||||
| 732<\/td>\n | FIGURE R905.2.7(3) TILE ROOF EAVE SECTION FIGURE R905.2.7(3) TILE ROOF EAVE SECTION FIGURE R905.3.7(4) TILE ROOF RIDGE SECTION FIGURE R905.3.7(4) TILE ROOF RIDGE SECTION <\/td>\n<\/tr>\n | ||||||
| 733<\/td>\n | FIGURE R905.3.8(1) TILE ROOF FLASHING AT VALLEY FIGURE R905.3.8(1) TILE ROOF FLASHING AT VALLEY FIGURE R905.3.8(2) TILE ROOF FLASHING AT ROOF ABUTTING CHIMNEY\/WALL FIGURE R905.3.8(2) TILE ROOF FLASHING AT ROOF ABUTTING CHIMNEY\/WALL FIGURE R905.3.8(3) TILE ROOF CHIMNEY FLASHING DETAIL FIGURE R905.3.8(3) TILE ROOF CHIMNEY FLASHING DETAIL FIGURE R905.3.8(4) TILE ROOF FLASHING FOR A VENT PIPE FIGURE R905.3.8(4) TILE ROOF FLASHING FOR A VENT PIPE <\/td>\n<\/tr>\n | ||||||
| 736<\/td>\n | TABLE R905.6.5 SLATE SHINGLE HEADLAP TABLE R905.6.5 SLATE SHINGLE HEADLAP <\/td>\n<\/tr>\n | ||||||
| 737<\/td>\n | TABLE R905.7.4 WOOD SHINGLE MATERIAL REQUIREMENTS TABLE R905.7.4 WOOD SHINGLE MATERIAL REQUIREMENTS FIGURE R905.7.4 WOOD SHINGLE GRADE DESCRIPTION AND EXAMPLE LABEL FIGURE R905.7.4 WOOD SHINGLE GRADE DESCRIPTION AND EXAMPLE LABEL <\/td>\n<\/tr>\n | ||||||
| 738<\/td>\n | FIGURE R905.7.5(1) WOOD SHINGLE APPLICATION FIGURE R905.7.5(1) WOOD SHINGLE APPLICATION FIGURE R905.7.5(2) FASTENER PENETRATION FIGURE R905.7.5(2) FASTENER PENETRATION <\/td>\n<\/tr>\n | ||||||
| 739<\/td>\n | TABLE R905.7.5 WOOD SHINGLE WEATHER EXPOSURE AND ROOF SLOPE TABLE R905.7.5 WOOD SHINGLE WEATHER EXPOSURE AND ROOF SLOPE FIGURE R905.7.6 WOOD SHINGLE VALLEY FLASHING FIGURE R905.7.6 WOOD SHINGLE VALLEY FLASHING <\/td>\n<\/tr>\n | ||||||
| 740<\/td>\n | TABLE R905.8.5 WOOD SHAKE MATERIAL REQUIREMENTS TABLE R905.8.5 WOOD SHAKE MATERIAL REQUIREMENTS <\/td>\n<\/tr>\n | ||||||
| 741<\/td>\n | TABLE R905.8.6 WOOD SHAKE WEATHER EXPOSURE AND ROOF SLOPE TABLE R905.8.6 WOOD SHAKE WEATHER EXPOSURE AND ROOF SLOPE <\/td>\n<\/tr>\n | ||||||
| 742<\/td>\n | FIGURE R905.8.6 WOOD SHAKE APPLICATION FIGURE R905.8.6 WOOD SHAKE APPLICATION FIGURE R905.8.7 WOOD SHAKE APPLICATION ON ROOFS WITH SLOPES NOT LESS THAN 3 IN 12 FIGURE R905.8.7 WOOD SHAKE APPLICATION ON ROOFS WITH SLOPES NOT LESS THAN 3 IN 12 <\/td>\n<\/tr>\n | ||||||
| 743<\/td>\n | FIGURE R905.8.9 WOOD SHAKE DESCRIPTION AND EXAMPLE LABELS FIGURE R905.8.9 WOOD SHAKE DESCRIPTION AND EXAMPLE LABELS <\/td>\n<\/tr>\n | ||||||
| 744<\/td>\n | TABLE R905.9.2 BUILT-UP ROOFING MATERIAL STANDARDS TABLE R905.9.2 BUILT-UP ROOFING MATERIAL STANDARDS <\/td>\n<\/tr>\n | ||||||
| 745<\/td>\n | FIGURE R905.9.3(1) BUILT-UP ROOF\u2014NAILABLE DECK APPLICATION FIGURE R905.9.3(1) BUILT-UP ROOF\u2014NAILABLE DECK APPLICATION <\/td>\n<\/tr>\n | ||||||
| 746<\/td>\n | FIGURE R905.9.3(2) BUILT-UP ROOF-APPLICATION TO NONNAILABLE DECK BY SPOT MOPPING FIGURE R905.9.3(2) BUILT-UP ROOF-APPLICATION TO NONNAILABLE DECK BY SPOT MOPPING FIGURE R905.9.3(3) BUILT-UP-APPLICATION TO NONNAILABLE DECK BY SOLID MOPPING FIGURE R905.9.3(3) BUILT-UP-APPLICATION TO NONNAILABLE DECK BY SOLID MOPPING <\/td>\n<\/tr>\n | ||||||
| 747<\/td>\n | TABLE R905.10.3(1) METAL ROOF COVERINGS STANDARDS TABLE R905.10.3(1) METAL ROOF COVERINGS STANDARDS <\/td>\n<\/tr>\n | ||||||
| 748<\/td>\n | TABLE R905.10.3(2) MINIMUM CORROSION RESISTANCE TABLE R905.10.3(2) MINIMUM CORROSION RESISTANCE TABLE R905.11.2 MODIFIED BITUMEN ROOFING MATERIAL STANDARDS TABLE R905.11.2 MODIFIED BITUMEN ROOFING MATERIAL STANDARDS <\/td>\n<\/tr>\n | ||||||
| 750<\/td>\n | SECTION R906 – ROOF INSULATION SECTION R906 – ROOF INSULATION TABLE R906.2 MATERIAL STANDARDS FOR ROOF INSULATION TABLE R906.2 MATERIAL STANDARDS FOR ROOF INSULATION <\/td>\n<\/tr>\n | ||||||
| 751<\/td>\n | SECTION R907 – REROOFING SECTION R907 – REROOFING <\/td>\n<\/tr>\n | ||||||
| 752<\/td>\n | BIBLIOGRAPHY BIBLIOGRAPHY <\/td>\n<\/tr>\n | ||||||
| 757<\/td>\n | CHAPTER 10: CHIMNEYS AND FIREPLACES CHAPTER 10: CHIMNEYS AND FIREPLACES GENERAL COMMENTS GENERAL COMMENTS PURPOSE PURPOSE SECTION R1001 – MASONRY FIREPLACES SECTION R1001 – MASONRY FIREPLACES <\/td>\n<\/tr>\n | ||||||
| 758<\/td>\n | TABLE R1001.1 SUMMARY OF REQUIREMENTS FOR MASONRY FIREPLACES AND CHIMNEYS TABLE R1001.1 SUMMARY OF REQUIREMENTS FOR MASONRY FIREPLACES AND CHIMNEYS <\/td>\n<\/tr>\n | ||||||
| 759<\/td>\n | FIGURE R1001.1 FIREPLACE AND CHIMNEY DETAILS FIGURE R1001.1 FIREPLACE AND CHIMNEY DETAILS <\/td>\n<\/tr>\n | ||||||
| 761<\/td>\n | FIGURE R1001.6(1) SECTION THROUGH FIREPLACE FIGURE R1001.6(1) SECTION THROUGH FIREPLACE <\/td>\n<\/tr>\n | ||||||
| 762<\/td>\n | FIGURE R1001.6(2) RUMFORD FIREPLACE FIGURE R1001.6(2) RUMFORD FIREPLACE <\/td>\n<\/tr>\n | ||||||
| 764<\/td>\n | SECTION R1002 – MASONRY HEATERS SECTION R1002 – MASONRY HEATERS FIGURE R1001.11 CLEARANCE FROM COMBUSTIBLES FIGURE R1001.11 CLEARANCE FROM COMBUSTIBLES <\/td>\n<\/tr>\n | ||||||
| 765<\/td>\n | SECTION R1003 – MASONRY CHIMNEYS SECTION R1003 – MASONRY CHIMNEYS <\/td>\n<\/tr>\n | ||||||
| 766<\/td>\n | FIGURE R1003.2 TYPICAL MASONRY CHIMNEY FIGURE R1003.2 TYPICAL MASONRY CHIMNEY <\/td>\n<\/tr>\n | ||||||
| 767<\/td>\n | FIGURE R1003.5(1) INDIVIDUAL CORBELS FIGURE R1003.5(1) INDIVIDUAL CORBELS FIGURE R1003.5(2) CORBELING FROM FOUNDATION WALL FIGURE R1003.5(2) CORBELING FROM FOUNDATION WALL <\/td>\n<\/tr>\n | ||||||
| 770<\/td>\n | FIGURE R1003.12 MULTIPLE FLUES FIGURE R1003.12 MULTIPLE FLUES <\/td>\n<\/tr>\n | ||||||
| 771<\/td>\n | TABLE R1003.14(1) NET CROSS\u2013SECTIONAL AREA OF ROUND FLUE SIZESa TABLE R1003.14(1) NET CROSS\u2013SECTIONAL AREA OF ROUND FLUE SIZESa TABLE R1003.14(2) NET CROSS\u2013SECTIONAL AREA OF SQUARE AND RECTANGULAR FLUE SIZES TABLE R1003.14(2) NET CROSS\u2013SECTIONAL AREA OF SQUARE AND RECTANGULAR FLUE SIZES FIGURE R1003.15.1 MULTIPLE FLUES FIGURE R1003.15.1 MULTIPLE FLUES <\/td>\n<\/tr>\n | ||||||
| 772<\/td>\n | FIGURE R1003.15.2 FLUE SIZES FOR MASONRY CHIMNEYS FIGURE R1003.15.2 FLUE SIZES FOR MASONRY CHIMNEYS <\/td>\n<\/tr>\n | ||||||
| 773<\/td>\n | FIGURE R1003.16 CHIMNEY WITH INLET\u2013MINIMUM CLEARANCES TO COMBUSTIBLE FIRESTOPPING FIGURE R1003.16 CHIMNEY WITH INLET\u2013MINIMUM CLEARANCES TO COMBUSTIBLE FIRESTOPPING <\/td>\n<\/tr>\n | ||||||
| 774<\/td>\n | TABLE R1003.20 CRICKET DIMENSIONS TABLE R1003.20 CRICKET DIMENSIONS FIGURE R1003.18 CLEARANCE FROM COMBUSTIBLES FIGURE R1003.18 CLEARANCE FROM COMBUSTIBLES <\/td>\n<\/tr>\n | ||||||
| 775<\/td>\n | FIGURE R1003.20 CHIMNEY CRICKET FIGURE R1003.20 CHIMNEY CRICKET SECTION R1004 – FACTORY-BUILT FIREPLACES SECTION R1004 – FACTORY-BUILT FIREPLACES SECTION R1005 – FACTORY-BUILT CHIMNEYS SECTION R1005 – FACTORY-BUILT CHIMNEYS <\/td>\n<\/tr>\n | ||||||
| 776<\/td>\n | FIGURE R1005.6 EXAMPLE OF FACTORY-BUILT FIREPLACE AND CHIMNEY FIGURE R1005.6 EXAMPLE OF FACTORY-BUILT FIREPLACE AND CHIMNEY SECTION R1006 – EXTERIOR AIR SUPPLY SECTION R1006 – EXTERIOR AIR SUPPLY <\/td>\n<\/tr>\n | ||||||
| 779<\/td>\n | PART IV – ENERGY CONSERVATION PART IV – ENERGY CONSERVATION CHAPTER 11: ENERGY EFFICIENCY CHAPTER 11: ENERGY EFFICIENCY GENERAL COMMENTS GENERAL COMMENTS PURPOSE PURPOSE SECTION N1101 – GENERAL SECTION N1101 – GENERAL <\/td>\n<\/tr>\n | ||||||
| 780<\/td>\n | FIGURE N1101.1(1) CONDITIONED ENVELOPE FIGURE N1101.1(1) CONDITIONED ENVELOPE FIGURE N1101.1(2) BUILDING ENVELOPE FIGURE N1101.1(2) BUILDING ENVELOPE <\/td>\n<\/tr>\n | ||||||
| 781<\/td>\n | FIGURE N1101.2 CLIMATE ZONES FIGURE N1101.2 CLIMATE ZONES <\/td>\n<\/tr>\n | ||||||
| 782<\/td>\n | TABLE N1101.2 CLIMATE ZONES, MOISTURE REGIMES AND WARM-HUMID DESIGNATIONS BY STATE, COUNTY AND TERRITORY TABLE N1101.2 CLIMATE ZONES, MOISTURE REGIMES AND WARM-HUMID DESIGNATIONS BY STATE, COUNTY AND TERRITORY <\/td>\n<\/tr>\n | ||||||
| 783<\/td>\n | TABLE N1101.2\u2014continued CLIMATE ZONES, MOISTURE REGIMES AND WARM-HUMID DESIGNATIONS BY STATE, COUNTY AND TERRITORY TABLE N1101.2\u2014continued CLIMATE ZONES, MOISTURE REGIMES AND WARM-HUMID DESIGNATIONS BY STATE, COUNTY AND TERRITORY <\/td>\n<\/tr>\n | ||||||
| 784<\/td>\n | TABLE N1101.2\u2014continued CLIMATE ZONES, MOISTURE REGIMES AND WARM-HUMID DESIGNATIONS BY STATE, COUNTY AND TERRITORY TABLE N1101.2\u2014continued CLIMATE ZONES, MOISTURE REGIMES AND WARM-HUMID DESIGNATIONS BY STATE, COUNTY AND TERRITORY <\/td>\n<\/tr>\n | ||||||
| 785<\/td>\n | TABLE N1101.2\u2014continued CLIMATE ZONES, MOISTURE REGIMES AND WARM-HUMID DESIGNATIONS BY STATE, COUNTY AND TERRITORY TABLE N1101.2\u2014continued CLIMATE ZONES, MOISTURE REGIMES AND WARM-HUMID DESIGNATIONS BY STATE, COUNTY AND TERRITORY <\/td>\n<\/tr>\n | ||||||
| 786<\/td>\n | TABLE N1101.2\u2014continued CLIMATE ZONES, MOISTURE REGIMES AND WARM-HUMID DESIGNATIONS BY STATE, COUNTY AND TERRITORY TABLE N1101.2\u2014continued CLIMATE ZONES, MOISTURE REGIMES AND WARM-HUMID DESIGNATIONS BY STATE, COUNTY AND TERRITORY <\/td>\n<\/tr>\n | ||||||
| 787<\/td>\n | TABLE N1101.2\u2014continued CLIMATE ZONES, MOISTURE REGIMES AND WARM-HUMID DESIGNATIONS BY STATE, COUNTY AND TERRITORY TABLE N1101.2\u2014continued CLIMATE ZONES, MOISTURE REGIMES AND WARM-HUMID DESIGNATIONS BY STATE, COUNTY AND TERRITORY <\/td>\n<\/tr>\n | ||||||
| 788<\/td>\n | TABLE N1101.2\u2014continued CLIMATE ZONES, MOISTURE REGIMES AND WARM-HUMID DESIGNATIONS BY STATE, COUNTY AND TERRITO TABLE N1101.2\u2014continued CLIMATE ZONES, MOISTURE REGIMES AND WARM-HUMID DESIGNATIONS BY STATE, COUNTY AND TERRITO <\/td>\n<\/tr>\n | ||||||
| 789<\/td>\n | TABLE N1101.2\u2014continued CLIMATE ZONES, MOISTURE REGIMES AND WARM-HUMID DESIGNATIONS BY STATE, COUNTY AND TERRITORY TABLE N1101.2\u2014continued CLIMATE ZONES, MOISTURE REGIMES AND WARM-HUMID DESIGNATIONS BY STATE, COUNTY AND TERRITORY <\/td>\n<\/tr>\n | ||||||
| 790<\/td>\n | TABLE N1101.2\u2014continued CLIMATE ZONES, MOISTURE REGIMES AND WARM-HUMID DESIGNATIONS BY STATE, COUNTY AND TERRITOR TABLE N1101.2\u2014continued CLIMATE ZONES, MOISTURE REGIMES AND WARM-HUMID DESIGNATIONS BY STATE, COUNTY AND TERRITOR <\/td>\n<\/tr>\n | ||||||
| 791<\/td>\n | TABLE N1101.2\u2014continued CLIMATE ZONES, MOISTURE REGIMES AND WARM-HUMID DESIGNATIONS BY STATE, COUNTY AND TERRITO TABLE N1101.2\u2014continued CLIMATE ZONES, MOISTURE REGIMES AND WARM-HUMID DESIGNATIONS BY STATE, COUNTY AND TERRITO <\/td>\n<\/tr>\n | ||||||
| 792<\/td>\n | TABLE N1101.2\u2014continued CLIMATE ZONES, MOISTURE REGIMES AND WARM-HUMID DESIGNATIONS BY STATE, COUNTY AND TERRITORY TABLE N1101.2\u2014continued CLIMATE ZONES, MOISTURE REGIMES AND WARM-HUMID DESIGNATIONS BY STATE, COUNTY AND TERRITORY <\/td>\n<\/tr>\n | ||||||
| 793<\/td>\n | FIGURE N1101.3(1) INSULATION R-VALUE STAMP FIGURE N1101.3(1) INSULATION R-VALUE STAMP FIGURE N1101.3(2) NATIONAL FENESTRATION RATING COUNCIL LABEL FIGURE N1101.3(2) NATIONAL FENESTRATION RATING COUNCIL LABEL <\/td>\n<\/tr>\n | ||||||
| 794<\/td>\n | TABLE N1101.5(1) DEFAULT GLAZED FENESTRATION U-FACTORS TABLE N1101.5(1) DEFAULT GLAZED FENESTRATION U-FACTORS TABLE N1101.5(2) DEFAULT DOOR U-FACTORS TABLE N1101.5(2) DEFAULT DOOR U-FACTORS TABLE N1101.5(3) DEFAULT GLAZED FENESTRATION SHGC TABLE N1101.5(3) DEFAULT GLAZED FENESTRATION SHGC <\/td>\n<\/tr>\n | ||||||
| 796<\/td>\n | FIGURE N1101.9 CERTIFICATE FIGURE N1101.9 CERTIFICATE <\/td>\n<\/tr>\n | ||||||
| 797<\/td>\n | SECTION N1102 – BUILDING THERMAL ENVELOPE SECTION N1102 – BUILDING THERMAL ENVELOPE <\/td>\n<\/tr>\n | ||||||
| 798<\/td>\n | TABLE N1102.1 INSULATION AND FENESTRATION REQUIREMENTS BY COMPONENTa TABLE N1102.1 INSULATION AND FENESTRATION REQUIREMENTS BY COMPONENTa <\/td>\n<\/tr>\n | ||||||
| 799<\/td>\n | FIGURE N1102.1.1 EXTERIOR R-VALUES FIGURE N1102.1.1 EXTERIOR R-VALUES <\/td>\n<\/tr>\n | ||||||
| 800<\/td>\n | TABLE N1102.1.2 EQUIVALENT U-FACTOR TABLE N1102.1.2 EQUIVALENT U-FACTOR <\/td>\n<\/tr>\n | ||||||
| 802<\/td>\n | FIGURE N1102.2.1(1) TYPICAL ROOF ASSEMBLY FIGURE N1102.2.1(1) TYPICAL ROOF ASSEMBLY <\/td>\n<\/tr>\n | ||||||
| 803<\/td>\n | FIGURE N1102.2.1(2) RAISED-HEEL TRUSS FIGURE N1102.2.1(2) RAISED-HEEL TRUSS <\/td>\n<\/tr>\n | ||||||
| 804<\/td>\n | FIGURE 1102.2.4(1) EXTERIOR INSULATION FIGURE 1102.2.4(1) EXTERIOR INSULATION FIGURE 1102.2.4(2) INTERIOR INSULATION FIGURE 1102.2.4(2) INTERIOR INSULATION <\/td>\n<\/tr>\n | ||||||
| 805<\/td>\n | TABLE N1102.2.5 STEEL-FRAME CEILING, WALL AND FLOOR INSULATION (R-VALUE) TABLE N1102.2.5 STEEL-FRAME CEILING, WALL AND FLOOR INSULATION (R-VALUE) <\/td>\n<\/tr>\n | ||||||
| 806<\/td>\n | FIGURE N1102.2.7(1) WALK-OUT BASEMENT FIGURE N1102.2.7(1) WALK-OUT BASEMENT <\/td>\n<\/tr>\n | ||||||
| 807<\/td>\n | FIGURE N1102.2.7(2) WALK-OUT BASEMENT FIGURE N1102.2.7(2) WALK-OUT BASEMENT <\/td>\n<\/tr>\n | ||||||
| 808<\/td>\n | FIGURE N1102.2.8 SLAB-EDGE INSULATION METHODS FIGURE N1102.2.8 SLAB-EDGE INSULATION METHODS <\/td>\n<\/tr>\n | ||||||
| 809<\/td>\n | FIGURE N1102.2.9 CRAWL SPACE WALL INSULATION FIGURE N1102.2.9 CRAWL SPACE WALL INSULATION <\/td>\n<\/tr>\n | ||||||
| 813<\/td>\n | FIGURE N1102.4 TYPICAL SOURCES OF AIR LEAKAGE FIGURE N1102.4 TYPICAL SOURCES OF AIR LEAKAGE <\/td>\n<\/tr>\n | ||||||
| 815<\/td>\n | TABLE N1102.4.2 AIR BARRIER AND INSULATION INSPECTION TABLE N1102.4.2 AIR BARRIER AND INSULATION INSPECTION <\/td>\n<\/tr>\n | ||||||
| 816<\/td>\n | SECTION N1103 – SYSTEMS SECTION N1103 – SYSTEMS FIGURE N1102.4.3 IC-RATED RECESSED LIGHT FIGURE N1102.4.3 IC-RATED RECESSED LIGHT <\/td>\n<\/tr>\n | ||||||
| 819<\/td>\n | SECTION N1104 LIGHTING SYSTEMS SECTION N1104 LIGHTING SYSTEMS BIBLIOGRAPHY BIBLIOGRAPHY <\/td>\n<\/tr>\n | ||||||
| 821<\/td>\n | INDEX INDEX <\/td>\n<\/tr>\n | ||||||
| 833<\/td>\n | ICC MEMBERSHIP BENEFITS ICC MEMBERSHIP BENEFITS <\/td>\n<\/tr>\n | ||||||
| 834<\/td>\n | MUST HAVE TOOLS FOR YOUR IRC\u00ae MUST HAVE TOOLS FOR YOUR IRC\u00ae <\/td>\n<\/tr>\n | ||||||
| 835<\/td>\n | NEW GUIDELINES FOR GOING GREEN NEW GUIDELINES FOR GOING GREEN <\/td>\n<\/tr>\n | ||||||
| 836<\/td>\n | GO-TO RESOURCES FOR YOU I-CODE GO-TO RESOURCES FOR YOU I-CODE <\/td>\n<\/tr>\n | ||||||
| 837<\/td>\n | 2009 INTERNATIONAL RESIDENTIAL CODE\u00ae AND COMMENTARY VOLUME II 2009 INTERNATIONAL RESIDENTIAL CODE\u00ae AND COMMENTARY VOLUME II <\/td>\n<\/tr>\n | ||||||
| 838<\/td>\n | COPYRIGHT\u00a92010 COPYRIGHT\u00a92010 <\/td>\n<\/tr>\n | ||||||
| 839<\/td>\n | PREFACE PREFACE <\/td>\n<\/tr>\n | ||||||
| 841<\/td>\n | TABLE OF CONTENTS TABLE OF CONTENTS <\/td>\n<\/tr>\n | ||||||
| 845<\/td>\n | PART V – MECHANICAL PART V – MECHANICAL CHAPTER 12: MECHANICAL ADMINISTRATION CHAPTER 12: MECHANICAL ADMINISTRATION GENERAL COMMENTS GENERAL COMMENTS PURPOSE PURPOSE SECTION M1201 – GENERAL SECTION M1201 – GENERAL SECTION M1202 – EXISTING MECHANICAL SYSTEMS SECTION M1202 – EXISTING MECHANICAL SYSTEMS <\/td>\n<\/tr>\n | ||||||
| 846<\/td>\n | BIBLIOGRAPHY BIBLIOGRAPHY <\/td>\n<\/tr>\n | ||||||
| 847<\/td>\n | CHAPTER 13: GENERAL MECHANICAL SYSTEM REQUIREMENTS CHAPTER 13: GENERAL MECHANICAL SYSTEM REQUIREMENTS GENERAL COMMENTS GENERAL COMMENTS PURPOSE PURPOSE SECTION M1301 – GENERAL SECTION M1301 – GENERAL SECTION M1302 – APPROVAL SECTION M1302 – APPROVAL <\/td>\n<\/tr>\n | ||||||
| 848<\/td>\n | SECTION M1303 – LABELING OF APPLIANCES SECTION M1303 – LABELING OF APPLIANCES SECTION M1304 – TYPE OF FUEL SECTION M1304 – TYPE OF FUEL <\/td>\n<\/tr>\n | ||||||
| 849<\/td>\n | FIGURE M1303.1 – TYPICAL LABEL FOR A CATEGORY I GAS-FIRED FURNACE(Courtesy of The Trane Company, and American Standard Company) FIGURE M1303.1 – TYPICAL LABEL FOR A CATEGORY I GAS-FIRED FURNACE(Courtesy of The Trane Company, and American Standard Company) SECTION M1305 – APPLIANCE ACCESS SECTION M1305 – APPLIANCE ACCESS <\/td>\n<\/tr>\n | ||||||
| 851<\/td>\n | FIGURE M1305.1.3 – REMOTE LOCATION REQUIREMENTS (ATTIC INSTALLATION) FIGURE M1305.1.3 – REMOTE LOCATION REQUIREMENTS (ATTIC INSTALLATION) <\/td>\n<\/tr>\n | ||||||
| 852<\/td>\n | SECTION M1306 – CLEARANCES FROM COMBUSTIBLE CONSTRUCTION SECTION M1306 – CLEARANCES FROM COMBUSTIBLE CONSTRUCTION FIGURE M1306.1 – REDUCED CLEARANCE DIAGRAM FIGURE M1306.1 – REDUCED CLEARANCE DIAGRAM <\/td>\n<\/tr>\n | ||||||
| 853<\/td>\n | FIGURE M1306.2 – WALL PROTECTOR CLEARANCE REDUCTION SYSTEM FIGURE M1306.2 – WALL PROTECTOR CLEARANCE REDUCTION SYSTEM <\/td>\n<\/tr>\n | ||||||
| 854<\/td>\n | SECTION M1307 – APPLIANCE INSTALLATION SECTION M1307 – APPLIANCE INSTALLATION <\/td>\n<\/tr>\n | ||||||
| 855<\/td>\n | TABLE M1306.2 – REDUCTION OF CLEARANCES WITH SPECIFIED FORMS OF PROTECTIONa, c, d, e, f, g, h, I, j, k, l TABLE M1306.2 – REDUCTION OF CLEARANCES WITH SPECIFIED FORMS OF PROTECTIONa, c, d, e, f, g, h, I, j, k, l <\/td>\n<\/tr>\n | ||||||
| 856<\/td>\n | FIGURE M1307.2 – ANCHORAGE OF WATER HEATER FIGURE M1307.2 – ANCHORAGE OF WATER HEATER <\/td>\n<\/tr>\n | ||||||
| 857<\/td>\n | FIGURE M1307.3 – OIL-FIRED WATER HEATER INSTALLATION IN A GARAGE FIGURE M1307.3 – OIL-FIRED WATER HEATER INSTALLATION IN A GARAGE <\/td>\n<\/tr>\n | ||||||
| 858<\/td>\n | FIGURE M1307.3.1 – TYPICAL MOTOR VEHICLE IMPACT PROTECTION FIGURE M1307.3.1 – TYPICAL MOTOR VEHICLE IMPACT PROTECTION <\/td>\n<\/tr>\n | ||||||
| 859<\/td>\n | SECTION M1308 – MECHANICAL SYSTEMS INSTALLATION SECTION M1308 – MECHANICAL SYSTEMS INSTALLATION <\/td>\n<\/tr>\n | ||||||
| 860<\/td>\n | FIGURE M1308.2 – PIPE PROTECTION FIGURE M1308.2 – PIPE PROTECTION BIBLIOGRAPHY BIBLIOGRAPHY <\/td>\n<\/tr>\n | ||||||
| 863<\/td>\n | CHAPTER 14: HEATING AND COOLING EQUIPMENT CHAPTER 14: HEATING AND COOLING EQUIPMENT GENERAL COMMENTS GENERAL COMMENTS PURPOSE PURPOSE SECTION M1401 – GENERAL SECTION M1401 – GENERAL <\/td>\n<\/tr>\n | ||||||
| 864<\/td>\n | SECTION M1402 – CENTRAL FURNACES SECTION M1402 – CENTRAL FURNACES SECTION M1403 – HEAT PUMP EQUIPMENT SECTION M1403 – HEAT PUMP EQUIPMENT <\/td>\n<\/tr>\n | ||||||
| 865<\/td>\n | SECTION M1404 – REFRIGERATION COOLING EQUIPMENT SECTION M1404 – REFRIGERATION COOLING EQUIPMENT SECTION M1405 – BASEBOARD CONVECTORS SECTION M1405 – BASEBOARD CONVECTORS SECTION M1406 – RADIANT HEATING SYSTEMS SECTION M1406 – RADIANT HEATING SYSTEMS FIGURE M1405.1 – TYPICAL ELECTRICAL BASEBOARD CONVECTOR FIGURE M1405.1 – TYPICAL ELECTRICAL BASEBOARD CONVECTOR <\/td>\n<\/tr>\n | ||||||
| 866<\/td>\n | SECTION M1407 – DUCT HEATERS SECTION M1407 – DUCT HEATERS SECTION M1408 – VENTED FLOOR FURNACES SECTION M1408 – VENTED FLOOR FURNACES <\/td>\n<\/tr>\n | ||||||
| 867<\/td>\n | FIGURE M1408.3 FLOOR FURNACE CLEARANCES FIGURE M1408.3 FLOOR FURNACE CLEARANCES <\/td>\n<\/tr>\n | ||||||
| 868<\/td>\n | SECTION M1409 – VENTED WALL FURNACES SECTION M1409 – VENTED WALL FURNACES SECTION M1410 – VENTED ROOM HEATERS SECTION M1410 – VENTED ROOM HEATERS <\/td>\n<\/tr>\n | ||||||
| 869<\/td>\n | SECTION M1411 – HEATING AND COOLING EQUIPMENT SECTION M1411 – HEATING AND COOLING EQUIPMENT <\/td>\n<\/tr>\n | ||||||
| 870<\/td>\n | FIGURE M1411.3.1(1) – CONDENSATE OVERFLOW SHUTOFF SWITCH INSTALLED IN A PAN FIGURE M1411.3.1(1) – CONDENSATE OVERFLOW SHUTOFF SWITCH INSTALLED IN A PAN FIGURE M1411.3.1(2) – CONDENSATE OVERFLOW SHUTOFF SWITCH INSTALLED IN THE OVERFLOW DRAIN LINE FIGURE M1411.3.1(2) – CONDENSATE OVERFLOW SHUTOFF SWITCH INSTALLED IN THE OVERFLOW DRAIN LINE <\/td>\n<\/tr>\n | ||||||
| 871<\/td>\n | FIGURE M1411.3.1(3) – CONDENSATE OVERFLOW SHUTOFF SWITCH INSTALLED IN THE OUTLET OF THE AUXILIARY PAN FIGURE M1411.3.1(3) – CONDENSATE OVERFLOW SHUTOFF SWITCH INSTALLED IN THE OUTLET OF THE AUXILIARY PAN FIGURE M1411.3.3(1) – UNACCEPTABLE APPLIANCE AND PAN INSTALLATION FIGURE M1411.3.3(1) – UNACCEPTABLE APPLIANCE AND PAN INSTALLATION <\/td>\n<\/tr>\n | ||||||
| 872<\/td>\n | FIGURE M1411.3.3(2) – ACCEPTABLE APPLIANCE AND PAN INSTALLATION FIGURE M1411.3.3(2) – ACCEPTABLE APPLIANCE AND PAN INSTALLATION SECTION M1412 – ABSORPTION COOLING EQUIPMENT SECTION M1412 – ABSORPTION COOLING EQUIPMENT <\/td>\n<\/tr>\n | ||||||
| 873<\/td>\n | FIGURE M1411.6(1) – INSTALLATION OF LOCKING CAPS FOR REFRIGERANT ACCESS PORT FIGURE M1411.6(1) – INSTALLATION OF LOCKING CAPS FOR REFRIGERANT ACCESS PORT FIGURE M1411.6(2) – REFRIGERANT LOCKING CAPS AND TOOLS FIGURE M1411.6(2) – REFRIGERANT LOCKING CAPS AND TOOLS FIGURE M1411.6(3) – REFRIGERANT LABELS FOR LOCKING CAPS FIGURE M1411.6(3) – REFRIGERANT LABELS FOR LOCKING CAPS FIGURE M1411.6(4) – SPECIAL REMOVAL TOOLS FOR REFRIGERANT LOCKING CAPS FIGURE M1411.6(4) – SPECIAL REMOVAL TOOLS FOR REFRIGERANT LOCKING CAPS SECTION M1413 – EVAPORATIVE COOLING EQUIPMENT SECTION M1413 – EVAPORATIVE COOLING EQUIPMENT <\/td>\n<\/tr>\n | ||||||
| 874<\/td>\n | SECTION 1414 – FIREPLACE STOVES SECTION 1414 – FIREPLACE STOVES SECTION M1415 – MASONRY HEATERS SECTION M1415 – MASONRY HEATERS BIBLIOGRAPHY BIBLIOGRAPHY <\/td>\n<\/tr>\n | ||||||
| 875<\/td>\n | CHAPTER 15: EXHAUST SYSTEMS CHAPTER 15: EXHAUST SYSTEMS GENERAL COMMENTS GENERAL COMMENTS PURPOSE PURPOSE SECTION M1501 GENERAL SECTION M1501 GENERAL <\/td>\n<\/tr>\n | ||||||
| 876<\/td>\n | SECTION M1502 CLOTHES DRYER EXHAUST SECTION M1502 CLOTHES DRYER EXHAUST <\/td>\n<\/tr>\n | ||||||
| 878<\/td>\n | TABLE M1502.4.4.1 DRYER EXHAUST DUCT FITTING EQUIVALENT LENGTH TABLE M1502.4.4.1 DRYER EXHAUST DUCT FITTING EQUIVALENT LENGTH <\/td>\n<\/tr>\n | ||||||
| 879<\/td>\n | SECTION M1503 RANGE HOODS SECTION M1503 RANGE HOODS FIGURE M1502.4.5 EXAMPLE OF A DRYER EXHAUST LENGTH LABEL FIGURE M1502.4.5 EXAMPLE OF A DRYER EXHAUST LENGTH LABEL <\/td>\n<\/tr>\n | ||||||
| 880<\/td>\n | SECTION M1504 INSTALLATION OF MICROWAVE OVENS SECTION M1504 INSTALLATION OF MICROWAVE OVENS SECTION M1505 OVERHEAD EXHAUST HOODS SECTION M1505 OVERHEAD EXHAUST HOODS <\/td>\n<\/tr>\n | ||||||
| 881<\/td>\n | SECTION M1506 EXHAUST DUCTS SECTION M1506 EXHAUST DUCTS SECTION M1507 MECHANICAL VENTILATION SECTION M1507 MECHANICAL VENTILATION TABLE M1507.3 MINIMUM REQUIRED EXHAUST RATES FOR ONE- AND TWO-FAMILY DWELLINGS TABLE M1507.3 MINIMUM REQUIRED EXHAUST RATES FOR ONE- AND TWO-FAMILY DWELLINGS BIBLIOGRAPHY BIBLIOGRAPHY <\/td>\n<\/tr>\n | ||||||
| 883<\/td>\n | CHAPTER 16: DUCT SYSTEMS CHAPTER 16: DUCT SYSTEMS GENERAL COMMENTS GENERAL COMMENTS PURPOSE PURPOSE SECTION M1601 – DUCT CONSTRUCTION SECTION M1601 – DUCT CONSTRUCTION <\/td>\n<\/tr>\n | ||||||
| 885<\/td>\n | TABLE M1601.1.1(1) – CLASSIFICATION OF FACTORY-MADE AIR DUCTS TABLE M1601.1.1(1) – CLASSIFICATION OF FACTORY-MADE AIR DUCTS TABLE M1601.1.1(2) – GAGES OF METAL DUCTS AND PLENUMS USED FOR HEATING OR COOLING TABLE M1601.1.1(2) – GAGES OF METAL DUCTS AND PLENUMS USED FOR HEATING OR COOLING <\/td>\n<\/tr>\n | ||||||
| 886<\/td>\n | FIGURE M1601.1.1(1) – ACCEPTABLE STUD AND JOIST-SPACE INSTALLATION FIGURE M1601.1.1(1) – ACCEPTABLE STUD AND JOIST-SPACE INSTALLATION <\/td>\n<\/tr>\n | ||||||
| 887<\/td>\n | FIGURE M1601.1.1(2) – UNACCEPTABLE STUD AND JOIST-SPACE PLENUM INSTALLATION FIGURE M1601.1.1(2) – UNACCEPTABLE STUD AND JOIST-SPACE PLENUM INSTALLATION <\/td>\n<\/tr>\n | ||||||
| 891<\/td>\n | FIGURE M1601.4.1 – INSTALLATION INSTRUCTIONS FOR FLEXIBLE AIR DUCTS AND AIR CONNECTORS(Courtesy of Air Diffusion Council) FIGURE M1601.4.1 – INSTALLATION INSTRUCTIONS FOR FLEXIBLE AIR DUCTS AND AIR CONNECTORS(Courtesy of Air Diffusion Council) <\/td>\n<\/tr>\n | ||||||
| 892<\/td>\n | FIGURE M1601.4.1\u2014continued – INSTALLATION INSTRUCTIONS FOR FLEXIBLE AIR DUCTS AND AIR CONNECTORS(Courtesy of Air Diffusion Council) FIGURE M1601.4.1\u2014continued – INSTALLATION INSTRUCTIONS FOR FLEXIBLE AIR DUCTS AND AIR CONNECTORS(Courtesy of Air Diffusion Council) <\/td>\n<\/tr>\n | ||||||
| 893<\/td>\n | FIGURE M1601.4.1\u2014continued – INSTALLATION INSTRUCTIONS FOR FLEXIBLE AIR DUCTS AND AIR CONNECTORS(Courtesy of Air Diffusion Council) FIGURE M1601.4.1\u2014continued – INSTALLATION INSTRUCTIONS FOR FLEXIBLE AIR DUCTS AND AIR CONNECTORS(Courtesy of Air Diffusion Council) <\/td>\n<\/tr>\n | ||||||
| 894<\/td>\n | FIGURE M1601.4.1\u2014continued – INSTALLATION INSTRUCTIONS FOR FLEXIBLE AIR DUCTS AND AIR CONNECTORS(Courtesy of Air Diffusion Council) FIGURE M1601.4.1\u2014continued – INSTALLATION INSTRUCTIONS FOR FLEXIBLE AIR DUCTS AND AIR CONNECTORS(Courtesy of Air Diffusion Council) <\/td>\n<\/tr>\n | ||||||
| 895<\/td>\n | FIGURE M1601.4.1\u2014continued – INSTALLATION INSTRUCTIONS FOR FLEXIBLE AIR DUCTS AND AIR CONNECTORS(Courtesy of Air Diffusion Council) FIGURE M1601.4.1\u2014continued – INSTALLATION INSTRUCTIONS FOR FLEXIBLE AIR DUCTS AND AIR CONNECTORS(Courtesy of Air Diffusion Council) <\/td>\n<\/tr>\n | ||||||
| 896<\/td>\n | FIGURE M1601.4.1\u2014continued – INSTALLATION INSTRUCTIONS FOR FLEXIBLE AIR DUCTS AND AIR CONNECTORS(Courtesy of Air Diffusion Council) FIGURE M1601.4.1\u2014continued – INSTALLATION INSTRUCTIONS FOR FLEXIBLE AIR DUCTS AND AIR CONNECTORS(Courtesy of Air Diffusion Council) <\/td>\n<\/tr>\n | ||||||
| 897<\/td>\n | FIGURE M1601.4.1\u2014continued – INSTALLATION INSTRUCTIONS FOR FLEXIBLE AIR DUCTS AND AIR CONNECTORS(Courtesy of Air Diffusion Council) FIGURE M1601.4.1\u2014continued – INSTALLATION INSTRUCTIONS FOR FLEXIBLE AIR DUCTS AND AIR CONNECTORS(Courtesy of Air Diffusion Council) <\/td>\n<\/tr>\n | ||||||
| 898<\/td>\n | FIGURE M1601.5 – UNDER-FLOOR PLENUM FIGURE M1601.5 – UNDER-FLOOR PLENUM <\/td>\n<\/tr>\n | ||||||
| 899<\/td>\n | SECTION M1602 – RETURN AIR SECTION M1602 – RETURN AIR <\/td>\n<\/tr>\n | ||||||
| 900<\/td>\n | BIBLIOGRAPHY BIBLIOGRAPHY <\/td>\n<\/tr>\n | ||||||
| 901<\/td>\n | CHAPTER 17: COMBUSTION AIR CHAPTER 17: COMBUSTION AIR GENERAL COMMENTS GENERAL COMMENTS PURPOSE PURPOSE SECTION M1701 – GENERAL SECTION M1701 – GENERAL <\/td>\n<\/tr>\n | ||||||
| 902<\/td>\n | BIBLIOGRAPHY BIBLIOGRAPHY <\/td>\n<\/tr>\n | ||||||
| 903<\/td>\n | CHAPTER 18: CHIMNEYS AND VENTS CHAPTER 18: CHIMNEYS AND VENTS GENERAL COMMENTS GENERAL COMMENTS PURPOSE PURPOSE SECTION M1801 – GENERAL SECTION M1801 – GENERAL <\/td>\n<\/tr>\n | ||||||
| 906<\/td>\n | FIGURE M1801.7 – VENT SUPPORT FIGURE M1801.7 – VENT SUPPORT <\/td>\n<\/tr>\n | ||||||
| 907<\/td>\n | SECTION M1802 – VENT COMPONENTS SECTION M1802 – VENT COMPONENTS FIGURE M1802.3 – DRAFT HOODS AND DRAFT REGULATORS FIGURE M1802.3 – DRAFT HOODS AND DRAFT REGULATORS <\/td>\n<\/tr>\n | ||||||
| 908<\/td>\n | SECTION M1803 – CHIMNEY AND VENT CONNECTORS SECTION M1803 – CHIMNEY AND VENT CONNECTORS TABLE M1803.2 – THICKNESS FOR SINGLE-WALL METAL PIPE CONNECTORS TABLE M1803.2 – THICKNESS FOR SINGLE-WALL METAL PIPE CONNECTORS <\/td>\n<\/tr>\n | ||||||
| 909<\/td>\n | TABLE M1803.3.4 – CHIMNEY AND VENT CONNECTOR CLEARANCES TO COMBUSTIBLE MATERIALSa TABLE M1803.3.4 – CHIMNEY AND VENT CONNECTOR CLEARANCES TO COMBUSTIBLE MATERIALSa <\/td>\n<\/tr>\n | ||||||
| 910<\/td>\n | SECTION M1804 – VENTS SECTION M1804 – VENTS TABLE M1804.1 – VENT SELECTION CHART TABLE M1804.1 – VENT SELECTION CHART <\/td>\n<\/tr>\n | ||||||
| 911<\/td>\n | FIGURE M1804.2.1 – VENT TERMINATION THROUGH A ROOF FIGURE M1804.2.1 – VENT TERMINATION THROUGH A ROOF <\/td>\n<\/tr>\n | ||||||
| 913<\/td>\n | SECTION M1805 – MASONRY AND FACTORY-BUILT CHIMNEYS SECTION M1805 – MASONRY AND FACTORY-BUILT CHIMNEYS BIBLIOGRAPHY BIBLIOGRAPHY <\/td>\n<\/tr>\n | ||||||
| 915<\/td>\n | CHAPTER 19: SPECIAL FUEL-BURNING EQUIPMENT CHAPTER 19: SPECIAL FUEL-BURNING EQUIPMENT GENERAL COMMENTS GENERAL COMMENTS PURPOSE PURPOSE SECTION M1901 – RANGES AND OVENS SECTION M1901 – RANGES AND OVENS SECTION M1902 – SAUNA HEATERS SECTION M1902 – SAUNA HEATERS <\/td>\n<\/tr>\n | ||||||
| 916<\/td>\n | SECTION M1903 – STATIONARY FUEL CELL POWER PLANTS SECTION M1903 – STATIONARY FUEL CELL POWER PLANTS FIGURE M1903.1(1) – TYPICAL FUEL CELL COMPONENTS FIGURE M1903.1(1) – TYPICAL FUEL CELL COMPONENTS <\/td>\n<\/tr>\n | ||||||
| 917<\/td>\n | SECTION M1904 – GASEOUS HYDROGEN SYSTEMS SECTION M1904 – GASEOUS HYDROGEN SYSTEMS FIGURE M1903.1(2) – TYPICAL FUEL CELL COMPONENTS FIGURE M1903.1(2) – TYPICAL FUEL CELL COMPONENTS BIBLIOGRAPHY BIBLIOGRAPHY <\/td>\n<\/tr>\n | ||||||
| 919<\/td>\n | CHAPTER 20: BOILERS AND WATER HEATERS CHAPTER 20: BOILERS AND WATER HEATERS GENERAL COMMENTS GENERAL COMMENTS PURPOSE PURPOSE SECTION M2001 – BOILERS SECTION M2001 – BOILERS <\/td>\n<\/tr>\n | ||||||
| 920<\/td>\n | FIGURE M2001.2 – RESIDENTIAL BOILER AND ASSOCIATED EQUIPMENT FIGURE M2001.2 – RESIDENTIAL BOILER AND ASSOCIATED EQUIPMENT SECTION M2002 – OPERATING AND SAFETY CONTROLS SECTION M2002 – OPERATING AND SAFETY CONTROLS <\/td>\n<\/tr>\n | ||||||
| 921<\/td>\n | FIGURE M2001.3 – MULTIPLE MODULAR UNITS FIGURE M2001.3 – MULTIPLE MODULAR UNITS <\/td>\n<\/tr>\n | ||||||
| 922<\/td>\n | FIGURE M2002.2 – BOILER TEMPERATURE AND PRESSURE GAUGE FIGURE M2002.2 – BOILER TEMPERATURE AND PRESSURE GAUGE FIGURE M2002.3 – STEAM BOILER SIGHT GLASS FIGURE M2002.3 – STEAM BOILER SIGHT GLASS <\/td>\n<\/tr>\n | ||||||
| 923<\/td>\n | SECTION M2003 – EXPANSION TANKS SECTION M2003 – EXPANSION TANKS <\/td>\n<\/tr>\n | ||||||
| 924<\/td>\n | FIGURE M2002.5 – BOILER LOW-WATER CUTOFF CONTROL DEVICE FIGURE M2002.5 – BOILER LOW-WATER CUTOFF CONTROL DEVICE SECTION M2004 – WATER HEATERS USED FOR SPACE HEATING SECTION M2004 – WATER HEATERS USED FOR SPACE HEATING <\/td>\n<\/tr>\n | ||||||
| 925<\/td>\n | TABLE M2003.2 – EXPANSION TANK MINIMUM CAPACITYa FOR FORCED HOT-WATER SYSTEMS TABLE M2003.2 – EXPANSION TANK MINIMUM CAPACITYa FOR FORCED HOT-WATER SYSTEMS SECTION M2005 – WATER HEATERS SECTION M2005 – WATER HEATERS <\/td>\n<\/tr>\n | ||||||
| 926<\/td>\n | SECTION M2006 POOL HEATERS SECTION M2006 POOL HEATERS BIBLIOGRAPHY BIBLIOGRAPHY <\/td>\n<\/tr>\n | ||||||
| 929<\/td>\n | CHAPTER 21: HYDRONIC PIPING CHAPTER 21: HYDRONIC PIPING GENERAL COMMENTS GENERAL COMMENTS PURPOSE PURPOSE SECTION M2101 – HYDRONIC PIPING SYSTEMS INSTALLATION SECTION M2101 – HYDRONIC PIPING SYSTEMS INSTALLATION <\/td>\n<\/tr>\n | ||||||
| 930<\/td>\n | FIGURE M2101.7 – PROHIBITED BULLHEAD TEE ARRANGEMENT FIGURE M2101.7 – PROHIBITED BULLHEAD TEE ARRANGEMENT <\/td>\n<\/tr>\n | ||||||
| 931<\/td>\n | TABLE M2101.1 – HYDRONIC PIPING MATERIALS TABLE M2101.1 – HYDRONIC PIPING MATERIALS <\/td>\n<\/tr>\n | ||||||
| 932<\/td>\n | TABLE M2101.9 – HANGER SPACING INTERVALS TABLE M2101.9 – HANGER SPACING INTERVALS SECTION M2102 – BASEBOARD CONVECTORS SECTION M2102 – BASEBOARD CONVECTORS SECTION M2103 – FLOOR HEATING SYSTEMS SECTION M2103 – FLOOR HEATING SYSTEMS <\/td>\n<\/tr>\n | ||||||
| 933<\/td>\n | SECTION M2104 – LOW TEMPERATURE PIPING SECTION M2104 – LOW TEMPERATURE PIPING <\/td>\n<\/tr>\n | ||||||
| 934<\/td>\n | FIGURE M2104.2.1.1 – HEAT-FUSED JOINT FIGURE M2104.2.1.1 – HEAT-FUSED JOINT <\/td>\n<\/tr>\n | ||||||
| 935<\/td>\n | SECTION M2105 – GROUND SOURCE HEAT PUMP SYSTEM LOOP PIPING SECTION M2105 – GROUND SOURCE HEAT PUMP SYSTEM LOOP PIPING BIBLIOGRAPHY BIBLIOGRAPHY <\/td>\n<\/tr>\n | ||||||
| 937<\/td>\n | CHAPTER 22: SPECIAL PIPING AND STORAGE SYSTEMS CHAPTER 22: SPECIAL PIPING AND STORAGE SYSTEMS GENERAL COMMENTS GENERAL COMMENTS PURPOSE PURPOSE SECTION M2201 – OIL TANKS SECTION M2201 – OIL TANKS <\/td>\n<\/tr>\n | ||||||
| 938<\/td>\n | SECTION M2202 – OIL PIPING, FITTING AND CONNECTIONS SECTION M2202 – OIL PIPING, FITTING AND CONNECTIONS <\/td>\n<\/tr>\n | ||||||
| 939<\/td>\n | SECTION M2203 – INSTALLATION SECTION M2203 – INSTALLATION <\/td>\n<\/tr>\n | ||||||
| 940<\/td>\n | SECTION M2204 – OIL PUMPS AND VALVE SECTION M2204 – OIL PUMPS AND VALVE BIBLIOGRAPHY BIBLIOGRAPHY <\/td>\n<\/tr>\n | ||||||
| 943<\/td>\n | CHAPTER 23: SOLAR SYSTEMS CHAPTER 23: SOLAR SYSTEMS GENERAL COMMENTS GENERAL COMMENTS PURPOSE PURPOSE SECTION M2301 – SOLAR ENERGY SYSTEMS SECTION M2301 – SOLAR ENERGY SYSTEMS <\/td>\n<\/tr>\n | ||||||
| 944<\/td>\n | FIGURE 23(1) – PASSIVE SOLAR SPACE HEATING FIGURE 23(1) – PASSIVE SOLAR SPACE HEATING FIGURE 23(2) – PASSIVE SOLAR HEATING AND COOLING APPLICATIONS FIGURE 23(2) – PASSIVE SOLAR HEATING AND COOLING APPLICATIONS <\/td>\n<\/tr>\n | ||||||
| 945<\/td>\n | FIGURE 23(3) – ACTIVE SPACE AND DOMESTIC WATER HEATING SYSTEM FIGURE 23(3) – ACTIVE SPACE AND DOMESTIC WATER HEATING SYSTEM <\/td>\n<\/tr>\n | ||||||
| 946<\/td>\n | FIGURE 23(4) – PASSIVE COLLECTION WITH MECHANICAL DISTRIBUTION FIGURE 23(4) – PASSIVE COLLECTION WITH MECHANICAL DISTRIBUTION <\/td>\n<\/tr>\n | ||||||
| 948<\/td>\n | BIBLIOGRAPHY BIBLIOGRAPHY <\/td>\n<\/tr>\n | ||||||
| 949<\/td>\n | PART VI – FUEL GAS PART VI – FUEL GAS CHAPTER 24: FUEL GAS CHAPTER 24: FUEL GAS GENERAL COMMENTS GENERAL COMMENTS PURPOSE PURPOSE SECTION G2401 (101) – GENERAL SECTION G2401 (101) – GENERAL <\/td>\n<\/tr>\n | ||||||
| 950<\/td>\n | SECTION G2402 (201) – GENERAL SECTION G2402 (201) – GENERAL SECTION G2403 (202) – GENERAL DEFINITIONS SECTION G2403 (202) – GENERAL DEFINITIONS <\/td>\n<\/tr>\n | ||||||
| 951<\/td>\n | FIGURE G2403(1) ANODELESS RISERS FIGURE G2403(1) ANODELESS RISERS <\/td>\n<\/tr>\n | ||||||
| 952<\/td>\n | FIGURE G2403(2) – BARAMETRIC DRAFT REGULATOR FIGURE G2403(2) – BARAMETRIC DRAFT REGULATOR <\/td>\n<\/tr>\n | ||||||
| 953<\/td>\n | FIGURE G2403(3) – LABEL FOR LOW-PRESSURE BOILER FIGURE G2403(3) – LABEL FOR LOW-PRESSURE BOILER <\/td>\n<\/tr>\n | ||||||
| 954<\/td>\n | FIGURE G2403(4) – FACTORY-BUILT CHIMNEYS FIGURE G2403(4) – FACTORY-BUILT CHIMNEYS <\/td>\n<\/tr>\n | ||||||
| 955<\/td>\n | FIGURE G2403(5) – AIR COOLED FACTORY-BUILT CHIMNEY SECTION FIGURE G2403(5) – AIR COOLED FACTORY-BUILT CHIMNEY SECTION <\/td>\n<\/tr>\n | ||||||
| 957<\/td>\n | FIGURE G2403(6) – DIRECT-VENT APPLIANCE FIGURE G2403(6) – DIRECT-VENT APPLIANCE FIGURE G2403(7) – DIRECT-VENT APPLIANCE FIGURE G2403(7) – DIRECT-VENT APPLIANCE <\/td>\n<\/tr>\n | ||||||
| 958<\/td>\n | FIGURE G2403(8) – DRAFT HOOD EQUIPPED APPLIANCE FIGURE G2403(8) – DRAFT HOOD EQUIPPED APPLIANCE <\/td>\n<\/tr>\n | ||||||
| 960<\/td>\n | FIGURE G2403(9) – CHIMNEY FLUE LINER SYSTEM FOR GAS APPLIANCE FIGURE G2403(9) – CHIMNEY FLUE LINER SYSTEM FOR GAS APPLIANCE <\/td>\n<\/tr>\n | ||||||
| 961<\/td>\n | FIGURE G2403(10) – GAS CONVENIENCE OUTLET FIGURE G2403(10) – GAS CONVENIENCE OUTLET <\/td>\n<\/tr>\n | ||||||
| 962<\/td>\n | FIGURE G2403(11) – GAS CONVENIENCE OUTLET FIGURE G2403(11) – GAS CONVENIENCE OUTLET <\/td>\n<\/tr>\n | ||||||
| 963<\/td>\n | FIGURE G2403(12) – TYPICAL RESIDENTIAL GAS METER SETTING FIGURE G2403(12) – TYPICAL RESIDENTIAL GAS METER SETTING <\/td>\n<\/tr>\n | ||||||
| 964<\/td>\n | FIGURE G2403(13) – VENT OFFSET FIGURE G2403(13) – VENT OFFSET FIGURE G2403.(14) – OXYGEN DEPLETION SAFETY SHUTOFF FIGURE G2403.(14) – OXYGEN DEPLETION SAFETY SHUTOFF <\/td>\n<\/tr>\n | ||||||
| 966<\/td>\n | FIGURE G2403(15) – SERVICE REGULATOR FIGURE G2403(15) – SERVICE REGULATOR <\/td>\n<\/tr>\n | ||||||
| 967<\/td>\n | FIGURE G2403(16) – UNVENTED ROOM HEATER FIGURE G2403(16) – UNVENTED ROOM HEATER FIGURE G2403(17) – TRANSITION FITTINGS FIGURE G2403(17) – TRANSITION FITTINGS <\/td>\n<\/tr>\n | ||||||
| 968<\/td>\n | FIGURE G2403(18) – TYPE B VENT FIGURE G2403(18) – TYPE B VENT <\/td>\n<\/tr>\n | ||||||
| 970<\/td>\n | SECTION G2404 (301) – GENERAL SECTION G2404 (301) – GENERAL <\/td>\n<\/tr>\n | ||||||
| 972<\/td>\n | FIGURE G2404.10 – AUXILIARY DRAIN PAN REQUIRED (WITH OR WITHOUT COOLING COIL) FIGURE G2404.10 – AUXILIARY DRAIN PAN REQUIRED (WITH OR WITHOUT COOLING COIL) <\/td>\n<\/tr>\n | ||||||
| 973<\/td>\n | SECTION G2405 (302) – STRUCTURAL SAFETY SECTION G2405 (302) – STRUCTURAL SAFETY SECTION G2406 (303) – APPLIANCE LOCATION SECTION G2406 (303) – APPLIANCE LOCATION <\/td>\n<\/tr>\n | ||||||
| 974<\/td>\n | FIGURE G2406.2(1) – UNVENTED WALL-MOUNTED ROOM HEATER FIGURE G2406.2(1) – UNVENTED WALL-MOUNTED ROOM HEATER <\/td>\n<\/tr>\n | ||||||
| 975<\/td>\n | FIGURE G2406.2(2) – APPLIANCE ENCLOSURE FIGURE G2406.2(2) – APPLIANCE ENCLOSURE SECTION G2407 (304) – COMBUSTION, VENTILATION AND DILUTION AIR SECTION G2407 (304) – COMBUSTION, VENTILATION AND DILUTION AIR <\/td>\n<\/tr>\n | ||||||
| 976<\/td>\n | FIGURE G2407.1(1) – THE CHEMISTRY OF IDEAL COMBUSTION FIGURE G2407.1(1) – THE CHEMISTRY OF IDEAL COMBUSTION FIGURE G2407.1(2) – THE CHEMISTRY OF INCOMPLETE COMBUSTION FIGURE G2407.1(2) – THE CHEMISTRY OF INCOMPLETE COMBUSTION <\/td>\n<\/tr>\n | ||||||
| 977<\/td>\n | FIGURE G2407.1(3) – COMBUSTION AIR SUPPLY METHODS FIGURE G2407.1(3) – COMBUSTION AIR SUPPLY METHODS <\/td>\n<\/tr>\n | ||||||
| 978<\/td>\n | FIGURE G2407.1(4) – DIRECT-VENT APPLIANCE FIGURE G2407.1(4) – DIRECT-VENT APPLIANCE FIGURE G2407.1(5) – DIRECT COMBUSTION AIR CONNECTION TO THE OUTDOORS FIGURE G2407.1(5) – DIRECT COMBUSTION AIR CONNECTION TO THE OUTDOORS <\/td>\n<\/tr>\n | ||||||
| 980<\/td>\n | FIGURE G2407.4 – DEPLETION OF COMBUSTION AIR FIGURE G2407.4 – DEPLETION OF COMBUSTION AIR <\/td>\n<\/tr>\n | ||||||
| 981<\/td>\n | EQUATION 24-1 EQUATION 24-1 EQUATION 24-2 EQUATION 24-2 FIGURE G2407.5.3 (304.5.3) ALL AIR FROM INSIDE THE BUILDING (see Section G2407.5.3) FIGURE G2407.5.3 (304.5.3) ALL AIR FROM INSIDE THE BUILDING (see Section G2407.5.3) <\/td>\n<\/tr>\n | ||||||
| 982<\/td>\n | TABLE G2407.5.2 – CALCULATED VOLUMES TABLE G2407.5.2 – CALCULATED VOLUMES <\/td>\n<\/tr>\n | ||||||
| 984<\/td>\n | FIGURE G2407.6.1(1) [304.6(1)] ALL AIR FROM OUTDOOR-INLET AIR FROM VENTILATED CRAWL SPACE AND OUTLET AIR TO VENTILATED ATTIC (see Section G2407.6.1) FIGURE G2407.6.1(1) [304.6(1)] ALL AIR FROM OUTDOOR-INLET 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) <\/td>\n<\/tr>\n | ||||||
| 985<\/td>\n | FIGURE G2407.6.1(3) [304.6.1(3)] ALL AIR FROM OUTDOORS (see Section G2407.6.1) FIGURE 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 | ||||||
| 987<\/td>\n | FIGURE G2407.7.3 ROOM CONFIGURATION USED IN EXAMPLE 2 FIGURE G2407.7.3 ROOM CONFIGURATION USED IN EXAMPLE 2 <\/td>\n<\/tr>\n | ||||||
| 988<\/td>\n | FIGURE G2407.8(1) MECHANICAL COMBUSTION AIR\/MAKEUP AIR SUPPLY SYSTEM FIGURE G2407.8(1) MECHANICAL COMBUSTION AIR\/MAKEUP AIR SUPPLY SYSTEM <\/td>\n<\/tr>\n | ||||||
| 989<\/td>\n | FIGURE G2407.8(2) MECHANICAL COMBUSTION AIR SUPPLY SYSTEM FIGURE G2407.8(2) MECHANICAL COMBUSTION AIR SUPPLY SYSTEM FIGURE G2407.8(3) MECHANICAL COMBUSTION AIR\/MAKEUP AIR SUPPLY SYSTEM FIGURE G2407.8(3) MECHANICAL COMBUSTION AIR\/MAKEUP AIR SUPPLY SYSTEM <\/td>\n<\/tr>\n | ||||||
| 990<\/td>\n | FIGURE G2407.9 MECHANICALLY SUPPLIED COMBUSTION AIR FIGURE G2407.9 MECHANICALLY SUPPLIED COMBUSTION AIR <\/td>\n<\/tr>\n | ||||||
| 991<\/td>\n | FIGURE G2407.9.2 SIMPLIFIED EXAMPLE SCHEMATIC OF INTERLOCKBETWEEN APPLIANCE AND POWER COMBUSTION AIR UNIT(Shown for Illustrative Purpose only) FIGURE G2407.9.2 SIMPLIFIED EXAMPLE SCHEMATIC OF INTERLOCKBETWEEN APPLIANCE AND POWER COMBUSTION AIR UNIT(Shown for Illustrative Purpose only) <\/td>\n<\/tr>\n | ||||||
| 992<\/td>\n | FIGURE G2407.10 SIMPLIFIED EXAMPLE SCHEMATIC OF COMBUSTION AIR DAMPER\/APPLIANCE INTERLOCK(Shown for Illustrative Purpose Only) FIGURE G2407.10 SIMPLIFIED EXAMPLE SCHEMATIC OF COMBUSTION AIR DAMPER\/APPLIANCE INTERLOCK(Shown for Illustrative Purpose Only) <\/td>\n<\/tr>\n | ||||||
| 993<\/td>\n | FIGURE G2407.11 COMMON DUCT PROHIBITED FIGURE G2407.11 COMMON DUCT PROHIBITED <\/td>\n<\/tr>\n | ||||||
| 994<\/td>\n | SECTION G2408 (305) INSTALLATION SECTION G2408 (305) INSTALLATION <\/td>\n<\/tr>\n | ||||||
| 995<\/td>\n | FIGURE G2408.2(1) GAS-FIRED WATER HEATER INSTALLATION IN A GARAGE FIGURE G2408.2(1) GAS-FIRED WATER HEATER INSTALLATION IN A GARAGE FIGURE G2408.2(2) SOURCES OF IGNITIONELEVATED IN PRIVATE GARAGE FIGURE G2408.2(2) SOURCES OF IGNITIONELEVATED IN PRIVATE GARAGE <\/td>\n<\/tr>\n | ||||||
| 996<\/td>\n | FIGURE G2408.2(3) GARAGE SPACE VS. LIVING SPACE FIGURE G2408.2(3) GARAGE SPACE VS. LIVING SPACE FIGURE G2408.2(4) EXAMPLE OF FLAMMABLE VAPOR IGNITION RESISTANT WATER HEATER TECHNOLOGY FIGURE G2408.2(4) EXAMPLE OF FLAMMABLE VAPOR IGNITION RESISTANT WATER HEATER TECHNOLOGY <\/td>\n<\/tr>\n | ||||||
| 997<\/td>\n | FIGURE G2408.2(5) EXAMPLE OF FLAMMABLE VAPOR IGNITION RESISTANT WATER HEATER TECHNOLOGY FIGURE G2408.2(5) EXAMPLE OF FLAMMABLE VAPOR IGNITION RESISTANT WATER HEATER TECHNOLOGY FIGURE G2048l.2(6) EXAMPLE OF FLAMMABLE VAPOR IGNITION RESISTANT WATER HEATER TECHNOLOGY FIGURE G2048l.2(6) EXAMPLE OF FLAMMABLE VAPOR IGNITION RESISTANT WATER HEATER TECHNOLOGY FIGURE G2408.2.1 ELEVATION OF APPLIANCES NOT REQUIRED FIGURE G2408.2.1 ELEVATION OF APPLIANCES NOT REQUIRED <\/td>\n<\/tr>\n | ||||||
| 998<\/td>\n | FIGURE G2408.3(1) SUSPENDED UNIT HEATER FIGURE G2408.3(1) SUSPENDED UNIT HEATER FIGURE G2408.3(2) PROTECTED BY WALLS FIGURE G2408.3(2) PROTECTED BY WALLS <\/td>\n<\/tr>\n | ||||||
| 999<\/td>\n | FIGURE G2408.3(3) PROTECTED BY GUARDS FIGURE G2408.3(3) PROTECTED BY GUARDS FIGURE G2408.3(4) PROTECTED BY A PLATFORM FIGURE G2408.3(4) PROTECTED BY A PLATFORM <\/td>\n<\/tr>\n | ||||||
| 1000<\/td>\n | FIGURE G2408.3(5) PROTECTED BY A CURB STOP FIGURE G2408.3(5) PROTECTED BY A CURB STOP SECTION G2409 (308) CLEARANCE REDUCTION SECTION G2409 (308) CLEARANCE REDUCTION <\/td>\n<\/tr>\n | ||||||
| 1001<\/td>\n | FIGURE G2409.1 CLEARANCE TO COMBUSTIBLES\u2014EXAMPLES OF HOW TO MEASURE FIGURE G2409.1 CLEARANCE TO COMBUSTIBLES\u2014EXAMPLES OF HOW TO MEASURE <\/td>\n<\/tr>\n | ||||||
| 1003<\/td>\n | TABLE G2409.2 (308.2)a through k REDUCTION OF CLEARANCES WITH SPECIFIED FORMS OF PROTECTION TABLE G2409.2 (308.2)a through k REDUCTION OF CLEARANCES WITH SPECIFIED FORMS OF PROTECTION <\/td>\n<\/tr>\n | ||||||
| 1004<\/td>\n | FIGURE G2409.2(1) EXTENT OF PROTECTION NECESSARY TO REDUCE CLEARANCES FROM GAS EQUIPMENT OR VENT CONNECTIONS FIGURE G2409.2(1) EXTENT OF PROTECTION NECESSARY TO REDUCE CLEARANCES FROM GAS EQUIPMENT OR VENT CONNECTIONS FIGURE G2409.2(2) WALL PROTECTOR CLEARANCE REDUCTION SYSTEM FIGURE G2409.2(2) WALL PROTECTOR CLEARANCE REDUCTION SYSTEM <\/td>\n<\/tr>\n | ||||||
| 1005<\/td>\n | FIGURE G2409.2(3) MASONRY CLEARANCE REDUCTION SYSTEM FIGURE G2409.2(3) MASONRY CLEARANCE REDUCTION SYSTEM FIGURE G2409.2 REDUCED CLEARANCE TO COMBUSTIBLES FIGURE G2409.2 REDUCED CLEARANCE TO COMBUSTIBLES <\/td>\n<\/tr>\n | ||||||
| 1007<\/td>\n | SECTION G2410 (309) ELECTRICAL SECTION G2410 (309) ELECTRICAL SECTION G2411 (310) ELECTRICAL BONDING SECTION G2411 (310) ELECTRICAL BONDING <\/td>\n<\/tr>\n | ||||||
| 1008<\/td>\n | FIGURE G2411.1 GAS PIPE BONDING BY APPLIANCE BRANCH CIRCUIT FIGURE G2411.1 GAS PIPE BONDING BY APPLIANCE BRANCH CIRCUIT <\/td>\n<\/tr>\n | ||||||
| 1009<\/td>\n | FIGURE G2411.1(1) CSST BONDING FIGURE G2411.1(1) CSST BONDING <\/td>\n<\/tr>\n | ||||||
| 1010<\/td>\n | FIGURE G2411.1(2) ALTERNATIVE LOCATION FOR BONDING CLAMP FIGURE G2411.1(2) ALTERNATIVE LOCATION FOR BONDING CLAMP SECTION G2412 (401) GENERAL SECTION G2412 (401) GENERAL <\/td>\n<\/tr>\n | ||||||
| 1011<\/td>\n | FIGURE G2412.1(1) SCOPE OF CODES FIGURE G2412.1(1) SCOPE OF CODES <\/td>\n<\/tr>\n | ||||||
| 1012<\/td>\n | FIGURE G2412.1(2) TYPICAL POINT OF DELIVERY FOR NATURAL GAS SERVICE FIGURE G2412.1(2) TYPICAL POINT OF DELIVERY FOR NATURAL GAS SERVICE <\/td>\n<\/tr>\n | ||||||
| 1013<\/td>\n | SECTION G2413 (402) PIPE SIZING SECTION G2413 (402) PIPE SIZING <\/td>\n<\/tr>\n | ||||||
| 1014<\/td>\n | TABLE G2413.2 (402.2) APPROXIMATE GAS INPUT FOR TYPICAL APPLIANCES TABLE G2413.2 (402.2) APPROXIMATE GAS INPUT FOR TYPICAL APPLIANCES <\/td>\n<\/tr>\n | ||||||
| 1015<\/td>\n | EQUATION 24-3 EQUATION 24-3 EQUATION 24-4 EQUATION 24-4 <\/td>\n<\/tr>\n | ||||||
| 1016<\/td>\n | TABLE G2413.4 (402.4) Cr AND Y VALUES FOR NATURAL GAS AND UNDILUTED PROPANE AT STANDARD CONDITIONS TABLE G2413.4 (402.4) Cr AND Y VALUES FOR NATURAL GAS AND UNDILUTED PROPANE AT STANDARD CONDITIONS FIGURE G2413.4 GAS PIPING LAYOUT FIGURE G2413.4 GAS PIPING LAYOUT <\/td>\n<\/tr>\n | ||||||
| 1017<\/td>\n | TABLE G2413.4(1) [402.4(2)] SCHEDULE 40 METALLIC PIPE TABLE G2413.4(1) [402.4(2)] SCHEDULE 40 METALLIC PIPE <\/td>\n<\/tr>\n | ||||||
| 1018<\/td>\n | TABLE G2413.4(2) [402.4(3)] SCHEDULE 40 METALLIC PIPE TABLE G2413.4(2) [402.4(3)] SCHEDULE 40 METALLIC PIPE <\/td>\n<\/tr>\n | ||||||
| 1019<\/td>\n | TABLE G2413.4(3) [402.4(7)] SEMIRIGID COPPER TUBING TABLE G2413.4(3) [402.4(7)] SEMIRIGID COPPER TUBING <\/td>\n<\/tr>\n | ||||||
| 1020<\/td>\n | TABLE G2413.4(4) [402.4(10)] SEMIRIGID COPPER TUBING TABLE G2413.4(4) [402.4(10)] SEMIRIGID COPPER TUBING <\/td>\n<\/tr>\n | ||||||
| 1021<\/td>\n | TABLE G2413.4(5) [402.4(13)] CORRUGATED STAINLESS STEEL TUBING (CSST) TABLE G2413.4(5) [402.4(13)] CORRUGATED STAINLESS STEEL TUBING (CSST) <\/td>\n<\/tr>\n | ||||||
| 1022<\/td>\n | TABLE G2413.4(6) [402.4(16)] CORRUGATED STAINLESS STEEL TUBING (CSST) TABLE G2413.4(6) [402.4(16)] CORRUGATED STAINLESS STEEL TUBING (CSST) <\/td>\n<\/tr>\n | ||||||
| 1023<\/td>\n | TABLE G2413.4(7) [402.4(19)] POLYETHYLENE PLASTIC PIPE TABLE G2413.4(7) [402.4(19)] POLYETHYLENE PLASTIC PIPE <\/td>\n<\/tr>\n | ||||||
| 1024<\/td>\n | TABLE G2413.4(8) [402.4(20)] POLYETHYLENE PLASTIC PIPE TABLE G2413.4(8) [402.4(20)] POLYETHYLENE PLASTIC PIPE <\/td>\n<\/tr>\n | ||||||
| 1025<\/td>\n | TABLE G2413.4(9) [402.4(23)] SCHEDULE 40 METALLIC PIPE TABLE G2413.4(9) [402.4(23)] SCHEDULE 40 METALLIC PIPE <\/td>\n<\/tr>\n | ||||||
| 1026<\/td>\n | TABLE G2413.4(10) [402.4(24)] SCHEDULE 40 METALLIC PIPE TABLE G2413.4(10) [402.4(24)] SCHEDULE 40 METALLIC PIPE <\/td>\n<\/tr>\n | ||||||
| 1027<\/td>\n | TABLE G2413.4(11) [402.4(25)] SCHEDULE 40 METALLIC PIPE TABLE G2413.4(11) [402.4(25)] SCHEDULE 40 METALLIC PIPE <\/td>\n<\/tr>\n | ||||||
| 1028<\/td>\n | TABLE G2413.4(12) [402.4(26)] SCHEDULE 40 METALLIC PIPE TABLE G2413.4(12) [402.4(26)] SCHEDULE 40 METALLIC PIPE <\/td>\n<\/tr>\n | ||||||
| 1029<\/td>\n | TABLE G2413.4(13) [402.4(27)] SEMIRIGID COPPER TUBING TABLE G2413.4(13) [402.4(27)] SEMIRIGID COPPER TUBING <\/td>\n<\/tr>\n | ||||||
| 1030<\/td>\n | TABLE G2413.4(14) [402.4(28)] SEMIRIGID COPPER TUBING TABLE G2413.4(14) [402.4(28)] SEMIRIGID COPPER TUBING <\/td>\n<\/tr>\n | ||||||
| 1031<\/td>\n | TABLE G2413.4(15) [402.4(29)] SEMIRIGID COPPER TUBING TABLE G2413.4(15) [402.4(29)] SEMIRIGID COPPER TUBING <\/td>\n<\/tr>\n | ||||||
| 1032<\/td>\n | TABLE G2413.4(16) [402.4(30)] CORRUGATED STAINLESS STEEL TUBING (CSST) TABLE G2413.4(16) [402.4(30)] CORRUGATED STAINLESS STEEL TUBING (CSST) <\/td>\n<\/tr>\n | ||||||
| 1033<\/td>\n | TABLE G2413.4(17) [402.4(31)] CORRUGATED STAINLESS STEEL TUBING (CSST) TABLE G2413.4(17) [402.4(31)] CORRUGATED STAINLESS STEEL TUBING (CSST) <\/td>\n<\/tr>\n | ||||||
| 1034<\/td>\n | TABLE G2413.4(18) [402.4(32)] CORRUGATED STAINLESS STEEL TUBING (CSST) TABLE G2413.4(18) [402.4(32)] CORRUGATED STAINLESS STEEL TUBING (CSST) <\/td>\n<\/tr>\n | ||||||
| 1035<\/td>\n | TABLE G2413.4(19) [402.4(33)] POLYETHYLENE PLASTIC PIPE TABLE G2413.4(19) [402.4(33)] POLYETHYLENE PLASTIC PIPE <\/td>\n<\/tr>\n | ||||||
| 1036<\/td>\n | TABLE G2413.4(20) [402.4(34)] POLYETHYLENE PLASTIC PIPE TABLE G2413.4(20) [402.4(34)] POLYETHYLENE PLASTIC PIPE <\/td>\n<\/tr>\n | ||||||
| 1037<\/td>\n | TABLE G2413.4(21) [402.4(35)] POLYETHYLENE PLASTIC TUBING TABLE G2413.4(21) [402.4(35)] POLYETHYLENE PLASTIC TUBING <\/td>\n<\/tr>\n | ||||||
| 1038<\/td>\n | FIGURE G2413.4.1 STEEL PIPE BRANCH SYSTEM FOR ROOF TOP UNITS FIGURE G2413.4.1 STEEL PIPE BRANCH SYSTEM FOR ROOF TOP UNITS <\/td>\n<\/tr>\n | ||||||
| 1039<\/td>\n | FIGURE G2413.4.2(1) BRANCH PIPING SYSTEM WITH SCHEDULE 40 STEEL PIPE TUNKLINE AND CSST BRANCHES FIGURE G2413.4.2(1) BRANCH PIPING SYSTEM WITH SCHEDULE 40 STEEL PIPE TUNKLINE AND CSST BRANCHES <\/td>\n<\/tr>\n | ||||||
| 1040<\/td>\n | FIGURE G2413.4.2(2) SINGLE PRESSURE CSST MANIFOLD SYSTEM FIGURE G2413.4.2(2) SINGLE PRESSURE CSST MANIFOLD SYSTEM <\/td>\n<\/tr>\n | ||||||
| 1041<\/td>\n | FIGURE G2413.4.3(1) HYBRID PRESSURE BRANCH SYSTEM FOR ROOF TOP UNITS FIGURE G2413.4.3(1) HYBRID PRESSURE BRANCH SYSTEM FOR ROOF TOP UNITS <\/td>\n<\/tr>\n | ||||||
| 1042<\/td>\n | FIGURE G2413.4.3(2) HYBRID PRESSURE PARALLEL DISTRIBUTION SYSTEM FIGURE G2413.4.3(2) HYBRID PRESSURE PARALLEL DISTRIBUTION SYSTEM <\/td>\n<\/tr>\n | ||||||
| 1044<\/td>\n | SECTION G2414 (403) PIPING MATERIALS SECTION G2414 (403) PIPING MATERIALS FIGURE G2414.5 PLASTIC-SHEATHED COPPER TUBING FIGURE G2414.5 PLASTIC-SHEATHED COPPER TUBING <\/td>\n<\/tr>\n | ||||||
| 1045<\/td>\n | FIGURE G2414.5.3(1) CSST AND SYSTEM COMPONENTS FIGURE G2414.5.3(1) CSST AND SYSTEM COMPONENTS FIGURE G2414.5.3(2) CSST FITTING FIGURE G2414.5.3(2) CSST FITTING FIGURE G2414.5.3(3) CSST FITTING FIGURE G2414.5.3(3) CSST FITTING <\/td>\n<\/tr>\n | ||||||
| 1046<\/td>\n | FIGURE G2414.5.3(4) CSST FITTING FIGURE G2414.5.3(4) CSST FITTING FIGURE G2414.5.3(5) MULTIPORT MANIFOLD INSTALLATION USING CSST FIGURE G2414.5.3(5) MULTIPORT MANIFOLD INSTALLATION USING CSST FIGURE G2414.5.3(6) TOP PLATE TUBING PROTECTION SHIELD FIGURE G2414.5.3(6) TOP PLATE TUBING PROTECTION SHIELD <\/td>\n<\/tr>\n | ||||||
| 1047<\/td>\n | FIGURE G2414.5.3(7) LOW-PRESSURE GAS PIPING SYSTEM USING CSST FIGURE G2414.5.3(7) LOW-PRESSURE GAS PIPING SYSTEM USING CSST FIGURE G2414.5.3(8) MEDIUM-PRESSURE GAS PIPING SYSTEM USING CSST FIGURE G2414.5.3(8) MEDIUM-PRESSURE GAS PIPING SYSTEM USING CSST <\/td>\n<\/tr>\n | ||||||
| 1048<\/td>\n | FIGURE G2414.5.3(9) CSST MANUFACTURED FOR UNDERGROUND INSTALLATION FIGURE G2414.5.3(9) CSST MANUFACTURED FOR UNDERGROUND INSTALLATION FIGURE G2414.5.3(10) EXCERPT FROM CSST MANUFACTURER’S INSTALLATION INSTRUCTIONS FIGURE G2414.5.3(10) EXCERPT FROM CSST MANUFACTURER’S INSTALLATION INSTRUCTIONS <\/td>\n<\/tr>\n | ||||||
| 1049<\/td>\n | FIGURE G2414.5.3(11) EXCERPT FROM CSST MANUFACTURER’S INSTALLATION INSTRUCTION FIGURE G2414.5.3(11) EXCERPT FROM CSST MANUFACTURER’S INSTALLATION INSTRUCTION FIGURE G2414.5.3(12) MANIFOLD FOR 2 PSI PARALLEL DISTRIBUTION SYSTEM FIGURE G2414.5.3(12) MANIFOLD FOR 2 PSI PARALLEL DISTRIBUTION SYSTEM FIGURE G2414.5.3(13) \u201cSTUB-OUT\u201d\u009d TERMINATION TRANSITION FITTING FIGURE G2414.5.3(13) \u201cSTUB-OUT\u201d\u009d TERMINATION TRANSITION FITTING FIGURE G2414.5.3(14) \u201cVALVE BOX\u201d\u009d TERMINATION TRANSITION FITTING FIGURE G2414.5.3(14) \u201cVALVE BOX\u201d\u009d TERMINATION TRANSITION FITTING FIGURE G2414.5.3(15) TERMINATION TRANSITION FITTING FIGURE G2414.5.3(15) TERMINATION TRANSITION FITTING <\/td>\n<\/tr>\n | ||||||
| 1050<\/td>\n | FIGURE G2414.6.1(1) SERVICE HEAD ADAPTERS FIGURE G2414.6.1(1) SERVICE HEAD ADAPTERS <\/td>\n<\/tr>\n | ||||||
| 1051<\/td>\n | FIGURE G2414.6.1(2) SERVICE HEAD ADAPTERS FIGURE G2414.6.1(2) SERVICE HEAD ADAPTERS FIGURE G2414.6.1(3) FLEXIBLE ANODELESS RISER FIGURE G2414.6.1(3) FLEXIBLE ANODELESS RISER <\/td>\n<\/tr>\n | ||||||
| 1052<\/td>\n | FIGURE G2414.9 (403.9) TAPERED THREAD COUPLING IN CONNECTION TO FURNACE FIGURE G2414.9 (403.9) TAPERED THREAD COUPLING IN CONNECTION TO FURNACE <\/td>\n<\/tr>\n | ||||||
| 1053<\/td>\n | TABLE G2414.9.2 (403.9.2) SPECIFICATIONS FOR THREADING METALLIC PIPE TABLE G2414.9.2 (403.9.2) SPECIFICATIONS FOR THREADING METALLIC PIPE <\/td>\n<\/tr>\n | ||||||
| 1054<\/td>\n | FIGURE G2414.10.2 PRESS-CONNECT COPPER FITTING FIGURE G2414.10.2 PRESS-CONNECT COPPER FITTING <\/td>\n<\/tr>\n | ||||||
| 1055<\/td>\n | SECTION G2415 (404) PIPING SYSTEM INSTALLATION SECTION G2415 (404) PIPING SYSTEM INSTALLATION <\/td>\n<\/tr>\n | ||||||
| 1056<\/td>\n | FIGURE G2414.11(1) MECHANICAL JOINTS FIGURE G2414.11(1) MECHANICAL JOINTS FIGURE G2414.11(2) MECHANICAL JOINT FIGURE G2414.11(2) MECHANICAL JOINT <\/td>\n<\/tr>\n | ||||||
| 1057<\/td>\n | FIGURE G2414.11(3) PLASTIC PIPE TRANSITION FITTING FIGURE G2414.11(3) PLASTIC PIPE TRANSITION FITTING FIGURE G2414.11(4) PLASTIC PIPE TRANSITION FITTING FIGURE G2414.11(4) PLASTIC PIPE TRANSITION FITTING <\/td>\n<\/tr>\n | ||||||
| 1058<\/td>\n | FIGURE G2415.1 PROHIBITED TOWNHOUSE INSTALLATION FIGURE G2415.1 PROHIBITED TOWNHOUSE INSTALLATION <\/td>\n<\/tr>\n | ||||||
| 1059<\/td>\n | FIGURE G2415.4 ABOVE GRADE ENTRANCE\/EXIT FIGURE G2415.4 ABOVE GRADE ENTRANCE\/EXIT <\/td>\n<\/tr>\n | ||||||
| 1060<\/td>\n | FIGURE G2415.5 PIPE PROTECTION FIGURE G2415.5 PIPE PROTECTION <\/td>\n<\/tr>\n | ||||||
| 1061<\/td>\n | FIGURE G2415.6 PIPING IN SOLID FLOORS FIGURE G2415.6 PIPING IN SOLID FLOORS <\/td>\n<\/tr>\n | ||||||
| 1062<\/td>\n | FIGURE G2415.6.2 PIPE UNDER SLAB BETWEEN INTERIOR POINTS FIGURE G2415.6.2 PIPE UNDER SLAB BETWEEN INTERIOR POINTS <\/td>\n<\/tr>\n | ||||||
| 1063<\/td>\n | FIGURE G2415.8 LP-GAS PIPING ISOLATION FIGURE G2415.8 LP-GAS PIPING ISOLATION <\/td>\n<\/tr>\n | ||||||
| 1064<\/td>\n | FIGURE G2415.10 MINIMUM BURIAL DEPTH FIGURE G2415.10 MINIMUM BURIAL DEPTH <\/td>\n<\/tr>\n | ||||||
| 1065<\/td>\n | FIGURE G2415.12.1 GAS PIPING IN CONDUIT UNDERGROUND BENEATH BUILDING FIGURE G2415.12.1 GAS PIPING IN CONDUIT UNDERGROUND BENEATH BUILDING <\/td>\n<\/tr>\n | ||||||
| 1066<\/td>\n | FIGURE G2415.15.1 PIPING UNDER SLABS FIGURE G2415.15.1 PIPING UNDER SLABS <\/td>\n<\/tr>\n | ||||||
| 1067<\/td>\n | SECTION G2416 (405) – PIPING BENDS AND CHANGES IN DIRECTION SECTION G2416 (405) – PIPING BENDS AND CHANGES IN DIRECTION <\/td>\n<\/tr>\n | ||||||
| 1068<\/td>\n | SECTION G2417 (406) – INSPECTION, TESTING AND PURGI SECTION G2417 (406) – INSPECTION, TESTING AND PURGI <\/td>\n<\/tr>\n | ||||||
| 1069<\/td>\n | FIGURE G2417.1.4 PIPING ISOLATION ARRANGEMENT FOR TESTING FIGURE G2417.1.4 PIPING ISOLATION ARRANGEMENT FOR TESTING <\/td>\n<\/tr>\n | ||||||
| 1070<\/td>\n | FIGURE G2417.3.3 MANUFACTURER’S WARNING REGARDING PRESSURE TESTING OF GAS PIPING FIGURE G2417.3.3 MANUFACTURER’S WARNING REGARDING PRESSURE TESTING OF GAS PIPING <\/td>\n<\/tr>\n | ||||||
| 1071<\/td>\n | FIGURE 2417.4(1) TYPICAL TEST SET-UP FOR AIR PRESSURE TESTING FIGURE 2417.4(1) TYPICAL TEST SET-UP FOR AIR PRESSURE TESTING FIGURE 2417.4(2) ELECTRONIC PRESSURE GAUGE FIGURE 2417.4(2) ELECTRONIC PRESSURE GAUGE <\/td>\n<\/tr>\n | ||||||
| 1072<\/td>\n | FIGURE 2417.4(3) LEAK DETECTOR INSTRUMENT FIGURE 2417.4(3) LEAK DETECTOR INSTRUMENT FIGURE 2417.4(4) ELECTRONIC LEAK DETECTOR INSTRUMENT FIGURE 2417.4(4) ELECTRONIC LEAK DETECTOR INSTRUMENT <\/td>\n<\/tr>\n | ||||||
| 1074<\/td>\n | SECTION G2418 (407) – PIPING SUPPORT SECTION G2418 (407) – PIPING SUPPORT <\/td>\n<\/tr>\n | ||||||
| 1075<\/td>\n | SECTION G2419 (408) – DRIPS AND SLOPED PIPING SECTION G2419 (408) – DRIPS AND SLOPED PIPING <\/td>\n<\/tr>\n | ||||||
| 1076<\/td>\n | FIGURE G2419.4(1) SEDIMENT TRAP FIGURE G2419.4(1) SEDIMENT TRAP FIGURE G2419.4(2) RELATIVELY INEFFECTIVE SEDIMENT TRAP CONFIGURATION FIGURE G2419.4(2) RELATIVELY INEFFECTIVE SEDIMENT TRAP CONFIGURATION <\/td>\n<\/tr>\n | ||||||
| 1077<\/td>\n | SECTION G2420 (409) GAS SHUTOFF VALVES SECTION G2420 (409) GAS SHUTOFF VALVES TABLE G2420.1.1 MANUAL GAS VALVE STANDARDS TABLE G2420.1.1 MANUAL GAS VALVE STANDARDS FIGURE G2420.1.1(1) TYPICAL BALL-TYPE GAS SHUTOFF VALVE FIGURE G2420.1.1(1) TYPICAL BALL-TYPE GAS SHUTOFF VALVE FIGURE G2420.1.1(2) BALL-TYPE GAS SHUTOFF VALVE DESIGNED TO MATE WITH A CONNECTOR FIGURE G2420.1.1(2) BALL-TYPE GAS SHUTOFF VALVE DESIGNED TO MATE WITH A CONNECTOR <\/td>\n<\/tr>\n | ||||||
| 1079<\/td>\n | FIGURE G2420.5.1 SHUTOFF VALVE IN CONTROL COMPARTMENT OF GAS FIREPLACE FIGURE G2420.5.1 SHUTOFF VALVE IN CONTROL COMPARTMENT OF GAS FIREPLACE <\/td>\n<\/tr>\n | ||||||
| 1080<\/td>\n | SECTION G2421 (410) – FLOW CONTROLS SECTION G2421 (410) – FLOW CONTROLS FIGURE G2421.1(1) – GAS PRESSURE REGULATOR FIGURE G2421.1(1) – GAS PRESSURE REGULATOR <\/td>\n<\/tr>\n | ||||||
| 1081<\/td>\n | FIGURE G2421.1(2) – SERVICE REGULATOR FIGURE G2421.1(2) – SERVICE REGULATOR FIGURE G2421.1(3) – GAS PRESSURE REGULATOR FIGURE G2421.1(3) – GAS PRESSURE REGULATOR <\/td>\n<\/tr>\n | ||||||
| 1082<\/td>\n | FIGURE G2421.1(4) – SYSTEM PRESSURES FIGURE G2421.1(4) – SYSTEM PRESSURES <\/td>\n<\/tr>\n | ||||||
| 1083<\/td>\n | FIGURE G2421.2(1) – SYSTEM PRESSURES FIGURE G2421.2(1) – SYSTEM PRESSURES FIGURE G2421.2(2) – PRESSURE REGULATOR\/OVERPRESSURE PROTECTION DEVICE ASSEMBLIES FIGURE G2421.2(2) – PRESSURE REGULATOR\/OVERPRESSURE PROTECTION DEVICE ASSEMBLIES <\/td>\n<\/tr>\n | ||||||
| 1084<\/td>\n | FIGURE G2421.3(1 ) – REGULATOR WITH VENT PROTECTION FIGURE G2421.3(1 ) – REGULATOR WITH VENT PROTECTION FIGURE G2421.3(2) – PRESSURE REGULATOR WITH VENT-LIMITING DEVICE FIGURE G2421.3(2) – PRESSURE REGULATOR WITH VENT-LIMITING DEVICE SECTION G2422 (411) – APPLIANCE CONNECTIONS SECTION G2422 (411) – APPLIANCE CONNECTIONS <\/td>\n<\/tr>\n | ||||||
| 1085<\/td>\n | FIGURE G2422.1(1) PIPING SYSTEM SIZING AND APPLIANCE CONNECTION AND CONNECTOR SIZING FIGURE G2422.1(1) PIPING SYSTEM SIZING AND APPLIANCE CONNECTION AND CONNECTOR SIZING FIGURE G2422.1(2) QUICK-DISCONNECT DEVICE FOR USE WITH COMMERCIAL APPLIANCE CONNECTORS FIGURE G2422.1(2) QUICK-DISCONNECT DEVICE FOR USE WITH COMMERCIAL APPLIANCE CONNECTORS <\/td>\n<\/tr>\n | ||||||
| 1086<\/td>\n | FIGURE G2422.1(3) QUICK-DISCONNECT DEVICE FOR USE WITH COMMERCIAL APPLIANCE CONNECTORS FIGURE G2422.1(3) QUICK-DISCONNECT DEVICE FOR USE WITH COMMERCIAL APPLIANCE CONNECTORS FIGURE G2422.1(4) CSST DIRECTLY CONNECTED TO NONMOVABLE APPLIANCE FIGURE G2422.1(4) CSST DIRECTLY CONNECTED TO NONMOVABLE APPLIANCE <\/td>\n<\/tr>\n | ||||||
| 1087<\/td>\n | FIGURE G2422.1(5) CSST TERMINATED TO APPLIANCE LOCATION FIGURE G2422.1(5) CSST TERMINATED TO APPLIANCE LOCATION FIGURE G2422.1(6) SEMI-RIGID (FLEXIBLE) APPLIANCE CONNECTOR FIGURE G2422.1(6) SEMI-RIGID (FLEXIBLE) APPLIANCE CONNECTOR FIGURE G2422.1(7) OUTDOOR MOBILE HOME CONNECTOR FIGURE G2422.1(7) OUTDOOR MOBILE HOME CONNECTOR <\/td>\n<\/tr>\n | ||||||
| 1089<\/td>\n | FIGURE G2422.1.2.1(1) APPLIANCE FUEL CONNECTOR FIGURE G2422.1.2.1(1) APPLIANCE FUEL CONNECTOR <\/td>\n<\/tr>\n | ||||||
| 1090<\/td>\n | FIGURE G2422.1.2.1(2) APPLIANCE FUEL CONNECTO FIGURE G2422.1.2.1(2) APPLIANCE FUEL CONNECTO FIGURE G2422.1.2.3 CONNECTOR PIPING DOWNSTREAM OF SHUTOFF VALVE FIGURE G2422.1.2.3 CONNECTOR PIPING DOWNSTREAM OF SHUTOFF VALVE <\/td>\n<\/tr>\n | ||||||
| 1091<\/td>\n | SECTION G2423 (413) CNG GAS-DISPENSING SYSTEMS SECTION G2423 (413) CNG GAS-DISPENSING SYSTEMS SECTION G2424 (415) PIPING SUPPORT INTERVALS SECTION G2424 (415) PIPING SUPPORT INTERVALS TABLE G2424.1 SUPPORT OF PIPING TABLE G2424.1 SUPPORT OF PIPING <\/td>\n<\/tr>\n | ||||||
| 1092<\/td>\n | FIGURE G2422.2(1) EXAMPLE OF ONE MANUFACTURER’S INSTALLATION INSTRUCTIONS FIGURE G2422.2(1) EXAMPLE OF ONE MANUFACTURER’S INSTALLATION INSTRUCTIONS FIGURE G2422.2(2) END VIEW OF FIGURE G2422.2(1) FIGURE G2422.2(2) END VIEW OF FIGURE G2422.2(1) <\/td>\n<\/tr>\n | ||||||
| 1093<\/td>\n | SECTION G2425 (501) – GENERAL SECTION G2425 (501) – GENERAL <\/td>\n<\/tr>\n | ||||||
| 1094<\/td>\n | FIGURE G2425.6 VENT DESIGNED FOR CATEGORY III AND IVPOSITIVE PRESSURE) APPLICATIONS FIGURE G2425.6 VENT DESIGNED FOR CATEGORY III AND IVPOSITIVE PRESSURE) APPLICATIONS <\/td>\n<\/tr>\n | ||||||
| 1096<\/td>\n | FIGURE G2425.13(1) MASONRY CHIMNEY RELINING SYSTEM FIGURE G2425.13(1) MASONRY CHIMNEY RELINING SYSTEM FIGURE G2425.13(2) MASONRY CHIMNEY RELINING SYSTEM FIGURE G2425.13(2) MASONRY CHIMNEY RELINING SYSTEM FIGURE G2425.13(3) MASONRY CHIMNEY RELINING BY INSTALLATION OF TYPE B VENT SYSTEM FIGURE G2425.13(3) MASONRY CHIMNEY RELINING BY INSTALLATION OF TYPE B VENT SYSTEM <\/td>\n<\/tr>\n | ||||||
| 1097<\/td>\n | FIGURE G2425.13(4) MASONRY CHIMNEY RELINING SYSTEM FIGURE G2425.13(4) MASONRY CHIMNEY RELINING SYSTEM FIGURE G2425.14 SPECIAL VENT SYSTEM FOR CATEGORYII, III AND IV APPLIANCES FIGURE G2425.14 SPECIAL VENT SYSTEM FOR CATEGORYII, III AND IV APPLIANCES <\/td>\n<\/tr>\n | ||||||
| 1098<\/td>\n | FIGURE G2425.15 APPLIANCE REPLACEMENTS AFFECTING EXISTING APPLIANCES FIGURE G2425.15 APPLIANCE REPLACEMENTS AFFECTING EXISTING APPLIANCES <\/td>\n<\/tr>\n | ||||||
| 1099<\/td>\n | SECTION G2426 (502) – VENTS SECTION G2426 (502) – VENTS <\/td>\n<\/tr>\n | ||||||
| 1100<\/td>\n | FIGURE G2426.1(1) CATEGORY I FAN-ASSISTED FURNA FIGURE G2426.1(1) CATEGORY I FAN-ASSISTED FURNA FIGURE G2426.1(2) CATEGORY IV APPLIANCE (FURNACE FIGURE G2426.1(2) CATEGORY IV APPLIANCE (FURNACE <\/td>\n<\/tr>\n | ||||||
| 1101<\/td>\n | FIGURE G2426.1(3) TYPE B GAS VENT SERVING TWO CATEGORY I APPLIANCES FIGURE G2426.1(3) TYPE B GAS VENT SERVING TWO CATEGORY I APPLIANCES FIGURE G2426.1(4) TYPE B VENT SECTIONS WITH AIR SPACE BETWEEN PIPE WALLS FIGURE G2426.1(4) TYPE B VENT SECTIONS WITH AIR SPACE BETWEEN PIPE WALLS <\/td>\n<\/tr>\n | ||||||
| 1102<\/td>\n | SECTION G2427 (503) VENTING OF APPLIANCES SECTION G2427 (503) VENTING OF APPLIANCES <\/td>\n<\/tr>\n | ||||||
| 1103<\/td>\n | FIGURE G2426.7 PLAN VIEW OF STUD WALL FIGURE G2426.7 PLAN VIEW OF STUD WALL <\/td>\n<\/tr>\n | ||||||
| 1104<\/td>\n | FIGURE G2427.2.1(1) DIRECT-VENT APPLIANCE FIGURE G2427.2.1(1) DIRECT-VENT APPLIANCE FIGURE G2427.2.1(2) DIRECT-VENT(SEPARATED COMBUSTION) UNIT HEATERS FIGURE G2427.2.1(2) DIRECT-VENT(SEPARATED COMBUSTION) UNIT HEATERS FIGURE G2427.2.1(3) EXAMPLE OF MANUFACTURER’S DETAIL FORDIRECT-VENT APPLIANCE CONCENTRIC VENT-AIR INTAKE TERMINAL FIGURE G2427.2.1(3) EXAMPLE OF MANUFACTURER’S DETAIL FORDIRECT-VENT APPLIANCE CONCENTRIC VENT-AIR INTAKE TERMINAL FIGURE G2427.2.1(4) DIRECT-VENT APPLIANCES FIGURE G2427.2.1(4) DIRECT-VENT APPLIANCES <\/td>\n<\/tr>\n | ||||||
| 1105<\/td>\n | FIGURE G2427.2.1(5) GRAVITY DIRECT-VENT WATER HEATER FIGURE G2427.2.1(5) GRAVITY DIRECT-VENT WATER HEATER FIGURE G2427.2.1(6) DIRECT-VENT SYSTEM COMPONENTS FIGURE G2427.2.1(6) DIRECT-VENT SYSTEM COMPONENTS FIGURE G2427.2.2(1) HOT WATER BOILER WITH INTEGRAL VENT FOR OUTDOOR INSTALLATION FIGURE G2427.2.2(1) HOT WATER BOILER WITH INTEGRAL VENT FOR OUTDOOR INSTALLATION <\/td>\n<\/tr>\n | ||||||
| 1106<\/td>\n | FIGURE G2427.2.2(2) OUTDOOR DUCT FURNACE WITH INTEGRAL POWER VENTING FIGURE G2427.2.2(2) OUTDOOR DUCT FURNACE WITH INTEGRAL POWER VENTING FIGURE G2427.2.2(3) ROOFTOP HVAC UNIT WITH INTEGRAL POWER VENT FIGURE G2427.2.2(3) ROOFTOP HVAC UNIT WITH INTEGRAL POWER VENT <\/td>\n<\/tr>\n | ||||||
| 1107<\/td>\n | FIGURE G2427.3.3(1) VERTICAL DRAFT INDUCER FIGURE G2427.3.3(1) VERTICAL DRAFT INDUCER FIGURE G2427.3.3(2) HORIZONTAL POWER EXHAUSTER FIGURE G2427.3.3(2) HORIZONTAL POWER EXHAUSTER <\/td>\n<\/tr>\n | ||||||
| 1108<\/td>\n | FIGURE G2427.3.3(3) HORIZONTAL POWER EXHAUSTERS FIGURE G2427.3.3(3) HORIZONTAL POWER EXHAUSTERS FIGURE G2427.3.3(4) POWER EXHAUSTER OUTDOOR TERMINAL-TYPE UNIT FIGURE G2427.3.3(4) POWER EXHAUSTER OUTDOOR TERMINAL-TYPE UNIT <\/td>\n<\/tr>\n | ||||||
| 1109<\/td>\n | FIGURE G2427.3.3(5) EXHAUSTER AND CONTROL PACKAGE FIGURE G2427.3.3(5) EXHAUSTER AND CONTROL PACKAGE FIGURE G2427.3.3(6) TYPICAL POWER EXHAUSTER FIGURE G2427.3.3(6) TYPICAL POWER EXHAUSTER <\/td>\n<\/tr>\n | ||||||
| 1110<\/td>\n | FIGURE G2427.3.3(7) TYPICAL EXHAUSTER APPLICATIONS FIGURE G2427.3.3(7) TYPICAL EXHAUSTER APPLICATIONS FIGURE G2427.3.3(8) DRAFT INDUCER FIGURE G2427.3.3(8) DRAFT INDUCER FIGURE G2427.3.3(9) DRAFT INDUCER FIGURE G2427.3.3(9) DRAFT INDUCER <\/td>\n<\/tr>\n | ||||||
| 1111<\/td>\n | FIGURE G2427.3.3(10) POWER VENTED WATER HEATER FIGURE G2427.3.3(10) POWER VENTED WATER HEATER FIGURE G2427.3.3(11) SIMPLIFIED SAMPLE INTERLOCK DIAGRAM FOR APPLIANCE S FIGURE G2427.3.3(11) SIMPLIFIED SAMPLE INTERLOCK DIAGRAM FOR APPLIANCE S <\/td>\n<\/tr>\n | ||||||
| 1112<\/td>\n | FIGURE G2427.3.5 VENTS THROUGH AIR PLENUMS FIGURE G2427.3.5 VENTS THROUGH AIR PLENUMS <\/td>\n<\/tr>\n | ||||||
| 1113<\/td>\n | TABLE G2427.4 TYPE OF VENTING SYSTEM TO BE USED TABLE G2427.4 TYPE OF VENTING SYSTEM TO BE USED FIGURE G2427.4 DETERMINING VENT HEIGHT FIGURE G2427.4 DETERMINING VENT HEIGHT <\/td>\n<\/tr>\n | ||||||
| 1115<\/td>\n | FIGURE G2427.5.3 TYPICAL TERMINATION LOCATIONS FOR CHIMNEYS AND SINGLE-WALL METAL PIPES FIGURE G2427.5.3 TYPICAL TERMINATION LOCATIONS FOR CHIMNEYS AND SINGLE-WALL METAL PIPES <\/td>\n<\/tr>\n | ||||||
| 1116<\/td>\n | FIGURE G2427.5.3(1) LOW-HEAT CHIMNEY TERMINATIONS FIGURE G2427.5.3(1) LOW-HEAT CHIMNEY TERMINATIONS <\/td>\n<\/tr>\n | ||||||
| 1117<\/td>\n | FIGURE G2427.5.3(2) – DECORATIVE SHROUDS FIGURE G2427.5.3(2) – DECORATIVE SHROUDS FIGURE G2427.5.5.1(1) CHIMNEY LINING SYSTEM FOR GAS APPLIANCES FIGURE G2427.5.5.1(1) CHIMNEY LINING SYSTEM FOR GAS APPLIANCES <\/td>\n<\/tr>\n | ||||||
| 1118<\/td>\n | FIGURE G2427.5.5.1(2) DIRECT-VENT GAS APPLIANCE FOR INSTALLATION IN SOLID FUEL FIREPLACE FIGURE G2427.5.5.1(2) DIRECT-VENT GAS APPLIANCE FOR INSTALLATION IN SOLID FUEL FIREPLACE <\/td>\n<\/tr>\n | ||||||
| 1120<\/td>\n | FIGURE G2427.6.3 (503.6.4) GAS VENT TERMINATION LOCATIONS FOR LISTED CAPS 12 INCHES OR LESS IN SIZE AT LEAST 8 FEET FROM A VERTICAL WALL FIGURE G2427.6.3 (503.6.4) GAS VENT TERMINATION LOCATIONS FOR LISTED CAPS 12 INCHES OR LESS IN SIZE AT LEAST 8 FEET FROM A VERTICAL WALL <\/td>\n<\/tr>\n | ||||||
| 1121<\/td>\n | FIGURE G2427.6.3 TOP LOCATION RULES FIGURE G2427.6.3 TOP LOCATION RULES <\/td>\n<\/tr>\n | ||||||
| 1122<\/td>\n | FIGURE G2427.6.3.1 DECORATIVE SHROUDS FIGURE G2427.6.3.1 DECORATIVE SHROUDS <\/td>\n<\/tr>\n | ||||||
| 1123<\/td>\n | FIGURE G2427.6.6 GAS VENT TERMINATIONS WITH RESPECT TO FORCED AIR INTAKES FIGURE G2427.6.6 GAS VENT TERMINATIONS WITH RESPECT TO FORCED AIR INTAKES <\/td>\n<\/tr>\n | ||||||
| 1125<\/td>\n | FIGURE G2427.6.11 FASTENER PENETRATIO FIGURE G2427.6.11 FASTENER PENETRATIO <\/td>\n<\/tr>\n | ||||||
| 1128<\/td>\n | FIGURE G2427.8(1) MECHANICAL DRAFT VENTING SYSTEM EXHAUSTER TERMINATIONS FIGURE G2427.8(1) MECHANICAL DRAFT VENTING SYSTEM EXHAUSTER TERMINATIONS <\/td>\n<\/tr>\n | ||||||
| 1129<\/td>\n | FIGURE G2427.8(2) EXAMPLE OF MANUFACTURER’S DETAIL FOR DIRECT-VENT APPLIANCE TERMINAL FIGURE G2427.8(2) EXAMPLE OF MANUFACTURER’S DETAIL FOR DIRECT-VENT APPLIANCE TERMINAL FIGURE G2427.8(3) EXAMPLE OF MANUFACTURER’S DETAIL FOR DIRECT-VENT APPLIANCE TERMINAL FIGURE G2427.8(3) EXAMPLE OF MANUFACTURER’S DETAIL FOR DIRECT-VENT APPLIANCE TERMINAL <\/td>\n<\/tr>\n | ||||||
| 1130<\/td>\n | FIGURE G2427.8(4) DIRECT-VENT HOT WATER BOILER FIGURE G2427.8(4) DIRECT-VENT HOT WATER BOILER <\/td>\n<\/tr>\n | ||||||
| 1131<\/td>\n | FIGURE G2427.10.2.2 LISTED BENDABLE DOUBLE-WALL CONNECTOR FIGURE G2427.10.2.2 LISTED BENDABLE DOUBLE-WALL CONNECTOR TABLE G2427.10.2.4 (503.10.2.4) MINIMUM THICKNESS FOR GALVANIZED STEEL VENT CONNECTORS FOR LOW-HEAT APPLIANCES TABLE G2427.10.2.4 (503.10.2.4) MINIMUM THICKNESS FOR GALVANIZED STEEL VENT CONNECTORS FOR LOW-HEAT APPLIANCES <\/td>\n<\/tr>\n | ||||||
| 1133<\/td>\n | FIGURE G2427.10.3.4(1) MANIFOLD SIZING FIGURE G2427.10.3.4(1) MANIFOLD SIZING FIGURE G2427.10.3.4(2) COMMON VENT OFFSET AND MANIFOLD FIGURE G2427.10.3.4(2) COMMON VENT OFFSET AND MANIFOLD <\/td>\n<\/tr>\n | ||||||
| 1134<\/td>\n | FIGURE G2427.10.4.1 OPPOSING OPENINGS IN CHIMNEY FIGURE G2427.10.4.1 OPPOSING OPENINGS IN CHIMNEY TABLE G2427.10.5 (503.10.5)a CLEARANCES FOR CONNECTORS TABLE G2427.10.5 (503.10.5)a CLEARANCES FOR CONNECTORS <\/td>\n<\/tr>\n | ||||||
| 1135<\/td>\n | FIGURE G2427.10.9 VENT HEIGHT FIGURE G2427.10.9 VENT HEIGHT <\/td>\n<\/tr>\n | ||||||
| 1137<\/td>\n | FIGURE G2427.10.14 TYPE B VENT CONNECTOR PENETRATIONS FIGURE G2427.10.14 TYPE B VENT CONNECTOR PENETRATIONS <\/td>\n<\/tr>\n | ||||||
| 1138<\/td>\n | FIGURE G2427.12.1 DRAFT-HOOD-EQUIPPED APPLIANCE FIGURE G2427.12.1 DRAFT-HOOD-EQUIPPED APPLIANCE <\/td>\n<\/tr>\n | ||||||
| 1140<\/td>\n | FIGURE G2427.14 AUTOMATIC VENT DAMPERS FIGURE G2427.14 AUTOMATIC VENT DAMPERS <\/td>\n<\/tr>\n | ||||||
| 1141<\/td>\n | SECTION G2428 (504) – SIZING OF CATEGORY I APPLIANC EVENTING SYS SECTION G2428 (504) – SIZING OF CATEGORY I APPLIANC EVENTING SYS <\/td>\n<\/tr>\n | ||||||
| 1142<\/td>\n | FIGURE G2428.1(1) COMBUSTION PROCESS FOR NATURAL GAS FIGURE G2428.1(1) COMBUSTION PROCESS FOR NATURAL GAS FIGURE G2428.1(2) FUEL GAS COMPOSITION FIGURE G2428.1(2) FUEL GAS COMPOSITION FIGURE G2428.1(3) DRAFT-HOOD APPLIANCE COMPARED TO FAN-ASSISTED APPLIANCE FIGURE G2428.1(3) DRAFT-HOOD APPLIANCE COMPARED TO FAN-ASSISTED APPLIANCE FIGURE G2428.1(4) ILLUSTRATION OF THE BASIC PRINCIPLE OF FAN-ASSISTED COMBUSTIO FIGURE G2428.1(4) ILLUSTRATION OF THE BASIC PRINCIPLE OF FAN-ASSISTED COMBUSTIO <\/td>\n<\/tr>\n | ||||||
| 1144<\/td>\n | FIGURE G2428.1(5) FAN-ASSISTED HOT WATER BOILER FIGURE G2428.1(5) FAN-ASSISTED HOT WATER BOILER FIGURE G2428.2(1) EXAMPLE OF INDIVIDUAL VENT DIMENSIONS FIGURE G2428.2(1) EXAMPLE OF INDIVIDUAL VENT DIMENSIONS <\/td>\n<\/tr>\n | ||||||
| 1145<\/td>\n | FIGURE G2428.2(2) INDIVIDUAL VENT\u2014LATERAL AND HEIGHT FIGURE G2428.2(2) INDIVIDUAL VENT\u2014LATERAL AND HEIGHT <\/td>\n<\/tr>\n | ||||||
| 1146<\/td>\n | FIGURE 2428.2.1 CATEGORY I NATURAL DRAFT HOT WATER BOILER WITH DRAFT HOOD AND AUTOMATIC VENT DAMPER FIGURE 2428.2.1 CATEGORY I NATURAL DRAFT HOT WATER BOILER WITH DRAFT HOOD AND AUTOMATIC VENT DAMPER <\/td>\n<\/tr>\n | ||||||
| 1148<\/td>\n | TABLE G2428.2(1) [504.2(1)] TYPE B DOUBLE-WALL GAS VENT TABLE G2428.2(1) [504.2(1)] TYPE B DOUBLE-WALL GAS VENT <\/td>\n<\/tr>\n | ||||||
| 1149<\/td>\n | TABLE G2428.2(1) [504.2(1)]\u2014continued TYPE B DOUBLE-WALL GAS VENT TABLE G2428.2(1) [504.2(1)]\u2014continued TYPE B DOUBLE-WALL GAS VENT <\/td>\n<\/tr>\n | ||||||
| 1150<\/td>\n | TABLE G2428.2(2) [504.2(2)]TYPE B DOUBLE-WALL GAS VENT TABLE G2428.2(2) [504.2(2)]TYPE B DOUBLE-WALL GAS VENT <\/td>\n<\/tr>\n | ||||||
| 1151<\/td>\n | TABLE G2428.2(2) [504.2(2)]\u2014continued TYPE B DOUBLE-WALL GAS VENT TABLE G2428.2(2) [504.2(2)]\u2014continued TYPE B DOUBLE-WALL GAS VENT <\/td>\n<\/tr>\n | ||||||
| 1152<\/td>\n | FIGURE G2428.2.9(1) MASONRY CHIMNEY COMPARED TO TYPE B VENT FIGURE G2428.2.9(1) MASONRY CHIMNEY COMPARED TO TYPE B VENT <\/td>\n<\/tr>\n | ||||||
| 1155<\/td>\n | FIGURE G2428.3(1) COMBINED VENT DIMENSIONS FIGURE G2428.3(1) COMBINED VENT DIMENSIONS <\/td>\n<\/tr>\n | ||||||
| 1157<\/td>\n | FIGURE G2428.3(2) FAN AND NAT VENT SIZING EXAMPLE FIGURE G2428.3(2) FAN AND NAT VENT SIZING EXAMPLE <\/td>\n<\/tr>\n | ||||||
| 1159<\/td>\n | TABLE G2428.3.2 (504.3.2) MAXIMUM VENT CONNECTOR LENGTH TABLE G2428.3.2 (504.3.2) MAXIMUM VENT CONNECTOR LENGTH <\/td>\n<\/tr>\n | ||||||
| 1160<\/td>\n | FIGURE G2428.3.5 COMMON VENT OFFSET IN ATTIC FOR THE PURPOSE OF AVOIDING A STREET-SIDE ROOF PENETRATION FIGURE G2428.3.5 COMMON VENT OFFSET IN ATTIC FOR THE PURPOSE OF AVOIDING A STREET-SIDE ROOF PENETRATION <\/td>\n<\/tr>\n | ||||||
| 1161<\/td>\n | FIGURE G2428.3.6(1) OFFSET IN COMMON VENT AND CONNECTORS FIGURE G2428.3.6(1) OFFSET IN COMMON VENT AND CONNECTORS <\/td>\n<\/tr>\n | ||||||
| 1162<\/td>\n | FIGURE G2428.3.6(2) TYPE B VENT ADJUSTABLE 45-DEGREE ELBOW FITTING FIGURE G2428.3.6(2) TYPE B VENT ADJUSTABLE 45-DEGREE ELBOW FITTING FIGURE G2428.3.6(3) TYPE B VENT ADJUSTABLE 90-DEGREE ELBOW FITTING FIGURE G2428.3.6(3) TYPE B VENT ADJUSTABLE 90-DEGREE ELBOW FITTING <\/td>\n<\/tr>\n | ||||||
| 1163<\/td>\n | FIGURE G2428.3.9(1) TYPE B VENT REDUCING TEE FIGURE G2428.3.9(1) TYPE B VENT REDUCING TEE FIGURE G2428.3.9(2) TYPE B VENT REDUCING WYE FIGURE G2428.3.9(2) TYPE B VENT REDUCING WYE FIGURE G2428.3.9.1 SINGLE-WALL TEES AND WYES PROHIBITED IN TYPE B COMMON VENT SYSTEMS FIGURE G2428.3.9.1 SINGLE-WALL TEES AND WYES PROHIBITED IN TYPE B COMMON VENT SYSTEMS <\/td>\n<\/tr>\n | ||||||
| 1164<\/td>\n | FIGURE G2428.3.11 CONNECTOR RISE FIGURE G2428.3.11 CONNECTOR RISE <\/td>\n<\/tr>\n | ||||||
| 1166<\/td>\n | TABLE G2428.3(1) [504.3(1)] TYPE B DOUBLE-WALL VENT TABLE G2428.3(1) [504.3(1)] TYPE B DOUBLE-WALL VENT <\/td>\n<\/tr>\n | ||||||
| 1167<\/td>\n | TABLE G2428.3(2) [504.3(2)] TYPE B DOUBLE-WALL TABLE G2428.3(2) [504.3(2)] TYPE B DOUBLE-WALL <\/td>\n<\/tr>\n | ||||||
| 1168<\/td>\n | TABLE G2428.3(3) [504.3(3)] MASONRY CHIMNEY TABLE G2428.3(3) [504.3(3)] MASONRY CHIMNEY <\/td>\n<\/tr>\n | ||||||
| 1169<\/td>\n | TABLE G2428.3(4) [504.3(4)] MASONRY CHIMNEY TABLE G2428.3(4) [504.3(4)] MASONRY CHIMNEY <\/td>\n<\/tr>\n | ||||||
| 1170<\/td>\n | SECTION G2429 (505) – DIRECT-VENT, INTEGRAL VENT, MECHANICAL VENT AND VENTILATION\/EXHAUSTHOOD VENTING SECTION G2429 (505) – DIRECT-VENT, INTEGRAL VENT, MECHANICAL VENT AND VENTILATION\/EXHAUSTHOOD VENTING SECTION G2430 (506) – FACTORY-BUILT CHIMNEYS SECTION G2430 (506) – FACTORY-BUILT CHIMNEYS FIGURE G2430.1(1) FACTORY-BUILT CHIMNEY FIGURE G2430.1(1) FACTORY-BUILT CHIMNEY FIGURE G2430.1(2) FACTORY BUILT AIR-COOLED CHIMNEY SYSTEM FIGURE G2430.1(2) FACTORY BUILT AIR-COOLED CHIMNEY SYSTEM SECTION G2431 (601) – GENERAL SECTION G2431 (601) – GENERAL <\/td>\n<\/tr>\n | ||||||
| 1171<\/td>\n | SECTION G2432 (602) – DECORATIVE APPLIANCES FOR INSTALLATION IN FIREPLACES SECTION G2432 (602) – DECORATIVE APPLIANCES FOR INSTALLATION IN FIREPLACES FIGURE G2432.1 VENTED GAS LOG SET FIGURE G2432.1 VENTED GAS LOG SET <\/td>\n<\/tr>\n | ||||||
| 1172<\/td>\n | SECTION G2433 (603) – LOG LIGHTERS SECTION G2433 (603) – LOG LIGHTERS <\/td>\n<\/tr>\n | ||||||
| 1173<\/td>\n | FIGURE G2432.2(1) COMBINATION GAS CONTROL FIGURE G2432.2(1) COMBINATION GAS CONTROL FIGURE G2432.2(2) COMBINATION GAS CONTROL FOR APPLIANCES FIGURE G2432.2(2) COMBINATION GAS CONTROL FOR APPLIANCES SECTION G2434 (604) – VENTED GAS FIREPLACES (DECORATIVE APPLIANCES) SECTION G2434 (604) – VENTED GAS FIREPLACES (DECORATIVE APPLIANCES) <\/td>\n<\/tr>\n | ||||||
| 1174<\/td>\n | FIGURE G2434.1(1) VENTED DECORATIVE APPLIANCE FIGURE G2434.1(1) VENTED DECORATIVE APPLIANCE FIGURE G2434.1(2) DIRECT-VENT DECORATIVE APPLIANCE FIGURE G2434.1(2) DIRECT-VENT DECORATIVE APPLIANCE FIGURE G2434.1(3) DIRECT-VENT DECORATIVE APPLIANCE FIGURE G2434.1(3) DIRECT-VENT DECORATIVE APPLIANCE SECTION G2435 (605) VENTED GAS FIREPLACE HEATERS SECTION G2435 (605) VENTED GAS FIREPLACE HEATERS <\/td>\n<\/tr>\n | ||||||
| 1175<\/td>\n | FIGURE G2435.1 VENTED GAS FIREPLACE HEATER FIGURE G2435.1 VENTED GAS FIREPLACE HEATER SECTION G2436 (608) – VENTED WALL FURNACES SECTION G2436 (608) – VENTED WALL FURNACES SECTION G2437 (609) – FLOOR FURNACES SECTION G2437 (609) – FLOOR FURNACES <\/td>\n<\/tr>\n | ||||||
| 1176<\/td>\n | FIGURE G2437.1 FLOOR FURNACE FIGURE G2437.1 FLOOR FURNACE <\/td>\n<\/tr>\n | ||||||
| 1177<\/td>\n | SECTION G2438 (613) – CLOTHES DRYERS SECTION G2438 (613) – CLOTHES DRYERS FIGURE G2438.1 TYPE I CLOTHES DRYER LABEL FIGURE G2438.1 TYPE I CLOTHES DRYER LABEL SECTION G2439 (614) – CLOTHES DRYER EXHAUST SECTION G2439 (614) – CLOTHES DRYER EXHAUST <\/td>\n<\/tr>\n | ||||||
| 1180<\/td>\n | FIGURE G2439.5.3 DRYER EXHAUST DUCT PROTECTION FIGURE G2439.5.3 DRYER EXHAUST DUCT PROTECTION <\/td>\n<\/tr>\n | ||||||
| 1181<\/td>\n | FIGURE G2439.5.6 LENGTH LABEL FIGURE G2439.5.6 LENGTH LABEL TABLE G2439.5.5.1 (TABLE 614.6.5.1) DRYER EXHAUST DUCT FITTING EQUIVALENT LENGTH TABLE G2439.5.5.1 (TABLE 614.6.5.1) DRYER EXHAUST DUCT FITTING EQUIVALENT LENGTH SECTION G2440 (615) – SAUNA HEATERS SECTION G2440 (615) – SAUNA HEATERS <\/td>\n<\/tr>\n | ||||||
| 1182<\/td>\n | SECTION G2441 (617) – POOL AND SPA HEATERS SECTION G2441 (617) – POOL AND SPA HEATERS SECTION G2442 (618) – FORCED-AIR WARM-AIR FURNACES SECTION G2442 (618) – FORCED-AIR WARM-AIR FURNACES <\/td>\n<\/tr>\n | ||||||
| 1184<\/td>\n | SECTION G2443 (619) – CONVERSION BURNERS SECTION G2443 (619) – CONVERSION BURNERS SECTION G2444 (620) – UNIT HEATERS SECTION G2444 (620) – UNIT HEATERS <\/td>\n<\/tr>\n | ||||||
| 1185<\/td>\n | FIGURE G2444.1(1) DIRECT-VENT UNIT HEATER FIGURE G2444.1(1) DIRECT-VENT UNIT HEATER FIGURE G2444.1(2) POWER-VENTED UNIT HEATER FIGURE G2444.1(2) POWER-VENTED UNIT HEATER <\/td>\n<\/tr>\n | ||||||
| 1186<\/td>\n | FIGURE G2444.1(3) UNIT HEATER VENTING (TYPICAL) FIGURE G2444.1(3) UNIT HEATER VENTING (TYPICAL) FIGURE G2444.1(4) DRAFT-HOOD-EQUIPPED UNIT HEATER FIGURE G2444.1(4) DRAFT-HOOD-EQUIPPED UNIT HEATER FIGURE G2444.1(5) FUNDAMENTAL COMPONENTS OF UNIT HEATER FIGURE G2444.1(5) FUNDAMENTAL COMPONENTS OF UNIT HEATER <\/td>\n<\/tr>\n | ||||||
| 1187<\/td>\n | SECTION G2445 (621) – UNVENTED ROOM HEATERS SECTION G2445 (621) – UNVENTED ROOM HEATERS FIGURE G2445.1(1) UNVENTED ROOM HEATER FIGURE G2445.1(1) UNVENTED ROOM HEATER FIGURE G2445.1(2) UNVENTED ROOM HEATER FIGURE G2445.1(2) UNVENTED ROOM HEATER <\/td>\n<\/tr>\n | ||||||
| 1188<\/td>\n | FIGURE G2445.7.1 FIREBOX FOR UNVENTED ROOM HEATER FIGURE G2445.7.1 FIREBOX FOR UNVENTED ROOM HEATER <\/td>\n<\/tr>\n | ||||||
| 1189<\/td>\n | SECTION G2446 (622) VENTED ROOM HEATERS SECTION G2446 (622) VENTED ROOM HEATERS FIGURE G2446.1 VENTED ROOM HEATER FIGURE G2446.1 VENTED ROOM HEATER SECTION G2447 (623) COOKING APPLIANCES SECTION G2447 (623) COOKING APPLIANCES <\/td>\n<\/tr>\n | ||||||
| 1190<\/td>\n | FIGURE G2447.3(1) DOMESTIC (HOUSEHOLD) RANGE FIGURE G2447.3(1) DOMESTIC (HOUSEHOLD) RANGE FIGURE G2447.3(2) HOUSEHOLD-TYPE COOKING APPLIANCE LABEL FIGURE G2447.3(2) HOUSEHOLD-TYPE COOKING APPLIANCE LABEL SECTION G2448 (624) – WATER HEATERS SECTION G2448 (624) – WATER HEATERS <\/td>\n<\/tr>\n | ||||||
| 1191<\/td>\n | FIGURE G2448.2(1) DIRECT-VENT WATER HEATER DESIGNED FOR BOTH POTABLE WATER HEATING AND SPACE HEATING APPLICATIONS FIGURE G2448.2(1) DIRECT-VENT WATER HEATER DESIGNED FOR BOTH POTABLE WATER HEATING AND SPACE HEATING APPLICATIONS FIGURE G2448.2(2) WATER HEATER LABEL INDICATING SUITABILITY FOR BOTH POTABLE WATER HEATING AND SPACE HEATING FIGURE G2448.2(2) WATER HEATER LABEL INDICATING SUITABILITY FOR BOTH POTABLE WATER HEATING AND SPACE HEATING <\/td>\n<\/tr>\n | ||||||
| 1192<\/td>\n | SECTION G2449 (627) – AIR CONDITIONING APPLIANCES SECTION G2449 (627) – AIR CONDITIONING APPLIANCES SECTION G2450 (628) – ILLUMINATING APPLIANCES SECTION G2450 (628) – ILLUMINATING APPLIANCES <\/td>\n<\/tr>\n | ||||||
| 1193<\/td>\n | SECTION G2451 (630) – INFRARED RADIANT HEATERS SECTION G2451 (630) – INFRARED RADIANT HEATERS FIGURE G2451.1(1) CERAMIC BURNER INFRARED RADIANT HEATER FIGURE G2451.1(1) CERAMIC BURNER INFRARED RADIANT HEATER FIGURE G2451.1(2) CERAMIC BURNER INFRARED RADIANT HEATER FIGURE G2451.1(2) CERAMIC BURNER INFRARED RADIANT HEATER <\/td>\n<\/tr>\n | ||||||
| 1194<\/td>\n | FIGURE G2451.1(3) TUBE-TYPE INFRARED RADIANT HEATER FIGURE G2451.1(3) TUBE-TYPE INFRARED RADIANT HEATER FIGURE G2451.1(4) SAMPLE LABEL INFRARED RADIANT TUBE HEATER FIGURE G2451.1(4) SAMPLE LABEL INFRARED RADIANT TUBE HEATER <\/td>\n<\/tr>\n | ||||||
| 1195<\/td>\n | SECTION G2452 (631) – BOILERS SECTION G2452 (631) – BOILERS FIGURE G2452.1 STEAM HEATING BOILER WITH GAUGE-GLASS,LOW WATER CUTOFF CONTROL, PRESSURE GAUGE, PRESSURE LIMIT CONTROL AND AUTOMATIC VENT DAMPER FIGURE G2452.1 STEAM HEATING BOILER WITH GAUGE-GLASS,LOW WATER CUTOFF CONTROL, PRESSURE GAUGE, PRESSURE LIMIT CONTROL AND AUTOMATIC VENT DAMPER FIGURE G2452.2(1) ELECTRONIC PROBE-TYPE LOW-WATER CUTOFF CONTROL WITH GAUGE GLASS AND TRI-COCKS FOR STEAM BOILER APPLICATION FIGURE G2452.2(1) ELECTRONIC PROBE-TYPE LOW-WATER CUTOFF CONTROL WITH GAUGE GLASS AND TRI-COCKS FOR STEAM BOILER APPLICATION <\/td>\n<\/tr>\n | ||||||
| 1196<\/td>\n | FIGURE G2452.2(2) ELECTRONIC PROBE-TYPE LOW-WATER CUTOFF CONTROL FOR HOT WATER BOILER APPLICATIO FIGURE G2452.2(2) ELECTRONIC PROBE-TYPE LOW-WATER CUTOFF CONTROL FOR HOT WATER BOILER APPLICATIO FIGURE G2452.2(3) ELECTRONIC PROBE-TYPE LOW-WATER CUTOFF CONTROL FOR HOT WATER BOILER APPLICATION FIGURE G2452.2(3) ELECTRONIC PROBE-TYPE LOW-WATER CUTOFF CONTROL FOR HOT WATER BOILER APPLICATION TABLE G2453.1 (634.1) FREE OPENING AREA OF CHIMNEY DAMPER FOR VENTING FLUE GASES FROM UNLISTED DECORATIVE APPLIANCES FOR INSTALLATION IN VENTED FIREPLACES TABLE G2453.1 (634.1) FREE OPENING AREA OF CHIMNEY DAMPER FOR VENTING FLUE GASES FROM UNLISTED DECORATIVE APPLIANCES FOR INSTALLATION IN VENTED FIREPLACES <\/td>\n<\/tr>\n | ||||||
| 1197<\/td>\n | BIBLIOGRAPHY BIBLIOGRAPHY <\/td>\n<\/tr>\n | ||||||
| 1199<\/td>\n | PART VII – PLUMBING PART VII – PLUMBING CHAPTER 25: PLUMBING ADMINISTRATION CHAPTER 25: PLUMBING ADMINISTRATION GENERAL COMMENTS GENERAL COMMENTS PURPOSE PURPOSE SECTION P2501 – GENERAL SECTION P2501 – GENERAL SECTION P2502 – EXISTING PLUMBING SYSTEMS SECTION P2502 – EXISTING PLUMBING SYSTEMS <\/td>\n<\/tr>\n | ||||||
| 1200<\/td>\n | SECTION P2503 – INSPECTION AND TESTS SECTION P2503 – INSPECTION AND TESTS <\/td>\n<\/tr>\n | ||||||
| 1202<\/td>\n | FIGURE P2503.6(1) TESTING OF FIELD-FABRICATED SHOWER LINER FIGURE P2503.6(1) TESTING OF FIELD-FABRICATED SHOWER LINER FIGURE P2503.6(2) INSTALLED SHOWER LINER READY FOR TESTING FIGURE P2503.6(2) INSTALLED SHOWER LINER READY FOR TESTING <\/td>\n<\/tr>\n | ||||||
| 1203<\/td>\n | FIGURE P2503.9 – IMPROPER GAUGE FOR TEST(DIAL INCREMENTS TOO LARGE) FIGURE P2503.9 – IMPROPER GAUGE FOR TEST(DIAL INCREMENTS TOO LARGE) <\/td>\n<\/tr>\n | ||||||
| 1204<\/td>\n | BIBIOGRAPHY BIBIOGRAPHY <\/td>\n<\/tr>\n | ||||||
| 1205<\/td>\n | CHAPTER 26: GENERAL PLUMBING REQUIRMENTS CHAPTER 26: GENERAL PLUMBING REQUIRMENTS GENERAL COMMENTS GENERAL COMMENTS PURPOSE PURPOSE SECTION P2601 – GENERAL SECTION P2601 – GENERAL SECTION P2602 – INDIVIDUAL WATER SUPPLY AND SEWAGE DISPOSAL SECTION P2602 – INDIVIDUAL WATER SUPPLY AND SEWAGE DISPOSAL <\/td>\n<\/tr>\n | ||||||
| 1206<\/td>\n | SECTION P2603 – STRUCTURAL AND PIPING PROTECTION SECTION P2603 – STRUCTURAL AND PIPING PROTECTION <\/td>\n<\/tr>\n | ||||||
| 1207<\/td>\n | FIGURE P2603.2(1) NOTCHING AND BORING IN A WOOD STUD WALL FIGURE P2603.2(1) NOTCHING AND BORING IN A WOOD STUD WALL <\/td>\n<\/tr>\n | ||||||
| 1208<\/td>\n | FIGURE P2603.2(2) VIOLATION: NOTCHES TOO DEEP IN STUD FIGURE P2603.2(2) VIOLATION: NOTCHES TOO DEEP IN STUD FIGURE P2603.2(3) VIOLATION: EXTERIOR STUD NOTCHED TOO DEEP FIGURE P2603.2(3) VIOLATION: EXTERIOR STUD NOTCHED TOO DEEP <\/td>\n<\/tr>\n | ||||||
| 1209<\/td>\n | FIGURE P2603.2(4) VIOLATION: EXTERIOR STUD COMPLETELY SEVERED FIGURE P2603.2(4) VIOLATION: EXTERIOR STUD COMPLETELY SEVERED FIGURE P2603.2(5) VIOLATION: WALL TOP PLATE NOT REINFORCED FIGURE P2603.2(5) VIOLATION: WALL TOP PLATE NOT REINFORCED <\/td>\n<\/tr>\n | ||||||
| 1210<\/td>\n | FIGURE P2603.2(6) VIOLATION: WALL TOP PLATE NOT REINFORCED FIGURE P2603.2(6) VIOLATION: WALL TOP PLATE NOT REINFORCED <\/td>\n<\/tr>\n | ||||||
| 1211<\/td>\n | FIGURE P2603.2(7) LAMINATED VENEER LUMBER BEAM FIGURE P2603.2(7) LAMINATED VENEER LUMBER BEAM FIGURE P2603.2(8) VIOLATION: TOP CHORD OF TRUSS NOTCHED FIGURE P2603.2(8) VIOLATION: TOP CHORD OF TRUSS NOTCHED <\/td>\n<\/tr>\n | ||||||
| 1212<\/td>\n | FIGURE P2603.2(9) VIOLATION: HOLE IN BOTTOM CHORD OF ROOF TRUSS FIGURE P2603.2(9) VIOLATION: HOLE IN BOTTOM CHORD OF ROOF TRUSS FIGURE P2603.2(10) VIOLATION: TOP CHORD OF I-JOIST COMPLETELY SEVERED FIGURE P2603.2(10) VIOLATION: TOP CHORD OF I-JOIST COMPLETELY SEVERED <\/td>\n<\/tr>\n | ||||||
| 1213<\/td>\n | FIGURE P2603.2(11) VIOLATION: I-JOIST WEB HOLES IRREGULAR SHAPE, TOO LARGE, TOO CLOSE TOGETHER FIGURE P2603.2(11) VIOLATION: I-JOIST WEB HOLES IRREGULAR SHAPE, TOO LARGE, TOO CLOSE TOGETHER <\/td>\n<\/tr>\n | ||||||
| 1214<\/td>\n | FIGURE P2603.2.1(1) REQUIRED SHIELD PLATES FIGURE P2603.2.1(1) REQUIRED SHIELD PLATES FIGURE P2603.2.1(2) PIPE PROTECTION VIOLATION FIGURE P2603.2.1(2) PIPE PROTECTION VIOLATION <\/td>\n<\/tr>\n | ||||||
| 1215<\/td>\n | FIGURE P2603.4(1) PIPE PROTECTION FIGURE P2603.4(1) PIPE PROTECTION FIGURE P2603.4(2) ANNULAR SPACE PROTECTION FIGURE P2603.4(2) ANNULAR SPACE PROTECTION <\/td>\n<\/tr>\n | ||||||
| 1216<\/td>\n | FIGURE P2603.5 PIPE PROTECTION FIGURE P2603.5 PIPE PROTECTION SECTION P2604 – TRENCHING AND BACKFILLING SECTION P2604 – TRENCHING AND BACKFILLING <\/td>\n<\/tr>\n | ||||||
| 1217<\/td>\n | FIGURE P2603.6 PROTECTION AGAINST FREEZING FIGURE P2603.6 PROTECTION AGAINST FREEZING SECTION P2605 – SUPPORT SECTION P2605 – SUPPORT <\/td>\n<\/tr>\n | ||||||
| 1218<\/td>\n | FIGURE P2604.4 PIPE LOCATION WITH RESPECT TO FOOTINGS FIGURE P2604.4 PIPE LOCATION WITH RESPECT TO FOOTINGS SECTION P2606 – WATERPROOFING OF OPENINGS SECTION P2606 – WATERPROOFING OF OPENINGS FIGURE P2606.1 ROOF PENETRATIONS FIGURE P2606.1 ROOF PENETRATIONS <\/td>\n<\/tr>\n | ||||||
| 1219<\/td>\n | TABLE P2605.1 PIPING SUPPORT TABLE P2605.1 PIPING SUPPORT <\/td>\n<\/tr>\n | ||||||
| 1220<\/td>\n | FIGURE P2605.1(1) SWAY BRACING FIGURE P2605.1(1) SWAY BRACING FIGURE P2605.1(2) POINT OF SAG BETWEEN HANGERS FIGURE P2605.1(2) POINT OF SAG BETWEEN HANGERS FIGURE P2605.1(3) LOCATION OF HANGERS FIGURE P2605.1(3) LOCATION OF HANGERS <\/td>\n<\/tr>\n | ||||||
| 1221<\/td>\n | SECTION P2607 – WORKMANSHIP SECTION P2607 – WORKMANSHIP FIGURE P2607.1 PREPARATION OF PIPE END FIGURE P2607.1 PREPARATION OF PIPE END SECTION P2608 – MATERIALS EVALUATION AND LISTING SECTION P2608 – MATERIALS EVALUATION AND LISTING <\/td>\n<\/tr>\n | ||||||
| 1222<\/td>\n | TABLE P2608.4 PRODUCTS AND MATERIALS REQUIRING THIRD-PARTY TESTING AND THIRD-PARTY CERTIFICATION TABLE P2608.4 PRODUCTS AND MATERIALS REQUIRING THIRD-PARTY TESTING AND THIRD-PARTY CERTIFICATION FIGURE P2608.4 SAMPLE MARKING OF PVC PRESSURE PIPE FIGURE P2608.4 SAMPLE MARKING OF PVC PRESSURE PIPE <\/td>\n<\/tr>\n | ||||||
| 1223<\/td>\n | BIBLIOGRAPHY BIBLIOGRAPHY <\/td>\n<\/tr>\n | ||||||
| 1225<\/td>\n | CHAPTER 27: PLUMBING FIXTURES \n CHAPTER 27: PLUMBING FIXTURES \n GENERAL COMMENTS GENERAL COMMENTS PURPOSE PURPOSE SECTION P2701 – FIXTURES, FAUCETS AND FIXTURE FITTINGS SECTION P2701 – FIXTURES, FAUCETS AND FIXTURE FITTINGS SECTION P2702 – FIXTURE ACCESSORIES SECTION P2702 – FIXTURE ACCESSORIES <\/td>\n<\/tr>\n | ||||||
| 1226<\/td>\n | TABLE P2701.1 PLUMBING FIXTURES, FAUCETS AND FIXTURE FITTINGS TABLE P2701.1 PLUMBING FIXTURES, FAUCETS AND FIXTURE FITTINGS <\/td>\n<\/tr>\n | ||||||
| 1227<\/td>\n | FIGURE P2702.4 WALL-MOUNTED WATER CLOSET FIGURE P2702.4 WALL-MOUNTED WATER CLOSET SECTION P2703 – TAIL PIECES SECTION P2703 – TAIL PIECES SECTION P2704 – ACCESS TO CONNECTIONS SECTION P2704 – ACCESS TO CONNECTIONS <\/td>\n<\/tr>\n | ||||||
| 1228<\/td>\n | SECTION P2705 – INSTALLATION SECTION P2705 – INSTALLATION FIGURE P2705.1 FIXTURES CLEARANCES FIGURE P2705.1 FIXTURES CLEARANCES <\/td>\n<\/tr>\n | ||||||
| 1229<\/td>\n | SECTION P2706 – WASTE RECEPTORS SECTION P2706 – WASTE RECEPTORS FIGURE P2706.1 WASTE RECEPTOR FIGURE P2706.1 WASTE RECEPTOR <\/td>\n<\/tr>\n | ||||||
| 1230<\/td>\n | FIGURE P2706.2 STANDPIPES FIGURE P2706.2 STANDPIPES FIGURE P2706.2.1 LAUNDRY TUB CONNECTION TO STANDPIPE FIGURE P2706.2.1 LAUNDRY TUB CONNECTION TO STANDPIPE <\/td>\n<\/tr>\n | ||||||
| 1231<\/td>\n | SECTION P2707 – DIRECTIONAL FITTINGS SECTION P2707 – DIRECTIONAL FITTINGS SECTION P2708 – SHOWERS SECTION P2708 – SHOWERS <\/td>\n<\/tr>\n | ||||||
| 1232<\/td>\n | FIGURE P2708.1 SHOWER COMPARTMENT FIGURE P2708.1 SHOWER COMPARTMENT FIGURE P2708.2(1) SECURING SHOWER RISER FIGURE P2708.2(1) SECURING SHOWER RISER <\/td>\n<\/tr>\n | ||||||
| 1233<\/td>\n | FIGURE P2708.2(2) SPECIAL BRACKET FOR SHOWER RISER (Photo courtesy of Holdrite-Hubbard Enterprises) FIGURE P2708.2(2) SPECIAL BRACKET FOR SHOWER RISER (Photo courtesy of Holdrite-Hubbard Enterprises) FIGURE P2708.3 TEMPERATURE BURN CHART FIGURE P2708.3 TEMPERATURE BURN CHART <\/td>\n<\/tr>\n | ||||||
| 1234<\/td>\n | SECTION P2709 – SHOWER RECEPTORS SECTION P2709 – SHOWER RECEPTORS FIGURE P2709.1 SHOWER DRAIN AND PAN CONNECTION FIGURE P2709.1 SHOWER DRAIN AND PAN CONNECTION <\/td>\n<\/tr>\n | ||||||
| 1235<\/td>\n | SECTION P2710 – SHOWER WALLS SECTION P2710 – SHOWER WALLS SECTION P2711 – LAVATORIES SECTION P2711 – LAVATORIES <\/td>\n<\/tr>\n | ||||||
| 1236<\/td>\n | SECTION P2712 – WATER CLOSETS SECTION P2712 – WATER CLOSETS <\/td>\n<\/tr>\n | ||||||
| 1237<\/td>\n | SECTION P2713 – BATHTUBS SECTION P2713 – BATHTUBS <\/td>\n<\/tr>\n | ||||||
| 1238<\/td>\n | FIGURE P2713 3 HOT WATER TEMPERATURE LIMITS FIGURE P2713 3 HOT WATER TEMPERATURE LIMITS SECTION P2714 – SINKS SECTION P2714 – SINKS SECTION P2715 – LAUNDRY TUBS SECTION P2715 – LAUNDRY TUBS SECTION P2716 – FOOD WASTE GRINDER SECTION P2716 – FOOD WASTE GRINDER <\/td>\n<\/tr>\n | ||||||
| 1239<\/td>\n | SECTION P2717 – DISHWASHING MACHINES SECTION P2717 – DISHWASHING MACHINES FIGURE P2717.2 DISHWASHER WASTE CONNECTIONS FIGURE P2717.2 DISHWASHER WASTE CONNECTIONS SECTION P2718 – CLOTHES WASHING MACHINE SECTION P2718 – CLOTHES WASHING MACHINE <\/td>\n<\/tr>\n | ||||||
| 1240<\/td>\n | SECTION P2719 – FLOOR DRAINS SECTION P2719 – FLOOR DRAINS SECTION P2720 – WHIRLPOOL BATHTUBS SECTION P2720 – WHIRLPOOL BATHTUBS FIGURE P2720.1(1) NONCOMPLIANT WHIRLPOOL BATHTUB PUMP ACCESS FIGURE P2720.1(1) NONCOMPLIANT WHIRLPOOL BATHTUB PUMP ACCESS <\/td>\n<\/tr>\n | ||||||
| 1241<\/td>\n | FIGURE P2720.1(2) NONCOMPLIANT WHIRLPOOL BATHTUB PUMP ACCESS FIGURE P2720.1(2) NONCOMPLIANT WHIRLPOOL BATHTUB PUMP ACCESS SECTION P2721 – BIDET INSTALLATIONS SECTION P2721 – BIDET INSTALLATIONS SECTION P2722 – FIXTURE FITTING SECTION P2722 – FIXTURE FITTING <\/td>\n<\/tr>\n | ||||||
| 1242<\/td>\n | SECTION P2723 – MACERATING TOILET SYSTEMS SECTION P2723 – MACERATING TOILET SYSTEMS SECTION P2724 – SPECIALTY TEMPERATURE CONTROL DEVICES AND VALVES SECTION P2724 – SPECIALTY TEMPERATURE CONTROL DEVICES AND VALVES <\/td>\n<\/tr>\n | ||||||
| 1243<\/td>\n | BIBLIOGRAPHY BIBLIOGRAPHY <\/td>\n<\/tr>\n | ||||||
| 1245<\/td>\n | CHAPTER 28: WATER HEATERS CHAPTER 28: WATER HEATERS GENERAL COMMENTS GENERAL COMMENTS PURPOSE PURPOSE SECTION P2801 – GENERAL SECTION P2801 – GENERAL <\/td>\n<\/tr>\n | ||||||
| 1246<\/td>\n | FIGURE P2801.5 WATER HEATER IN DRAIN PAN FIGURE P2801.5 WATER HEATER IN DRAIN PAN <\/td>\n<\/tr>\n | ||||||
| 1248<\/td>\n | SECTION P2802 – WATER HEATERS USED FOR SPACE HEATING SECTION P2802 – WATER HEATERS USED FOR SPACE HEATING SECTION P2803 – RELIEF VALVES SECTION P2803 – RELIEF VALVES <\/td>\n<\/tr>\n | ||||||
| 1249<\/td>\n | FIGURE P2801.7 EXAMPLE OF SEISMIC RESTRAINT FOR SMALL WATER HEATERS FIGURE P2801.7 EXAMPLE OF SEISMIC RESTRAINT FOR SMALL WATER HEATERS <\/td>\n<\/tr>\n | ||||||
| 1250<\/td>\n | FIGURE P2803.4 TEMPERATURE AND PRESSURE RELIEF VALVE INSTALLATION FIGURE P2803.4 TEMPERATURE AND PRESSURE RELIEF VALVE INSTALLATION <\/td>\n<\/tr>\n | ||||||
| 1252<\/td>\n | FIGURE P2803.7 BOTTOM FED WATER HEATER FIGURE P2803.7 BOTTOM FED WATER HEATER BIBLIOGRAPHY BIBLIOGRAPHY <\/td>\n<\/tr>\n | ||||||
| 1255<\/td>\n | CHAPTER 29: WATER SUPPLY AND DISTRIBUTION CHAPTER 29: WATER SUPPLY AND DISTRIBUTION GENERAL COMMENTS GENERAL COMMENTS PURPOSE PURPOSE SECTION P2901 – GENERAL SECTION P2901 – GENERAL SECTION P2902 – PROTECTION OF POTABLE WATER SUPPLY SECTION P2902 – PROTECTION OF POTABLE WATER SUPPLY <\/td>\n<\/tr>\n | ||||||
| 1256<\/td>\n | FIGURE P2902.1(1) EXAMPLE OF A SIMPLE SIPHON FIGURE P2902.1(1) EXAMPLE OF A SIMPLE SIPHON <\/td>\n<\/tr>\n | ||||||
| 1257<\/td>\n | FIGURE P2902.1(2) EXAMPLE OF ASPIRATION OR VENTURI PRINCIPLE FIGURE P2902.1(2) EXAMPLE OF ASPIRATION OR VENTURI PRINCIPLE FIGURE P2902.1(3) EXAMPLE OF PUMP CAUSING NEGATIVE PRESSURE FIGURE P2902.1(3) EXAMPLE OF PUMP CAUSING NEGATIVE PRESSURE <\/td>\n<\/tr>\n | ||||||
| 1258<\/td>\n | TABLE P2902.3 APPLICATION FOR BACKFLOW PREVENTERS TABLE P2902.3 APPLICATION FOR BACKFLOW PREVENTERS <\/td>\n<\/tr>\n | ||||||
| 1259<\/td>\n | TABLE P2902.3.1 MINIMUM AIR GAPS TABLE P2902.3.1 MINIMUM AIR GAPS FIGURE P2902.3.1(1) AIR GAP FOR A LAVATORY FAUCET FIGURE P2902.3.1(1) AIR GAP FOR A LAVATORY FAUCET <\/td>\n<\/tr>\n | ||||||
| 1260<\/td>\n | FIGURE P2902.3.1(2) AIR GAPS\u2014LOCATED NEAR SINGLE WALL FIGURE P2902.3.1(2) AIR GAPS\u2014LOCATED NEAR SINGLE WALL FIGURE P2902.3.1(3) AIR GAPS\u2014LOCATED NEAR INTERSECTING WALLS FIGURE P2902.3.1(3) AIR GAPS\u2014LOCATED NEAR INTERSECTING WALLS <\/td>\n<\/tr>\n | ||||||
| 1262<\/td>\n | FIGURE P2902.3.4 PRESSURE VACUUM BREAKER FIGURE P2902.3.4 PRESSURE VACUUM BREAKER <\/td>\n<\/tr>\n | ||||||
| 1263<\/td>\n | FIGURE P2902.3.5 REDUCED PRESSURE PRINCIPLE BACKFLOW PREVENTER FIGURE P2902.3.5 REDUCED PRESSURE PRINCIPLE BACKFLOW PREVENTER <\/td>\n<\/tr>\n | ||||||
| 1264<\/td>\n | FIGURE P2902.4.3 HOSE CONNECTION VACUUM BREAKER FIGURE P2902.4.3 HOSE CONNECTION VACUUM BREAKER <\/td>\n<\/tr>\n | ||||||
| 1266<\/td>\n | SECTION P2903 – WATER-SUPPLY SYSTEM SECTION P2903 – WATER-SUPPLY SYSTEM <\/td>\n<\/tr>\n | ||||||
| 1267<\/td>\n | TABLE P2903.1 REQUIRED CAPACITIES AT POINT OF OUTLET DISCHARGE TABLE P2903.1 REQUIRED CAPACITIES AT POINT OF OUTLET DISCHARGE TABLEP2903.2 MAXIMUM FLOW RATES AND CONSUMPTION FOR PLUMBING FIXTURES AND FIXTURE FITTINGSb TABLEP2903.2 MAXIMUM FLOW RATES AND CONSUMPTION FOR PLUMBING FIXTURES AND FIXTURE FITTINGSb <\/td>\n<\/tr>\n | ||||||
| 1268<\/td>\n | FIGURE P2903.4 EXAMPLE METHOD OF THERMAL EXPANSION FIGURE P2903.4 EXAMPLE METHOD OF THERMAL EXPANSION <\/td>\n<\/tr>\n | ||||||
| 1269<\/td>\n | FIGURE 2903.5 EXAMPLE OF MECHANICAL WATER HAMMER ARRESTORS FIGURE 2903.5 EXAMPLE OF MECHANICAL WATER HAMMER ARRESTORS <\/td>\n<\/tr>\n | ||||||
| 1270<\/td>\n | TABLE P2903.6 WATER-SUPPLY FIXTURE-UNIT VALUES FOR VARIOUS PLUMBING FIXTURES AND FIXTURE GROUPS TABLE P2903.6 WATER-SUPPLY FIXTURE-UNIT VALUES FOR VARIOUS PLUMBING FIXTURES AND FIXTURE GROUPS <\/td>\n<\/tr>\n | ||||||
| 1271<\/td>\n | TABLE P2903.6(1) CONVERSIONS FROM WATER SUPPLY FIXTURE UNIT TO GALLON PER MINUTE FLOW RATES TABLE P2903.6(1) CONVERSIONS FROM WATER SUPPLY FIXTURE UNIT TO GALLON PER MINUTE FLOW RATES <\/td>\n<\/tr>\n | ||||||
| 1272<\/td>\n | FIGURE P2903.8 SIMPLIFIED SCHEMATIC OF PARALLEL WATER DISTRIBUTION FIGURE P2903.8 SIMPLIFIED SCHEMATIC OF PARALLEL WATER DISTRIBUTION TABLE P2903.8.1 MANIFOLD SIZING TABLE P2903.8.1 MANIFOLD SIZING <\/td>\n<\/tr>\n | ||||||
| 1273<\/td>\n | FIGURE P2903.9.1(1) CURB VALVE ON WATER SUPPLY FIGURE P2903.9.1(1) CURB VALVE ON WATER SUPPLY <\/td>\n<\/tr>\n | ||||||
| 1274<\/td>\n | FIGURE P2903.9.1(2) VALVE AT ENTRANCE TO THE BUILDING AND ON THE DISCHARGE SIDE OF THE METER FIGURE P2903.9.1(2) VALVE AT ENTRANCE TO THE BUILDING AND ON THE DISCHARGE SIDE OF THE METER FIGURE P2903.9.1(3) DWELLING UNIT VALVE FIGURE P2903.9.1(3) DWELLING UNIT VALVE <\/td>\n<\/tr>\n | ||||||
| 1275<\/td>\n | FIGURE P2903.9.5(1) FROST-PROOF YARD HYDRANT WITH STOP-AND-WASTE VALVE BELOW GRADE FIGURE P2903.9.5(1) FROST-PROOF YARD HYDRANT WITH STOP-AND-WASTE VALVE BELOW GRADE <\/td>\n<\/tr>\n | ||||||
| 1276<\/td>\n | FIGURE P2903.9.5(2) VIOLATION: FROSTPROOF YARD HYDRANT CONNECTED TO WATER SERVICE LINE FIGURE P2903.9.5(2) VIOLATION: FROSTPROOF YARD HYDRANT CONNECTED TO WATER SERVICE LINE FIGURE P2903.9.5(3) SANITARY FROSTPROOF YARD HYDRANT FIGURE P2903.9.5(3) SANITARY FROSTPROOF YARD HYDRANT <\/td>\n<\/tr>\n | ||||||
| 1277<\/td>\n | FIGURE P2903.9.5(4) PROPER INSTALLATION OF FROSTPROOF YARD HYDRANT WITH STOP-AND-WASTE VALVE BELOW GRADE FIGURE P2903.9.5(4) PROPER INSTALLATION OF FROSTPROOF YARD HYDRANT WITH STOP-AND-WASTE VALVE BELOW GRADE FIGURE P2903.10 TYPICAL FREEZE-PROOF HOSE BIBB INSTALLATION NOT REQUIRING SEPARATE VALVE FIGURE P2903.10 TYPICAL FREEZE-PROOF HOSE BIBB INSTALLATION NOT REQUIRING SEPARATE VALVE <\/td>\n<\/tr>\n | ||||||
| 1278<\/td>\n | SECTION P2904 – DWELLING UNIT FIRE SPRINKLER SYSTEMS SECTION P2904 – DWELLING UNIT FIRE SPRINKLER SYSTEMS <\/td>\n<\/tr>\n | ||||||
| 1279<\/td>\n | FIGURE P2904.2(1) PENDANT SPRINKLER FIGURE P2904.2(1) PENDANT SPRINKLER FIGURE P2904.2(2) HORIZONTAL SIDEWALL SPRINKLER FIGURE P2904.2(2) HORIZONTAL SIDEWALL SPRINKLER <\/td>\n<\/tr>\n | ||||||
| 1280<\/td>\n | FIGURE P2904.2.2 SPRINKLER PLACEMENT NEAR CEILING-MOUNTED WARM AIR REGISTER FIGURE P2904.2.2 SPRINKLER PLACEMENT NEAR CEILING-MOUNTED WARM AIR REGISTER TABLE P2904.2.2 LOCATIONS WHERE INTERMEDIATE TEMPERATURE SPRINKLERS ARE REQUIRED TABLE P2904.2.2 LOCATIONS WHERE INTERMEDIATE TEMPERATURE SPRINKLERS ARE REQUIRED <\/td>\n<\/tr>\n | ||||||
| 1283<\/td>\n | TABLE SPRINKLER MODE A, PENDENT, K = 3.1 TABLE SPRINKLER MODE A, PENDENT, K = 3.1 TABLE SPRINKLER MODEL B, PENDENT, K = 4.3 TABLE SPRINKLER MODEL B, PENDENT, K = 4.3 TABLE SPRINKLER MODEL C, HORIZONTAL SIDEWALL, DEFLECTOR, 4-6 INCHES FROM CEILING, K = 4.0 TABLE SPRINKLER MODEL C, HORIZONTAL SIDEWALL, DEFLECTOR, 4-6 INCHES FROM CEILING, K = 4.0 TABLE SPRINKLER MODEL D, HORIZONTAL SIDEWALL, DEFLECTOR 4-6 INCHES FROM CEILING, K = 4.3 TABLE SPRINKLER MODEL D, HORIZONTAL SIDEWALL, DEFLECTOR 4-6 INCHES FROM CEILING, K = 4.3 <\/td>\n<\/tr>\n | ||||||
| 1285<\/td>\n | EQUATION 29-1 EQUATION 29-1 <\/td>\n<\/tr>\n | ||||||
| 1286<\/td>\n | TABLE P2904.6.2(1) WATER SERVICE PRESSURE LOSS TABLE P2904.6.2(1) WATER SERVICE PRESSURE LOSS <\/td>\n<\/tr>\n | ||||||
| 1287<\/td>\n | TABLE P2904.6.2(2) MINIMUM WATER METER PRESSURE LOSS (PLm) TABLE P2904.6.2(2) MINIMUM WATER METER PRESSURE LOSS (PLm) <\/td>\n<\/tr>\n | ||||||
| 1288<\/td>\n | TABLE P2904.6.2(3) ELEVATION LOSS (PLe) TABLE P2904.6.2(3) ELEVATION LOSS (PLe) <\/td>\n<\/tr>\n | ||||||
| 1290<\/td>\n | TABLE P2904.6.2(4) ALLOWABLE PIPE LENGTH FOR 3\/4-INCH TYPE M COPPER WATER TUBING TABLE P2904.6.2(4) ALLOWABLE PIPE LENGTH FOR 3\/4-INCH TYPE M COPPER WATER TUBING <\/td>\n<\/tr>\n | ||||||
| 1291<\/td>\n | TABLE P2904.6.2(5) ALLOWABLE PIPE LENGTH FOR 1-INCH TYPE M COPPER WATER TUBING TABLE P2904.6.2(5) ALLOWABLE PIPE LENGTH FOR 1-INCH TYPE M COPPER WATER TUBING <\/td>\n<\/tr>\n | ||||||
| 1292<\/td>\n | TABLE P2904.6.2(6) ALLOWABLE PIPE LENGTH FOR 3\/4-INCH CPVC PIPE TABLE P2904.6.2(6) ALLOWABLE PIPE LENGTH FOR 3\/4-INCH CPVC PIPE <\/td>\n<\/tr>\n | ||||||
| 1293<\/td>\n | TABLE P2904.6.2(7) ALLOWABLE PIPE LENGTH FOR 1-INCH CPVC PIPE TABLE P2904.6.2(7) ALLOWABLE PIPE LENGTH FOR 1-INCH CPVC PIPE <\/td>\n<\/tr>\n | ||||||
| 1294<\/td>\n | TABLE P2904.6.2(8) ALLOWABLE PIPE LENGTH FOR 3\/4-INCH PEX TUBING TABLE P2904.6.2(8) ALLOWABLE PIPE LENGTH FOR 3\/4-INCH PEX TUBING <\/td>\n<\/tr>\n | ||||||
| 1295<\/td>\n | TABLE P2904.6.2(9) ALLOWABLE PIPE LENGTH FOR 1-INCH PEX TUBING TABLE P2904.6.2(9) ALLOWABLE PIPE LENGTH FOR 1-INCH PEX TUBING <\/td>\n<\/tr>\n | ||||||
| 1296<\/td>\n | FIGURE P2904.6.2.2(1) BUILDING PLAN FIGURE P2904.6.2.2(1) BUILDING PLAN FIGURE P2904.6.2.2(2) LOCATIONS OF SPRINKLER FIGURE P2904.6.2.2(2) LOCATIONS OF SPRINKLER <\/td>\n<\/tr>\n | ||||||
| 1297<\/td>\n | FIGURE P2904.6.2.2(3) PIPING TO SPRINKLER FIGURE P2904.6.2.2(3) PIPING TO SPRINKLER <\/td>\n<\/tr>\n | ||||||
| 1298<\/td>\n | FIGURE P2904.8.1(1) SPRINKLER SYSTEM ROUGH-IN FIGURE P2904.8.1(1) SPRINKLER SYSTEM ROUGH-IN SECTION P2905 MATERIALS, JOINTS AND CONNECTIONS SECTION P2905 MATERIALS, JOINTS AND CONNECTIONS <\/td>\n<\/tr>\n | ||||||
| 1299<\/td>\n | FIGURE P2904.8.1(2) SPRINKLER SHOWN WITHOUT TEMPORARY PROTECTIVE COVER INSTALLED FIGURE P2904.8.1(2) SPRINKLER SHOWN WITHOUT TEMPORARY PROTECTIVE COVER INSTALLED <\/td>\n<\/tr>\n | ||||||
| 1300<\/td>\n | FIGURE P2905.3 BENDING FIGURE P2905.3 BENDING <\/td>\n<\/tr>\n | ||||||
| 1301<\/td>\n | TABLE P2905.4 WATER SERVICE PIPE TABLE P2905.4 WATER SERVICE PIPE FIGURE P2905.4(1) WATER SERVICE MATERIAL TRANSITIONS FIGURE P2905.4(1) WATER SERVICE MATERIAL TRANSITIONS <\/td>\n<\/tr>\n | ||||||
| 1303<\/td>\n | FIGURE P2905.4(2) SAMPLE MARKING OF PEX TUBING FIGURE P2905.4(2) SAMPLE MARKING OF PEX TUBING <\/td>\n<\/tr>\n | ||||||
| 1305<\/td>\n | FIGURE P2905.4.2(1) SEPARATION OF WATER SERVICE AND BUILDING SEWER FIGURE P2905.4.2(1) SEPARATION OF WATER SERVICE AND BUILDING SEWER FIGURE P2905.4.2(2) WATER SERVICE CROSSING OVER BUILDING SEWER FIGURE P2905.4.2(2) WATER SERVICE CROSSING OVER BUILDING SEWER <\/td>\n<\/tr>\n | ||||||
| 1306<\/td>\n | TABLE P2905.5 WATER DISTRIBUTION PIPE TABLE P2905.5 WATER DISTRIBUTION PIPE <\/td>\n<\/tr>\n | ||||||
| 1307<\/td>\n | TABLE P2905.6 PIPE FITTINGS TABLE P2905.6 PIPE FITTINGS <\/td>\n<\/tr>\n | ||||||
| 1310<\/td>\n | FIGURE P2905.14 PREPARATION OF PIPE END FIGURE P2905.14 PREPARATION OF PIPE END FIGURE P2905.15 TYPICAL FLARED JOINT FIGURE P2905.15 TYPICAL FLARED JOINT <\/td>\n<\/tr>\n | ||||||
| 1311<\/td>\n | FIGURE P2905.15 HEAT APPLICATION OF BRAZED JOINT FIGURE P2905.15 HEAT APPLICATION OF BRAZED JOINT FIGURE P2905.17.1 DIELECTRIC UNION FIGURE P2905.17.1 DIELECTRIC UNION <\/td>\n<\/tr>\n | ||||||
| 1312<\/td>\n | SECTION P2906 – CHANGES IN DIRECTION SECTION P2906 – CHANGES IN DIRECTION SECTION P2907 – SUPPORT SECTION P2907 – SUPPORT SECTION P2908 – DRINKING WATER TREATMENT UNITS SECTION P2908 – DRINKING WATER TREATMENT UNITS <\/td>\n<\/tr>\n | ||||||
| 1313<\/td>\n | BIBLIOGRAPHY BIBLIOGRAPHY <\/td>\n<\/tr>\n | ||||||
| 1315<\/td>\n | CHAPTER 30: SANITARY DRAINAGE CHAPTER 30: SANITARY DRAINAGE GENERAL COMMENTS GENERAL COMMENTS PURPOSE PURPOSE SECTION P3001 – GENERAL SECTION P3001 – GENERAL <\/td>\n<\/tr>\n | ||||||
| 1316<\/td>\n | SECTION P3002 – MATERIALS SECTION P3002 – MATERIALS <\/td>\n<\/tr>\n | ||||||
| 1317<\/td>\n | TABLE P3002.1(1) ABOVE-GROUND DRAINAGE AND VENT PIPE TABLE P3002.1(1) ABOVE-GROUND DRAINAGE AND VENT PIPE TABLE P3002.1(2) UNDERGROUND BUILDING DRAINAGE AND VENT PIPE TABLE P3002.1(2) UNDERGROUND BUILDING DRAINAGE AND VENT PIPE <\/td>\n<\/tr>\n | ||||||
| 1318<\/td>\n | TABLE P3002.2 BUILDING SEWER PIPE TABLE P3002.2 BUILDING SEWER PIPE <\/td>\n<\/tr>\n | ||||||
| 1319<\/td>\n | TABLE P3002.3 PIPE FITTINGS TABLE P3002.3 PIPE FITTINGS SECTION P3003 – JOINTS AND CONNECTIONS SECTION P3003 – JOINTS AND CONNECTIONS <\/td>\n<\/tr>\n | ||||||
| 1327<\/td>\n | SECTION P3004 – DETERMINING DRAINAGE FIXTURE UNITS SECTION P3004 – DETERMINING DRAINAGE FIXTURE UNITS SECTION P3005 – DRAINAGE SYSTEM SECTION P3005 – DRAINAGE SYSTEM TABLE P3005.1 FITTINGS FOR CHANGE IN DIRECTION TABLE P3005.1 FITTINGS FOR CHANGE IN DIRECTION <\/td>\n<\/tr>\n | ||||||
| 1328<\/td>\n | TABLE P3004.1 DRAINAGE FIXTURE UNIT (d.f.u.) VALUES FOR VARIOUS PLUMBING FIXTURES TABLE P3004.1 DRAINAGE FIXTURE UNIT (d.f.u.) VALUES FOR VARIOUS PLUMBING FIXTURES <\/td>\n<\/tr>\n | ||||||
| 1329<\/td>\n | FIGURE P3005.1(1) COMPARISON OF DIFFERENT 11\/2-INCH LONG SWEEPS FOR VARIOUS PIPING MATERIALS FIGURE P3005.1(1) COMPARISON OF DIFFERENT 11\/2-INCH LONG SWEEPS FOR VARIOUS PIPING MATERIALS FIGURE P3005.1(2) COMPARISON FOR 3-INCH COMBINATION WYE AND EIGHTH BEND FOR VARIOUS PIPING MATERIA FIGURE P3005.1(2) COMPARISON FOR 3-INCH COMBINATION WYE AND EIGHTH BEND FOR VARIOUS PIPING MATERIA <\/td>\n<\/tr>\n | ||||||
| 1330<\/td>\n | FIGURE P3005.1(3) DRAINAGE PATTERN FITTINGS FIGURE P3005.1(3) DRAINAGE PATTERN FITTINGS FIGURE P3005.1(4) DRAINAGE PATTERN FITTINGS FIGURE P3005.1(4) DRAINAGE PATTERN FITTINGS <\/td>\n<\/tr>\n | ||||||
| 1331<\/td>\n | FIGURE P3005.1(5) DIFFERENCE BETWEEN PVC PLASTIC 1\/4-BEND SHORT SWEEP AND 1\/4-BEND VENT ELBOW FIGURE P3005.1(5) DIFFERENCE BETWEEN PVC PLASTIC 1\/4-BEND SHORT SWEEP AND 1\/4-BEND VENT ELBOW FIGURE P3005.1(6) COMBINATION TEES FIGURE P3005.1(6) COMBINATION TEES FIGURE P3005.1(7) FITTING USES FIGURE P3005.1(7) FITTING USES <\/td>\n<\/tr>\n | ||||||
| 1332<\/td>\n | FIGURE P3005.1.1 DOUBLE SANITARY TEE APPLICATION WITH WATER CLOSETS FIGURE P3005.1.1 DOUBLE SANITARY TEE APPLICATION WITH WATER CLOSETS <\/td>\n<\/tr>\n | ||||||
| 1333<\/td>\n | FIGURE P3005.1.2(1) HEEL-INLET FITTINGS FIGURE P3005.1.2(1) HEEL-INLET FITTINGS FIGURE P3005.1.2(2) IMPROPER PIPING INSTALLATION FIGURE P3005.1.2(2) IMPROPER PIPING INSTALLATION <\/td>\n<\/tr>\n | ||||||
| 1335<\/td>\n | FIGURE P3005.2.3(1) CLEANOUT LOCATIONS FIGURE P3005.2.3(1) CLEANOUT LOCATIONS FIGURE P3005.2.2 CLEANOUT LOCATIONS FIGURE P3005.2.2 CLEANOUT LOCATIONS <\/td>\n<\/tr>\n | ||||||
| 1336<\/td>\n | FIGURE P3005.2.3(2) CLEANOUTS ON CONCEALED PIPING FIGURE P3005.2.3(2) CLEANOUTS ON CONCEALED PIPING FIGURE P3005.2.4 CLEANOUTS AT CHANGE OF DIRECTION FIGURE P3005.2.4 CLEANOUTS AT CHANGE OF DIRECTION <\/td>\n<\/tr>\n | ||||||
| 1337<\/td>\n | FIGURE P3005.2.5 CLEARANCE FOR CLEANOUTS FIGURE P3005.2.5 CLEARANCE FOR CLEANOUTS FIGURE P3005.2.6 CLEANOUT AT BASE OF STACK FIGURE P3005.2.6 CLEANOUT AT BASE OF STACK <\/td>\n<\/tr>\n | ||||||
| 1338<\/td>\n | FIGURE P3005.2.7 CLEANOUTS AT SEWER JUNCTION FIGURE P3005.2.7 CLEANOUTS AT SEWER JUNCTION <\/td>\n<\/tr>\n | ||||||
| 1340<\/td>\n | FIGURE P3005.4 DRAIN LINE LAYOUT FIGURE P3005.4 DRAIN LINE LAYOUT TABLE P3005.4.1 MAXIMUM FIXTURE UNITS ALLOWEDTO BE CONNECTED TO BRANCHES AND STACKS TABLE P3005.4.1 MAXIMUM FIXTURE UNITS ALLOWEDTO BE CONNECTED TO BRANCHES AND STACKS <\/td>\n<\/tr>\n | ||||||
| 1341<\/td>\n | TABLE P3005.4.2 MAXIMUM NUMBER OF FIXTURE UNITS ALLOWED TO BE CONNECTED TO THE BUILDING DRAIN,BUILDING DRAIN BRANCHES OR THE BUILDING SEWER TABLE P3005.4.2 MAXIMUM NUMBER OF FIXTURE UNITS ALLOWED TO BE CONNECTED TO THE BUILDING DRAIN,BUILDING DRAIN BRANCHES OR THE BUILDING SEWER SECTION P3006 – SIZING OF DRAIN PIPE OFFSETS SECTION P3006 – SIZING OF DRAIN PIPE OFFSETS <\/td>\n<\/tr>\n | ||||||
| 1342<\/td>\n | SECTION P3007 – SUMPS AND EJECTORS SECTION P3007 – SUMPS AND EJECTORS FIGURE P3007.1 SUBMERSIBLE SEWAGE PUMP FIGURE P3007.1 SUBMERSIBLE SEWAGE PUMP <\/td>\n<\/tr>\n | ||||||
| 1343<\/td>\n | FIGURE P3007.2 VERTICAL SUSPENDED WET-PIT SEWAGE PUMP FIGURE P3007.2 VERTICAL SUSPENDED WET-PIT SEWAGE PUMP <\/td>\n<\/tr>\n | ||||||
| 1345<\/td>\n | FIGURE P3007.5(1) MACERATING TOILET SYSTEMS FIGURE P3007.5(1) MACERATING TOILET SYSTEMS <\/td>\n<\/tr>\n | ||||||
| 1346<\/td>\n | SECTION P3008 – BACKWATER VALVES SECTION P3008 – BACKWATER VALVES FIGURE P3007.5(2) MACERATING TOILET SYSTEMS FIGURE P3007.5(2) MACERATING TOILET SYSTEMS TABLE 3007.6 MINIMUM CAPACITY OF SEWAGE PUMP OR SEWAGE EJECTOR TABLE 3007.6 MINIMUM CAPACITY OF SEWAGE PUMP OR SEWAGE EJECTOR <\/td>\n<\/tr>\n | ||||||
| 1347<\/td>\n | FIGURE P3008.1(1) BACKWATER VALVE LOCATION FIGURE P3008.1(1) BACKWATER VALVE LOCATION <\/td>\n<\/tr>\n | ||||||
| 1348<\/td>\n | FIGURE P3008.1(2) BACKWATER VALVES FIGURE P3008.1(2) BACKWATER VALVES BIBLIOGRAPHY BIBLIOGRAPHY <\/td>\n<\/tr>\n | ||||||
| 1351<\/td>\n | CHAPTER 31: VENTS CHAPTER 31: VENTS GENERAL COMMENTS GENERAL COMMENTS PURPOSE PURPOSE SECTION P3101 – VENT SYSTEMS SECTION P3101 – VENT SYSTEMS <\/td>\n<\/tr>\n | ||||||
| 1352<\/td>\n | SECTION P3102 – VENT STACKS AND STACK VENTS SECTION P3102 – VENT STACKS AND STACK VENTS FIGURE P3102.2 AT LEAST ONE VENT TO THE OUTDOORS FIGURE P3102.2 AT LEAST ONE VENT TO THE OUTDOORS <\/td>\n<\/tr>\n | ||||||
| 1353<\/td>\n | SECTION P3103 – VENT TERMINALS SECTION P3103 – VENT TERMINALS FIGURE P3103.1 VENT TERMINAL FIGURE P3103.1 VENT TERMINAL <\/td>\n<\/tr>\n | ||||||
| 1354<\/td>\n | FIGURE P3103.5 VENT TERMINAL CLEARANCES FIGURE P3103.5 VENT TERMINAL CLEARANCES <\/td>\n<\/tr>\n | ||||||
| 1355<\/td>\n | FIGURE P3103.6 VENT TERMINATION THROUGH EXTERIOR WALL FIGURE P3103.6 VENT TERMINATION THROUGH EXTERIOR WALL SECTION P3104 – VENT CONNECTIONS AND GRADES SECTION P3104 – VENT CONNECTIONS AND GRADES <\/td>\n<\/tr>\n | ||||||
| 1356<\/td>\n | FIGURE P3104.2 GRADE OF VENTS FIGURE P3104.2 GRADE OF VENTS FIGURE P3104.3 VENT CONNECTIONS FIGURE P3104.3 VENT CONNECTIONS <\/td>\n<\/tr>\n | ||||||
| 1357<\/td>\n | FIGURE P3104.4 PROHIBITED HORIZONTAL VENT PIPING FIGURE P3104.4 PROHIBITED HORIZONTAL VENT PIPING <\/td>\n<\/tr>\n | ||||||
| 1358<\/td>\n | FIGURE P3104.5(1) IMPROPERLY CONNECTED VENT SERVING A DRAIN FIGURE P3104.5(1) IMPROPERLY CONNECTED VENT SERVING A DRAIN FIGURE P3104.5(2) HORIZONTAL OFFSET OF BRANCH VENT FIGURE P3104.5(2) HORIZONTAL OFFSET OF BRANCH VENT SECTION P3105 – FIXTURE VENTS SECTION P3105 – FIXTURE VENTS <\/td>\n<\/tr>\n | ||||||
| 1359<\/td>\n | TABLE P3105.1 MAXIMUM DISTANCE OF FIXTURE TRAP FROM VENT TABLE P3105.1 MAXIMUM DISTANCE OF FIXTURE TRAP FROM VENT FIGURE P3105.1(1) TRAP TO VENT DISTANCE FOR WET VENT BRANCH FIGURE P3105.1(1) TRAP TO VENT DISTANCE FOR WET VENT BRANCH <\/td>\n<\/tr>\n | ||||||
| 1360<\/td>\n | FIGURE P3105.1(2) TRAP TO VENT DISTANCE FOR WATER CLOSETS FIGURE P3105.1(2) TRAP TO VENT DISTANCE FOR WATER CLOSETS FIGURE P3105.2 MAXIMUM FALL OF FIXTURE DRAIN BETWEEN TRAP AND VENT FIGURE P3105.2 MAXIMUM FALL OF FIXTURE DRAIN BETWEEN TRAP AND VENT <\/td>\n<\/tr>\n | ||||||
| 1361<\/td>\n | FIGURE P3105.3(1) CROWN VENTING FIGURE P3105.3(1) CROWN VENTING FIGURE P3105.3(2) CROWN VENTING FIGURE P3105.3(2) CROWN VENTING SECTION P3106 – INDIVIDUAL VENT SECTION P3106 – INDIVIDUAL VENT FIGURE P3106.1(1) INDIVIDUAL VENTS FIGURE P3106.1(1) INDIVIDUAL VENTS FIGURE P3106.1(2) IMPROPERLY INSTALLED INDIVIDUAL VENTS FIGURE P3106.1(2) IMPROPERLY INSTALLED INDIVIDUAL VENTS SECTION P3107 – COMMON VENT SECTION P3107 – COMMON VENT <\/td>\n<\/tr>\n | ||||||
| 1362<\/td>\n | TABLE P3107.3 COMMON VENT SIZES TABLE P3107.3 COMMON VENT SIZES FIGURE P3107.2 COMMON VENTS WITH FIXTURE DRAINS CONNECTING AT SAME LEVEL FIGURE P3107.2 COMMON VENTS WITH FIXTURE DRAINS CONNECTING AT SAME LEVEL <\/td>\n<\/tr>\n | ||||||
| 1363<\/td>\n | FIGURE P3107.3 COMMON VENTS WITH FIXTURE DRAINS CONNECTING AT DIFFERENT LEVELS FIGURE P3107.3 COMMON VENTS WITH FIXTURE DRAINS CONNECTING AT DIFFERENT LEVELS SECTION P3108 – WET VENTING SECTION P3108 – WET VENTING <\/td>\n<\/tr>\n | ||||||
| 1364<\/td>\n | FIGURE 3108.1(1) ACCEPTABLE FIXTURE CONNECTIONS TO WET VENTS FIGURE 3108.1(1) ACCEPTABLE FIXTURE CONNECTIONS TO WET VENTS <\/td>\n<\/tr>\n | ||||||
| 1365<\/td>\n | FIGURE P3108.1(2) PROHIBITED FIXTURE CONNECTIONS TO WET VENTS FIGURE P3108.1(2) PROHIBITED FIXTURE CONNECTIONS TO WET VENTS <\/td>\n<\/tr>\n | ||||||
| 1366<\/td>\n | FIGURE P3108.2.1(1) HORIZONTAL WET VENT WITH INDIVIDUAL VENT FIGURE P3108.2.1(1) HORIZONTAL WET VENT WITH INDIVIDUAL VENT FIGURE P3108.1(2) DRY VENT FOR COMMON VENTED BATHTUBS SERVES AS DRY VENT FOR HORIZONTAL WET VENT FIGURE P3108.1(2) DRY VENT FOR COMMON VENTED BATHTUBS SERVES AS DRY VENT FOR HORIZONTAL WET VENT FIGURE P3108.2.1(3) PROHIBITED CONNECTION OF TWO FIXTURES UPSTREAM OF DRY-VENTED FIXTURE CONNECTION FIGURE P3108.2.1(3) PROHIBITED CONNECTION OF TWO FIXTURES UPSTREAM OF DRY-VENTED FIXTURE CONNECTION FIGURE P3108.2.1(4) PROHIBITED CONNECTION OF TWO FIXTURES UPSTREAM OF DRY-VENTED FIXTURE CONNECTION FIGURE P3108.2.1(4) PROHIBITED CONNECTION OF TWO FIXTURES UPSTREAM OF DRY-VENTED FIXTURE CONNECTION <\/td>\n<\/tr>\n | ||||||
| 1367<\/td>\n | TABLE P3108.3 WET VENT SIZE TABLE P3108.3 WET VENT SIZE SECTION P3109 – WASTE STACK VENT SECTION P3109 – WASTE STACK VENT <\/td>\n<\/tr>\n | ||||||
| 1368<\/td>\n | FIGURE P3109.2 WASTE STACK VENT SYSTEM FIGURE P3109.2 WASTE STACK VENT SYSTEM TABLE P3109.4 WASTE STACK VENT SIZE TABLE P3109.4 WASTE STACK VENT SIZE SECTION P3110 – CIRCUIT VENTING SECTION P3110 – CIRCUIT VENTING <\/td>\n<\/tr>\n | ||||||
| 1369<\/td>\n | SECTION P3111 – COMBINATION WASTE AND VENT SYSTEM SECTION P3111 – COMBINATION WASTE AND VENT SYSTEM <\/td>\n<\/tr>\n | ||||||
| 1370<\/td>\n | FIGURE P3111.2(1) COMBINATION DRAIN AND VENT FIGURE P3111.2(1) COMBINATION DRAIN AND VENT FIGURE P3111.2(2) COMBINATION DRAIN AND VENT FIGURE P3111.2(2) COMBINATION DRAIN AND VENT <\/td>\n<\/tr>\n | ||||||
| 1371<\/td>\n | FIGURE P3111.2.2 COMBINATION DRAIN AND VENT FIGURE P3111.2.2 COMBINATION DRAIN AND VENT TABLE P3111.3 SIZE OF COMBINATION WASTE AND VENT PIPE TABLE P3111.3 SIZE OF COMBINATION WASTE AND VENT PIPE SECTION P3112 – ISLAND FIXTURE VENTING SECTION P3112 – ISLAND FIXTURE VENTING <\/td>\n<\/tr>\n | ||||||
| 1372<\/td>\n | FIGURE P3112.2 ISLAND FIXTURE VENT FIGURE P3112.2 ISLAND FIXTURE VENT SECTION P3113 – VENT PIPE SIZING SECTION P3113 – VENT PIPE SIZING <\/td>\n<\/tr>\n | ||||||
| 1373<\/td>\n | FIGURE P3113.2 DEVELOPED LENGTH OF VENTS FIGURE P3113.2 DEVELOPED LENGTH OF VENTS <\/td>\n<\/tr>\n | ||||||
| 1374<\/td>\n | SECTION P3114 – AIR ADMITTANCE VALVES SECTION P3114 – AIR ADMITTANCE VALVES TABLE P3113.4.1 SIZE AND LENGTH OF SUMP VENTS TABLE P3113.4.1 SIZE AND LENGTH OF SUMP VENTS <\/td>\n<\/tr>\n | ||||||
| 1375<\/td>\n | FIGURE P3114.3(1) AIR ADMITTANCE VALVES\u2014INDIVIDUAL VENT FIGURE P3114.3(1) AIR ADMITTANCE VALVES\u2014INDIVIDUAL VENT FIGURE P3114.3(2) COMMON VENT FIGURE P3114.3(2) COMMON VENT FIGURE P3114.3(3) WET VENT FIGURE P3114.3(3) WET VENT FIGURE P3114.3(4) CIRCUIT VENT FIGURE P3114.3(4) CIRCUIT VENT <\/td>\n<\/tr>\n | ||||||
| 1376<\/td>\n | FIGURE P3114.3(5) VENT CONNECTION NOT PERMITTED FIGURE P3114.3(5) VENT CONNECTION NOT PERMITTED FIGURE P3114.4 DISTANCE ABOVE DRAIN FIGURE P3114.4 DISTANCE ABOVE DRAIN <\/td>\n<\/tr>\n | ||||||
| 1377<\/td>\n | FIGURE P3114.8 PROHIBITED USE OF AIR ADMITTANCE VALVE FIGURE P3114.8 PROHIBITED USE OF AIR ADMITTANCE VALVE BIBLIOGRAPHY BIBLIOGRAPHY <\/td>\n<\/tr>\n | ||||||
| 1379<\/td>\n | CHAPTER 32: TRAPS CHAPTER 32: TRAPS GENERAL COMMENTS GENERAL COMMENTS PURPOSE PURPOSE SECTION P3201 – FIXTURE TRAPS SECTION P3201 – FIXTURE TRAPS FIGURE P3201.1(1) SLIP JOINTS IN TRAPS FIGURE P3201.1(1) SLIP JOINTS IN TRAPS <\/td>\n<\/tr>\n | ||||||
| 1380<\/td>\n | FIGURE P3201.1(2) TRAP REQUIREMENTS FIGURE P3201.1(2) TRAP REQUIREMENTS FIGURE P3201.2 TRAP SUBJECT TO EVAPORATION FIGURE P3201.2 TRAP SUBJECT TO EVAPORATION <\/td>\n<\/tr>\n | ||||||
| 1381<\/td>\n | FIGURE P3201.3 INSTALLATION OF TRAP FIGURE P3201.3 INSTALLATION OF TRAP <\/td>\n<\/tr>\n | ||||||
| 1382<\/td>\n | TABLE P3201.7 SIZE OF TRAPS AND TRAP ARMS FOR PLUMBING FIXTURES TABLE P3201.7 SIZE OF TRAPS AND TRAP ARMS FOR PLUMBING FIXTURES <\/td>\n<\/tr>\n | ||||||
| 1383<\/td>\n | BIBLIOGRAPHY BIBLIOGRAPHY <\/td>\n<\/tr>\n | ||||||
| 1385<\/td>\n | CHAPTER 33: STORM DRAINAGE CHAPTER 33: STORM DRAINAGE GENERAL COMMENTS GENERAL COMMENTS PURPOSE PURPOSE SECTION P3301 – GENERAL SECTION P3301 – GENERAL SECTION P3302 – SUBSOIL DRAINS SECTION P3302 – SUBSOIL DRAINS SECTION P3303 – SUMPS AND PUMPING SYSTEMS SECTION P3303 – SUMPS AND PUMPING SYSTEMS <\/td>\n<\/tr>\n | ||||||
| 1386<\/td>\n | FIGURE P3302.1 SUBSOIL DRAIN SUBJECT TO BACKFLOW FIGURE P3302.1 SUBSOIL DRAIN SUBJECT TO BACKFLOW <\/td>\n<\/tr>\n | ||||||
| 1387<\/td>\n | TABLE P3302.1 SUBSOIL DRAIN PIPE TABLE P3302.1 SUBSOIL DRAIN PIPE <\/td>\n<\/tr>\n | ||||||
| 1389<\/td>\n | PART VIII – ELECTRICAL PART VIII – ELECTRICAL CHAPTER 34: GENERAL REQUIREMENTS CHAPTER 34: GENERAL REQUIREMENTS GENERAL COMMENTS GENERAL COMMENTS <\/td>\n<\/tr>\n | ||||||
| 1390<\/td>\n | PURPOSE PURPOSE SECTION E3401 – GENERAL SECTION E3401 – GENERAL <\/td>\n<\/tr>\n | ||||||
| 1391<\/td>\n | SECTION E3402 – BUILDING STRUCTURE PROTECTION SECTION E3402 – BUILDING STRUCTURE PROTECTION <\/td>\n<\/tr>\n | ||||||
| 1392<\/td>\n | SECTION E3403 – INSPECTION AND APPROVAL SECTION E3403 – INSPECTION AND APPROVAL SECTION E3404 – GENERAL EQUIPMENT REQUIREMENTS SECTION E3404 – GENERAL EQUIPMENT REQUIREMENTS <\/td>\n<\/tr>\n | ||||||
| 1394<\/td>\n | TABLE E3404.4 ENCLOSURE SELECTION TABLE E3404.4 ENCLOSURE SELECTION <\/td>\n<\/tr>\n | ||||||
| 1396<\/td>\n | SECTION E3405 – EQUIPMENT LOCATION AND CLEARANCES SECTION E3405 – EQUIPMENT LOCATION AND CLEARANCES <\/td>\n<\/tr>\n | ||||||
| 1397<\/td>\n | FIGURE E3405.1 WORKING SPACE AND CLEARANCES FIGURE E3405.1 WORKING SPACE AND CLEARANCES <\/td>\n<\/tr>\n | ||||||
| 1399<\/td>\n | SECTION E3406 – ELECTRICAL CONDUCTORS AND CONNECTIONS SECTION E3406 – ELECTRICAL CONDUCTORS AND CONNECTIONS <\/td>\n<\/tr>\n | ||||||
| 1402<\/td>\n | FIGURE E3406.10.2 MULTIWIRE BRANCH CIRCUITS WITH SHARED NEUTRAL FIGURE E3406.10.2 MULTIWIRE BRANCH CIRCUITS WITH SHARED NEUTRAL <\/td>\n<\/tr>\n | ||||||
| 1403<\/td>\n | FIGURE E3406.10.3 MEASURING CONDUCTOR LENGTH AT OUTLET BOX FIGURE E3406.10.3 MEASURING CONDUCTOR LENGTH AT OUTLET BOX <\/td>\n<\/tr>\n | ||||||
| 1404<\/td>\n | SECTION E3407 – CONDUCTOR AND TERMINAL IDENTIFICATION SECTION E3407 – CONDUCTOR AND TERMINAL IDENTIFICATION <\/td>\n<\/tr>\n | ||||||
| 1406<\/td>\n | BIBLIOGRAPHY BIBLIOGRAPHY <\/td>\n<\/tr>\n | ||||||
| 1407<\/td>\n | CHAPTER 35: ELECTRICAL DEFINITIONS CHAPTER 35: ELECTRICAL DEFINITIONS GENERAL COMMENTS GENERAL COMMENTS PURPOSE PURPOSE SECTION E3501 – GENERAL SECTION E3501 – GENERAL <\/td>\n<\/tr>\n | ||||||
| 1412<\/td>\n | FIGURE E3501(1) CONDUCTOR TERMINOLOGY FIGURE E3501(1) CONDUCTOR TERMINOLOGY <\/td>\n<\/tr>\n | ||||||
| 1423<\/td>\n | FIGURE E3401(2) POWER SUPPLY VOLTAGES FIGURE E3401(2) POWER SUPPLY VOLTAGES BIBLIOGRAPHY BIBLIOGRAPHY <\/td>\n<\/tr>\n | ||||||
| 1425<\/td>\n | CHAPTER 36: SERVICES CHAPTER 36: SERVICES GENERAL COMMENTS GENERAL COMMENTS PURPOSE PURPOSE SECTION E3601 – GENERAL SERVICES SECTION E3601 – GENERAL SERVICES <\/td>\n<\/tr>\n | ||||||
| 1426<\/td>\n | FIGURE E3601.3 ONE BUILDING NOT TO BE SUPPLIED THROUGH ANOTHER FIGURE E3601.3 ONE BUILDING NOT TO BE SUPPLIED THROUGH ANOTHER <\/td>\n<\/tr>\n | ||||||
| 1428<\/td>\n | FIGURE E3601.6.2(1) METER AND MAIN DISCONNECT ON OUTSIDE OF HOUSE FIGURE E3601.6.2(1) METER AND MAIN DISCONNECT ON OUTSIDE OF HOUSE FIGURE E3601.6.2(2) METER ON OUTSIDE OF HOUSE; MAIN DISCONNECT ON INSIDE OF HOUSE FIGURE E3601.6.2(2) METER ON OUTSIDE OF HOUSE; MAIN DISCONNECT ON INSIDE OF HOUSE <\/td>\n<\/tr>\n | ||||||
| 1429<\/td>\n | FIGURE E3601.7 SERVICE DISCONNECTING MEANS CONSISTING OF SIX OR FEWER SWITCHES OR CIRCUIT BREAKERS FIGURE E3601.7 SERVICE DISCONNECTING MEANS CONSISTING OF SIX OR FEWER SWITCHES OR CIRCUIT BREAKERS SECTION E3602 – SERVICE SIZE AND RATING SECTION E3602 – SERVICE SIZE AND RATING <\/td>\n<\/tr>\n | ||||||
| 1430<\/td>\n | TABLE E3602.2 MINIMUM SERVICE LOAD CALCULATION TABLE E3602.2 MINIMUM SERVICE LOAD CALCULATION <\/td>\n<\/tr>\n | ||||||
| 1433<\/td>\n | SECTION E3603 – SERVICE, FEEDER AND GROUNDING ELECTRODE CONDUCTOR SIZING SECTION E3603 – SERVICE, FEEDER AND GROUNDING ELECTRODE CONDUCTOR SIZING <\/td>\n<\/tr>\n | ||||||
| 1434<\/td>\n | TABLE E3603.1 SERVICE CONDUCTOR AND GROUNDING ELECTRODE CONDUCTOR SIZING TABLE E3603.1 SERVICE CONDUCTOR AND GROUNDING ELECTRODE CONDUCTOR SIZING <\/td>\n<\/tr>\n | ||||||
| 1436<\/td>\n | FIGURE E3603.3.3 SERVICE OVERCURRENT DEVICE INTEGRAL WITH SERVICE DISCONNECTING FIGURE E3603.3.3 SERVICE OVERCURRENT DEVICE INTEGRAL WITH SERVICE DISCONNECTING SECTION E3604 – OVERHEAD SERVICE-DROP AND SERVICE CONDUCTOR INSTALLATION SECTION E3604 – OVERHEAD SERVICE-DROP AND SERVICE CONDUCTOR INSTALLATION <\/td>\n<\/tr>\n | ||||||
| 1437<\/td>\n | FIGURE E3604.1 CLEARANCES FROM BUILDING OPENINGS FIGURE E3604.1 CLEARANCES FROM BUILDING OPENINGS <\/td>\n<\/tr>\n | ||||||
| 1438<\/td>\n | FIGURE E3604.1 CLEARANCES FROM BUILDING OPENINGS FIGURE E3604.1 CLEARANCES FROM BUILDING OPENINGS FIGURE E3604.2.1 CLEARANCES FROM ROOFS FIGURE E3604.2.1 CLEARANCES FROM ROOFS <\/td>\n<\/tr>\n | ||||||
| 1439<\/td>\n | SECTION E3605 – SERVICE-ENTRANCE CONDUCTORS SECTION E3605 – SERVICE-ENTRANCE CONDUCTORS <\/td>\n<\/tr>\n | ||||||
| 1440<\/td>\n | SECTION E3606 – SERVICE EQUIPMENT\u2014GENERAL SECTION E3606 – SERVICE EQUIPMENT\u2014GENERAL <\/td>\n<\/tr>\n | ||||||
| 1441<\/td>\n | SECTION E3607 – SYSTEM GROUNDING SECTION E3607 – SYSTEM GROUNDING <\/td>\n<\/tr>\n | ||||||
| 1442<\/td>\n | FIGURE E3607.2 SERVICE EQUIPMENT AND EQUIPMENT ON THE LOAD SIDE OF THE DISCONNECTING MEANS FIGURE E3607.2 SERVICE EQUIPMENT AND EQUIPMENT ON THE LOAD SIDE OF THE DISCONNECTING MEANS <\/td>\n<\/tr>\n | ||||||
| 1443<\/td>\n | FIGURE E3607.3.1 TWO BUILDINGS SUPPLIED FROM A COMMON SERVICE FIGURE E3607.3.1 TWO BUILDINGS SUPPLIED FROM A COMMON SERVICE <\/td>\n<\/tr>\n | ||||||
| 1444<\/td>\n | FIGURE E3607.3.2 TWO BUILDINGS SUPPLIED FROM A COMMON SERVICE FIGURE E3607.3.2 TWO BUILDINGS SUPPLIED FROM A COMMON SERVICE <\/td>\n<\/tr>\n | ||||||
| 1445<\/td>\n | SECTION E3608 – GROUNDING ELECTRODE SYSTEM SECTION E3608 – GROUNDING ELECTRODE SYSTEM <\/td>\n<\/tr>\n | ||||||
| 1446<\/td>\n | FIGURE E3608.1 GROUNDING ELECTRODE SYSTEM FIGURE E3608.1 GROUNDING ELECTRODE SYSTEM <\/td>\n<\/tr>\n | ||||||
| 1449<\/td>\n | FIGURE E3608.4(1) FALL OF POTENTIAL EARTH RESISTANCE TEST SETUP FIGURE E3608.4(1) FALL OF POTENTIAL EARTH RESISTANCE TEST SETUP <\/td>\n<\/tr>\n | ||||||
| 1450<\/td>\n | FIGURE E3608.4(2) TYPICAL GRAPH FOR FALL-OF-POTENTIAL EARTH RESISTANCE TEST FIGURE E3608.4(2) TYPICAL GRAPH FOR FALL-OF-POTENTIAL EARTH RESISTANCE TEST SECTION E3609 – BONDING SECTION E3609 – BONDING <\/td>\n<\/tr>\n | ||||||
| 1453<\/td>\n | SECTION E3610 – GROUNDING ELECTRODE CONDUCTORS SECTION E3610 – GROUNDING ELECTRODE CONDUCTORS <\/td>\n<\/tr>\n | ||||||
| 1454<\/td>\n | SECTION E3611 – GROUNDING ELECTRODE CONDUCTOR CONNECTION TO THE GROUNDING ELECTRODES SECTION E3611 – GROUNDING ELECTRODE CONDUCTOR CONNECTION TO THE GROUNDING ELECTRODES BIBLIOGRAPHY BIBLIOGRAPHY <\/td>\n<\/tr>\n | ||||||
| 1455<\/td>\n | CHAPTER 37: BRANCH CIRCUIT AND FEEDER REQUIREMENTS CHAPTER 37: BRANCH CIRCUIT AND FEEDER REQUIREMENTS GENERAL COMMENTS GENERAL COMMENTS PURPOSE PURPOSE SECTION E3701 – GENERAL SECTION E3701 – GENERAL <\/td>\n<\/tr>\n | ||||||
| 1457<\/td>\n | SECTION E3702 – BRANCH CIRCUIT RATINGS SECTION E3702 – BRANCH CIRCUIT RATINGS <\/td>\n<\/tr>\n | ||||||
| 1460<\/td>\n | TABLE E3702.13 BRANCH-CIRCUIT REQUIREMENTS\u2014SUMMARY TABLE E3702.13 BRANCH-CIRCUIT REQUIREMENTS\u2014SUMMARY SECTION E3703 – REQUIRED BRANCH CIRCUITS SECTION E3703 – REQUIRED BRANCH CIRCUITS <\/td>\n<\/tr>\n | ||||||
| 1464<\/td>\n | SECTION E3704 – FEEDER REQUIREMENTS SECTION E3704 – FEEDER REQUIREMENTS <\/td>\n<\/tr>\n | ||||||
| 1465<\/td>\n | TABLE E3704.2(1) FEEDER LOAD CALCULATION TABLE E3704.2(1) FEEDER LOAD CALCULATION <\/td>\n<\/tr>\n | ||||||
| 1466<\/td>\n | TABLE E3704.2(2) DEMAND LOADS FOR ELECTRIC RANGES, WALL-MOUNTED OVENS, COUNTER-MOUNTED COOKING UNITS AND OTHER COOKING APPLIANCES OVER 13\/4 kVA RATINGa TABLE E3704.2(2) DEMAND LOADS FOR ELECTRIC RANGES, WALL-MOUNTED OVENS, COUNTER-MOUNTED COOKING UNITS AND OTHER COOKING APPLIANCES OVER 13\/4 kVA RATINGa <\/td>\n<\/tr>\n | ||||||
| 1467<\/td>\n | SECTION E3705 – CONDUCTOR SIZING AND OVERCURRENT PROTECTION SECTION E3705 – CONDUCTOR SIZING AND OVERCURRENT PROTECTION <\/td>\n<\/tr>\n | ||||||
| 1468<\/td>\n | TABLE E3705.1 ALLOWABLE AMPACITIES TABLE E3705.1 ALLOWABLE AMPACITIES <\/td>\n<\/tr>\n | ||||||
| 1469<\/td>\n | TABLE E3705.2 AMBIENT TEMPERATURE CORRECTION FACTORS TABLE E3705.2 AMBIENT TEMPERATURE CORRECTION FACTORS <\/td>\n<\/tr>\n | ||||||
| 1470<\/td>\n | FIGURE E3705.3 MULTICONDUCTOR CABLES BUNDLED TOGETHER FIGURE E3705.3 MULTICONDUCTOR CABLES BUNDLED TOGETHER <\/td>\n<\/tr>\n | ||||||
| 1471<\/td>\n | TABLE E3705.3 CONDUCTOR PROXIMITY ADJUSTMENT FACTORS TABLE E3705.3 CONDUCTOR PROXIMITY ADJUSTMENT FACTORS <\/td>\n<\/tr>\n | ||||||
| 1473<\/td>\n | TABLE E3705.5.3 OVERCURRENT-PROTECTION RATING TABLE E3705.5.3 OVERCURRENT-PROTECTION RATING SECTION E3706 – PANELBOARDS SECTION E3706 – PANELBOARDS <\/td>\n<\/tr>\n | ||||||
| 1474<\/td>\n | FIGURE E3706.2 PANELBOARD CIRCUIT IDENTIFICATION FIGURE E3706.2 PANELBOARD CIRCUIT IDENTIFICATION <\/td>\n<\/tr>\n | ||||||
| 1475<\/td>\n | BIBLIOGRAPHY BIBLIOGRAPHY <\/td>\n<\/tr>\n | ||||||
| 1477<\/td>\n | CHAPTER 38: WIRING METHODS CHAPTER 38: WIRING METHODS GENERAL COMMENTS GENERAL COMMENTS PURPOSE PURPOSE SECTION E3801 – GENERAL REQUIREMENTS SECTION E3801 – GENERAL REQUIREMENTS TABLE E3801.2 ALLOWABLE WIRING METHODS TABLE E3801.2 ALLOWABLE WIRING METHODS <\/td>\n<\/tr>\n | ||||||
| 1478<\/td>\n | TABLE E3801.4 ALLOWABLE APPLICATIONS FOR WIRING METHODS TABLE E3801.4 ALLOWABLE APPLICATIONS FOR WIRING METHODS <\/td>\n<\/tr>\n | ||||||
| 1479<\/td>\n | SECTION E3802 – ABOVE-GROUND INSTALLATION REQUIREMENTS SECTION E3802 – ABOVE-GROUND INSTALLATION REQUIREMENTS <\/td>\n<\/tr>\n | ||||||
| 1480<\/td>\n | TABLE E3802.1 GENERAL INSTALLATION AND SUPPORT REQUIREMENTS FOR WIRING METHODS TABLE E3802.1 GENERAL INSTALLATION AND SUPPORT REQUIREMENTS FOR WIRING METHODS <\/td>\n<\/tr>\n | ||||||
| 1481<\/td>\n | FIGURE E3802.1 CABLES HELD 1 1\/4 INCHES BACK FROM EDGE OF FRAMING MEMBER FIGURE E3802.1 CABLES HELD 1 1\/4 INCHES BACK FROM EDGE OF FRAMING MEMBER <\/td>\n<\/tr>\n | ||||||
| 1482<\/td>\n | FIGURE E3802.3.1(1) PROHIBITED APPLICATION OF TYPE NM CABLE FIGURE E3802.3.1(1) PROHIBITED APPLICATION OF TYPE NM CABLE <\/td>\n<\/tr>\n | ||||||
| 1483<\/td>\n | FIGURE E3802.3.1(2) PROHIBITED APPLICATION OF TYPE NM CABLE FIGURE E3802.3.1(2) PROHIBITED APPLICATION OF TYPE NM CABLE FIGURE E3802.4 PROHIBITED INSTALLATION OF TYPE MM CABLE ACROSS THE BOTTOM OF FLOOR JOISTS FIGURE E3802.4 PROHIBITED INSTALLATION OF TYPE MM CABLE ACROSS THE BOTTOM OF FLOOR JOISTS <\/td>\n<\/tr>\n | ||||||
| 1484<\/td>\n | SECTION E3803 – UNDERGROUND INSTALLATION REQUIREMENTS SECTION E3803 – UNDERGROUND INSTALLATION REQUIREMENTS <\/td>\n<\/tr>\n | ||||||
| 1485<\/td>\n | TABLE E3803.1 MINIMUM COVER REQUIREMENTS, BURIAL IN INCHES TABLE E3803.1 MINIMUM COVER REQUIREMENTS, BURIAL IN INCHES <\/td>\n<\/tr>\n | ||||||
| 1486<\/td>\n | BIBLIOGRAPHY BIBLIOGRAPHY <\/td>\n<\/tr>\n | ||||||
| 1487<\/td>\n | CHAPTER 39: POWER AND LIGHTING DISTRIBUTION CHAPTER 39: POWER AND LIGHTING DISTRIBUTION GENERAL COMMENTS GENERAL COMMENTS PURPOSE PURPOSE SECTION E3901 – RECEPTACLE OUTLETS SECTION E3901 – RECEPTACLE OUTLETS <\/td>\n<\/tr>\n | ||||||
| 1488<\/td>\n | FIGURE E3901.2 GENERAL USE RECEPTACLE DISTRIBUTION FIGURE E3901.2 GENERAL USE RECEPTACLE DISTRIBUTION <\/td>\n<\/tr>\n | ||||||
| 1489<\/td>\n | FIGURE E3901.4 COUNTERTOP RECEPTACLES FIGURE E3901.4 COUNTERTOP RECEPTACLES <\/td>\n<\/tr>\n | ||||||
| 1490<\/td>\n | FIGURE E3901.4.1 DETERMINATION OF AREA BEHIND SINK OR RANGE FIGURE E3901.4.1 DETERMINATION OF AREA BEHIND SINK OR RANGE <\/td>\n<\/tr>\n | ||||||
| 1491<\/td>\n | FIGURE E3901.4.2 ISLAND WITH TWO COUNTER SPACES FIGURE E3901.4.2 ISLAND WITH TWO COUNTER SPACES <\/td>\n<\/tr>\n | ||||||
| 1493<\/td>\n | SECTION E3902 – GROUND-FAULT AND ARC-FAULT CIRCUIT-INTERRUPTER PROTECTION SECTION E3902 – GROUND-FAULT AND ARC-FAULT CIRCUIT-INTERRUPTER PROTECTION FIGURE E3902.1 BASIC PRINCIPLES OF OPERATION OF GFCI RECEPTACLE DEVICE AND DEVICE TESTER FIGURE E3902.1 BASIC PRINCIPLES OF OPERATION OF GFCI RECEPTACLE DEVICE AND DEVICE TESTER <\/td>\n<\/tr>\n | ||||||
| 1495<\/td>\n | FIGURE E3902.12 AFCI TYPE CIRCUIT BREAKER FIGURE E3902.12 AFCI TYPE CIRCUIT BREAKER <\/td>\n<\/tr>\n | ||||||
| 1496<\/td>\n | SECTION E3903 – LIGHTING OUTLETS SECTION E3903 – LIGHTING OUTLETS SECTION E3904 – GENERAL INSTALLATION REQUIREMENTS SECTION E3904 – GENERAL INSTALLATION REQUIREMENTS <\/td>\n<\/tr>\n | ||||||
| 1498<\/td>\n | TABLE E3904.6(1) MAXIMUM NUMBER OF CONDUCTORS IN ELECTRICAL METALLIC TUBING (EMT) TABLE E3904.6(1) MAXIMUM NUMBER OF CONDUCTORS IN ELECTRICAL METALLIC TUBING (EMT) <\/td>\n<\/tr>\n | ||||||
| 1499<\/td>\n | TABLE E3904.6(2) MAXIMUM NUMBER OF CONDUCTORS IN ELECTRICAL NONMETALLIC TUBING (ENT)a TABLE E3904.6(2) MAXIMUM NUMBER OF CONDUCTORS IN ELECTRICAL NONMETALLIC TUBING (ENT)a <\/td>\n<\/tr>\n | ||||||
| 1500<\/td>\n | TABLE E3904.6(3) MAXIMUM NUMBER OF CONDUCTORS IN FLEXIBLE METALLIC CONDUIT (FMC)a TABLE E3904.6(3) MAXIMUM NUMBER OF CONDUCTORS IN FLEXIBLE METALLIC CONDUIT (FMC)a <\/td>\n<\/tr>\n | ||||||
| 1501<\/td>\n | TABLE E3904.6(4) MAXIMUM NUMBER OF CONDUCTORS IN INTERMEDIATE METALLIC CONDUIT (IMC)a TABLE E3904.6(4) MAXIMUM NUMBER OF CONDUCTORS IN INTERMEDIATE METALLIC CONDUIT (IMC)a <\/td>\n<\/tr>\n | ||||||
| 1502<\/td>\n | TABLE E3904.6(5) MAXIMUM NUMBER OF CONDUCTORS IN LIQUID-TIGHT FLEXIBLE NONMETALLIC CONDUIT (FNMC-B)a TABLE E3904.6(5) MAXIMUM NUMBER OF CONDUCTORS IN LIQUID-TIGHT FLEXIBLE NONMETALLIC CONDUIT (FNMC-B)a <\/td>\n<\/tr>\n | ||||||
| 1503<\/td>\n | TABLE E3904.6(6) MAXIMUM NUMBER OF CONDUCTORS IN LIQUID-TIGHT FLEXIBLE NONMETALLIC CONDUIT (FNMC-A)a TABLE E3904.6(6) MAXIMUM NUMBER OF CONDUCTORS IN LIQUID-TIGHT FLEXIBLE NONMETALLIC CONDUIT (FNMC-A)a <\/td>\n<\/tr>\n | ||||||
| 1504<\/td>\n | TABLE E3904.6(7) MAXIMUM NUMBER OF CONDUCTORS IN LIQUID-TIGHT FLEXIBLE METAL CONDUIT (LFMC)a TABLE E3904.6(7) MAXIMUM NUMBER OF CONDUCTORS IN LIQUID-TIGHT FLEXIBLE METAL CONDUIT (LFMC)a <\/td>\n<\/tr>\n | ||||||
| 1505<\/td>\n | TABLE E3904.6(8) MAXIMUM NUMBER OF CONDUCTORS IN RIGID METAL CONDUIT (RMC)a TABLE E3904.6(8) MAXIMUM NUMBER OF CONDUCTORS IN RIGID METAL CONDUIT (RMC)a <\/td>\n<\/tr>\n | ||||||
| 1506<\/td>\n | TABLE E3904.6(9) MAXIMUM NUMBER OF CONDUCTORS IN RIGID PVC CONDUIT, SCHEDULE 80 (PVC-80)a TABLE E3904.6(9) MAXIMUM NUMBER OF CONDUCTORS IN RIGID PVC CONDUIT, SCHEDULE 80 (PVC-80)a <\/td>\n<\/tr>\n | ||||||
| 1507<\/td>\n | TABLE E3904.6(10) MAXIMUM NUMBER OF CONDUCTORS IN RIGID PVC CONDUIT SCHEDULE 40 (PVC-40)a TABLE E3904.6(10) MAXIMUM NUMBER OF CONDUCTORS IN RIGID PVC CONDUIT SCHEDULE 40 (PVC-40)a <\/td>\n<\/tr>\n | ||||||
| 1508<\/td>\n | SECTION E3905 – BOXES, CONDUIT BODIES AND FITTINGS SECTION E3905 – BOXES, CONDUIT BODIES AND FITTINGS <\/td>\n<\/tr>\n | ||||||
| 1513<\/td>\n | TABLE E3905.13.1 MAXIMUM NUMBER OF CONDUCTORS IN METAL BOXE TABLE E3905.13.1 MAXIMUM NUMBER OF CONDUCTORS IN METAL BOXE <\/td>\n<\/tr>\n | ||||||
| 1514<\/td>\n | TABLE E3905.13.2.1 VOLUME ALLOWANCE REQUIRED PER CONDUCTOR TABLE E3905.13.2.1 VOLUME ALLOWANCE REQUIRED PER CONDUCTOR SECTION E3906 – INSTALLATION OF BOXES, CONDUIT BODIES AND FITTINGS SECTION E3906 – INSTALLATION OF BOXES, CONDUIT BODIES AND FITTINGS <\/td>\n<\/tr>\n | ||||||
| 1517<\/td>\n | SECTION E3907 – CABINETS AND PANELBOARDS SECTION E3907 – CABINETS AND PANELBOARDS <\/td>\n<\/tr>\n | ||||||
| 1519<\/td>\n | TABLE E3907.8 PERCENT OF CROSS SECTION OF CONDUIT AND TUBING FOR CONDUCTORS TABLE E3907.8 PERCENT OF CROSS SECTION OF CONDUIT AND TUBING FOR CONDUCTORS FIGURE E3907.8 CABLES SECURED TO PANELBOARD ENCLOSURES FIGURE E3907.8 CABLES SECURED TO PANELBOARD ENCLOSURES SECTION E3908 – GROUNDING SECTION E3908 – GROUNDING <\/td>\n<\/tr>\n | ||||||
| 1521<\/td>\n | FIGURE E3908.7 PROHIBITED USE OF GROUNDED CIRCUIT CONDUCTOR FIGURE E3908.7 PROHIBITED USE OF GROUNDED CIRCUIT CONDUCTOR <\/td>\n<\/tr>\n | ||||||
| 1523<\/td>\n | TABLE E3908.12 EQUIPMENT GROUNDING CONDUCTOR SIZING TABLE E3908.12 EQUIPMENT GROUNDING CONDUCTOR SIZING <\/td>\n<\/tr>\n | ||||||
| 1524<\/td>\n | SECTION E3909 – FLEXIBLE CORDS SECTION E3909 – FLEXIBLE CORDS <\/td>\n<\/tr>\n | ||||||
| 1525<\/td>\n | TABLE E3909.2 MAXIMUM AMPERE LOAD FOR FLEXIBLE CORDS TABLE E3909.2 MAXIMUM AMPERE LOAD FOR FLEXIBLE CORDS BIBLIOGRAPHY BIBLIOGRAPHY <\/td>\n<\/tr>\n | ||||||
| 1527<\/td>\n | CHAPTER 40: DEVICES AND LUMINAIRES CHAPTER 40: DEVICES AND LUMINAIRES GENERAL COMMENTS GENERAL COMMENTS PURPOSE PURPOSE SECTION E4001 – SWITCHES SECTION E4001 – SWITCHES <\/td>\n<\/tr>\n | ||||||
| 1529<\/td>\n | SECTION E4002 – RECEPTACLES SECTION E4002 – RECEPTACLES <\/td>\n<\/tr>\n | ||||||
| 1530<\/td>\n | TABLE E4002.1.2 RECEPTACLE RATINGS FOR VARIOUS SIZE MULTI-OUTLET CIRCUITS TABLE E4002.1.2 RECEPTACLE RATINGS FOR VARIOUS SIZE MULTI-OUTLET CIRCUITS <\/td>\n<\/tr>\n | ||||||
| 1532<\/td>\n | FIGURE E4002.14 TYPICAL TAMPER-RESISTANT RECEPTACLE FIGURE E4002.14 TYPICAL TAMPER-RESISTANT RECEPTACLE SECTION E4003 – FIXTURES SECTION E4003 – FIXTURES <\/td>\n<\/tr>\n | ||||||
| 1534<\/td>\n | FIGURE E4003.12 CLOSET STORAGE SPACE FIGURE E4003.12 CLOSET STORAGE SPACE <\/td>\n<\/tr>\n | ||||||
| 1535<\/td>\n | SECTION E4004 – LUMINAIRE INSTALLATION SECTION E4004 – LUMINAIRE INSTALLATION <\/td>\n<\/tr>\n | ||||||
| 1536<\/td>\n | SECTION E4005 – TRACK LIGHTING SECTION E4005 – TRACK LIGHTING <\/td>\n<\/tr>\n | ||||||
| 1537<\/td>\n | BIBLIOGRAPHY BIBLIOGRAPHY <\/td>\n<\/tr>\n | ||||||
| 1539<\/td>\n | CHAPTER 41: APPLIANCE INSTALLATION CHAPTER 41: APPLIANCE INSTALLATION GENERAL COMMENTS GENERAL COMMENTS PURPOSE PURPOSE SECTION E4101 – GENERAL SECTION E4101 – GENERAL TABLE E4101.3 FLEXIBLE CORD LENGTH TABLE E4101.3 FLEXIBLE CORD LENGTH <\/td>\n<\/tr>\n | ||||||
| 1540<\/td>\n | FIGURE E4101.5 TYPICAL APPLIANCE DISCONNECTING MEANS FIGURE E4101.5 TYPICAL APPLIANCE DISCONNECTING MEANS <\/td>\n<\/tr>\n | ||||||
| 1541<\/td>\n | TABLE E4101.5 DISCONNECTING MEANS TABLE E4101.5 DISCONNECTING MEANS <\/td>\n<\/tr>\n | ||||||
| 1542<\/td>\n | BIBLIOGRAPHY BIBLIOGRAPHY <\/td>\n<\/tr>\n | ||||||
| 1543<\/td>\n | CHAPTER 42: SWIMMING POOLS CHAPTER 42: SWIMMING POOLS GENERAL COMMENTS GENERAL COMMENTS PURPOSE PURPOSE SECTION E4201 – GENERAL SECTION E4201 – GENERAL <\/td>\n<\/tr>\n | ||||||
| 1545<\/td>\n | SECTION E4202 – WIRING METHODS FOR POOLS, SPAS, HOT TUBS AND HYDROMASSAGE BATHTUBS SECTION E4202 – WIRING METHODS FOR POOLS, SPAS, HOT TUBS AND HYDROMASSAGE BATHTUBS TABLE E4202.1 ALLOWABLE APPLICATIONS FOR WIRING METHODS TABLE E4202.1 ALLOWABLE APPLICATIONS FOR WIRING METHODS <\/td>\n<\/tr>\n | ||||||
| 1546<\/td>\n | SECTION E4203 – EQUIPMENT LOCATION AND CLEARANCES SECTION E4203 – EQUIPMENT LOCATION AND CLEARANCES <\/td>\n<\/tr>\n | ||||||
| 1549<\/td>\n | TABLE E4203.5 OVERHEAD CONDUCTOR CLEARANCES TABLE E4203.5 OVERHEAD CONDUCTOR CLEARANCES SECTION E4204 – BONDING SECTION E4204 – BONDING <\/td>\n<\/tr>\n | ||||||
| 1550<\/td>\n | TABLE E4203.7 MINIMUM BURIAL DEPTHS TABLE E4203.7 MINIMUM BURIAL DEPTHS <\/td>\n<\/tr>\n | ||||||
| 1552<\/td>\n | SECTION E4205 – GROUNDING SECTION E4205 – GROUNDING <\/td>\n<\/tr>\n | ||||||
| 1554<\/td>\n | SECTION E4206 – EQUIPMENT INSTALLATION SECTION E4206 – EQUIPMENT INSTALLATION <\/td>\n<\/tr>\n | ||||||
| 1557<\/td>\n | SECTION E4207 – STORABLE SWIMMING POOLS SECTION E4207 – STORABLE SWIMMING POOLS <\/td>\n<\/tr>\n | ||||||
| 1558<\/td>\n | SECTION E4208 – SPAS AND HOT TUBS SECTION E4208 – SPAS AND HOT TUBS <\/td>\n<\/tr>\n | ||||||
| 1559<\/td>\n | SECTION E4209 – HYDROMASSAGE BATHTUBS SECTION E4209 – HYDROMASSAGE BATHTUBS BIBLIOGRAPHY BIBLIOGRAPHY <\/td>\n<\/tr>\n | ||||||
| 1561<\/td>\n | CHAPTER 43: CLASS 2 REMOTE-CONTROL, SIGNALING AND POWER-LIMITED CIRCUITS CHAPTER 43: CLASS 2 REMOTE-CONTROL, SIGNALING AND POWER-LIMITED CIRCUITS GENERAL COMMENTS GENERAL COMMENTS PURPOSE PURPOSE SECTION E4301 – GENERAL SECTION E4301 – GENERAL SECTION E4302 – POWER SOURCES SECTION E4302 – POWER SOURCES <\/td>\n<\/tr>\n | ||||||
| 1562<\/td>\n | SECTION E4303 – WIRING METHODS SECTION E4303 – WIRING METHODS TABLE E4303.2 CABLE USES AND PERMITTED SUBSTITUTI TABLE E4303.2 CABLE USES AND PERMITTED SUBSTITUTI <\/td>\n<\/tr>\n | ||||||
| 1563<\/td>\n | SECTION E4304 – INSTALLATION REQUIREMENTS SECTION E4304 – INSTALLATION REQUIREMENTS <\/td>\n<\/tr>\n | ||||||
| 1564<\/td>\n | BIBLIOGRAPHY BIBLIOGRAPHY <\/td>\n<\/tr>\n | ||||||
| 1565<\/td>\n | PART IX – REFERENCED STANDARDS PART IX – REFERENCED STANDARDS CHAPTER 44: REFERENCED STANDARDS CHAPTER 44: REFERENCED STANDARDS GENERAL COMMENTS GENERAL COMMENTS PURPOSE PURPOSE <\/td>\n<\/tr>\n | ||||||
| 1566<\/td>\n | FIGURE 44 REFERENCE STANDARDS FIGURE 44 REFERENCE STANDARDS <\/td>\n<\/tr>\n | ||||||
| 1567<\/td>\n | AAMA AAMA ACI ACI ACCA ACCA AFPA AFPA AISI AISI <\/td>\n<\/tr>\n | ||||||
| 1568<\/td>\n | AITC AITC ANSI ANSI <\/td>\n<\/tr>\n | ||||||
| 1569<\/td>\n | APA APA APSP APSP ASCE\/SEI ASCE\/SEI <\/td>\n<\/tr>\n | ||||||
| 1570<\/td>\n | ASHRAE ASHRAE ASME ASME <\/td>\n<\/tr>\n | ||||||
| 1571<\/td>\n | ASSE ASSE <\/td>\n<\/tr>\n | ||||||
| 1572<\/td>\n | ASTM ASTM <\/td>\n<\/tr>\n | ||||||
| 1579<\/td>\n | AWPA AWPA AWS AWS <\/td>\n<\/tr>\n | ||||||
| 1580<\/td>\n | AWWA AWWA CGSB CGSB CISPI CISPI CPA CPA CPSC CPSC <\/td>\n<\/tr>\n | ||||||
| 1581<\/td>\n | CSA CSA <\/td>\n<\/tr>\n | ||||||
| 1582<\/td>\n | CSSB CSSB DASMA DASMA DOC DOC DOTn DOTn FEMA FEMA <\/td>\n<\/tr>\n | ||||||
| 1583<\/td>\n | FM FM GA GA HPVA HPVA ICC ICC ISO ISO <\/td>\n<\/tr>\n | ||||||
| 1584<\/td>\n | MSS MSS NAIMA NAIMA NCMA NCMA NFPA NFPA NFRC NFRC <\/td>\n<\/tr>\n | ||||||
| 1585<\/td>\n | NSF NSF PCA PCA SMACNA SMACNA TMS TMS TPI TPI <\/td>\n<\/tr>\n | ||||||
| 1586<\/td>\n | UL UL <\/td>\n<\/tr>\n | ||||||
| 1587<\/td>\n | ULC ULC US-FTC US-FTC WDMA WDMA <\/td>\n<\/tr>\n | ||||||
| 1589<\/td>\n | APPENDIX A – SIZING AND CAPACITIES OF GAS PIPING APPENDIX A – SIZING AND CAPACITIES OF GAS PIPING A.1 GENERAL PIPING CONSIDERATIONS A.1 GENERAL PIPING CONSIDERATIONS A.2 DESCRIPTION OF TABLES A.2 DESCRIPTION OF TABLES <\/td>\n<\/tr>\n | ||||||
| 1590<\/td>\n | TABLE A.2.2 EQUIVALENT LENGTHS OF PIPE FITTINGS AND VALVES TABLE A.2.2 EQUIVALENT LENGTHS OF PIPE FITTINGS AND VALVES <\/td>\n<\/tr>\n | ||||||
| 1591<\/td>\n | TABLE A.2.2\u2014continued EQUIVALENT LENGTHS OF PIPE FITTINGS AND VALVES TABLE A.2.2\u2014continued EQUIVALENT LENGTHS OF PIPE FITTINGS AND VALVES <\/td>\n<\/tr>\n | ||||||
| 1592<\/td>\n | TABLE A.2.4 MULTIPLIERS TO BE USED WITH TABLES G2413.4(1)THROUGH G2413.4(8) WHERE THE SPECIFIC GRAVITYOF THE GAS IS OTHER THAN 0.60 TABLE A.2.4 MULTIPLIERS TO BE USED WITH TABLES G2413.4(1)THROUGH G2413.4(8) WHERE THE SPECIFIC GRAVITYOF THE GAS IS OTHER THAN 0.60 A.3 USE OF CAPACITY TABLES A.3 USE OF CAPACITY TABLES <\/td>\n<\/tr>\n | ||||||
| 1594<\/td>\n | TABLE A.3.4 THOUSANDS OF Btu\/h (MBH) OF NATURAL GAS PER 100 FEET OF PIPE AT VARIOUS PRESSURE DROPS AND PIPE DIAMETERS TABLE A.3.4 THOUSANDS OF Btu\/h (MBH) OF NATURAL GAS PER 100 FEET OF PIPE AT VARIOUS PRESSURE DROPS AND PIPE DIAMETERS A.4 USE OF SIZING EQUATIONS A.4 USE OF SIZING EQUATIONS A.5 PIPE AND TUBE DIAMETERS A.5 PIPE AND TUBE DIAMETERS <\/td>\n<\/tr>\n | ||||||
| 1595<\/td>\n | TABLE A.5.1 SCHEDULE 40 STEEL PIPE STANDARD SIZES TABLE A.5.1 SCHEDULE 40 STEEL PIPE STANDARD SIZES TABLE A.5.2 COPPER TUBE STANDARD SIZES TABLE A.5.2 COPPER TUBE STANDARD SIZES A.6 USE OF SIZING CHARTS A.6 USE OF SIZING CHARTS <\/td>\n<\/tr>\n | ||||||
| 1596<\/td>\n | FIGURE A.6(a) CAPACITY OF NATURAL GAS PIPING, LOW PRESSURE (0.60 WC) FIGURE A.6(a) CAPACITY OF NATURAL GAS PIPING, LOW PRESSURE (0.60 WC) FIGURE A.6 (b) CAPACITY OF NATURAL GAS PIPING, HIGH PRESSURE (1.5 psi and above) FIGURE A.6 (b) CAPACITY OF NATURAL GAS PIPING, HIGH PRESSURE (1.5 psi and above) <\/td>\n<\/tr>\n | ||||||
| 1597<\/td>\n | A.7 EXAMPLES OF PIPING SYSTEM DESIGN AND SIZING A.7 EXAMPLES OF PIPING SYSTEM DESIGN AND SIZING FIGURE A.7.1 PIPING PLAN SHOWING A STEEL PIPING SYSTEM FIGURE A.7.1 PIPING PLAN SHOWING A STEEL PIPING SYSTEM FIGURE A.7.2 PIPING PLAN SHOWING A CSST SYSTEM FIGURE A.7.2 PIPING PLAN SHOWING A CSST SYSTEM <\/td>\n<\/tr>\n | ||||||
| 1598<\/td>\n | FIGURE A.7.3 PIPING PLAN SHOWING A COPPER TUBING SYSTEM FIGURE A.7.3 PIPING PLAN SHOWING A COPPER TUBING SYSTEM <\/td>\n<\/tr>\n | ||||||
| 1599<\/td>\n | FIGURE A.7.4 PIPING PLAN SHOWING A MODIFICATION TO EXISTING PIPING SYST FIGURE A.7.4 PIPING PLAN SHOWING A MODIFICATION TO EXISTING PIPING SYST <\/td>\n<\/tr>\n | ||||||
| 1601<\/td>\n | APPENDIX B – SIZING OF VENTING SYSTEMS SERVING APPLIANCES EQUIPPED WITH DRAFT HOODS, CATEGORY I APPLIANCES, AND APPLIANCES LISTED FOR USE WITH TYPE B VENTS APPENDIX B – SIZING OF VENTING SYSTEMS SERVING APPLIANCES EQUIPPED WITH DRAFT HOODS, CATEGORY I APPLIANCES, AND APPLIANCES LISTED FOR USE WITH TYPE B VENTS EXAMPLES USING SINGLE APPLIANCE VENTING TABLES EXAMPLES USING SINGLE APPLIANCE VENTING TABLES FIGURE B-1 TYPE B DOUBLE-WALL VENT SYSTEM SERVING A SINGLE APPLIANCE WITH A TYPE B DOUBLE-WALL VENT FIGURE B-1 TYPE B DOUBLE-WALL VENT SYSTEM SERVING A SINGLE APPLIANCE WITH A TYPE B DOUBLE-WALL VENT FIGURE B-2 TYPE B DOUBLE-WALL VENT SYSTEM SERVING A SINGLE APPLIANCE WITH A SINGLE-WALL METAL VENT CONNECTOR FIGURE B-2 TYPE B DOUBLE-WALL VENT SYSTEM SERVING A SINGLE APPLIANCE WITH A SINGLE-WALL METAL VENT CONNECTOR <\/td>\n<\/tr>\n | ||||||
| 1602<\/td>\n | FIGURE B-3 VENT SYSTEM SERVING A SINGLE APPLIANCE WITH A MASONRY CHIMNEY OF TYPE BDOUBLE-WALL VENT CONNECTOR FIGURE B-3 VENT SYSTEM SERVING A SINGLE APPLIANCE WITH A MASONRY CHIMNEY OF TYPE BDOUBLE-WALL VENT CONNECTOR FIGURE B-4 VENT SYSTEM SERVING A SINGLE APPLIANCE USING A MASONRY CHIMNEY AND A SINGLE-WALL METAL VENT CONNECTOR FIGURE B-4 VENT SYSTEM SERVING A SINGLE APPLIANCE USING A MASONRY CHIMNEY AND A SINGLE-WALL METAL VENT CONNECTOR FIGURE B-5 ASBESTOS CEMENT TYPE B OR SINGLE-WALL METAL VENT SYSTEM SERVING A SINGLE DRAFT-HOOD-EQUIPPED APPLIANCE FIGURE B-5 ASBESTOS CEMENT TYPE B OR SINGLE-WALL METAL VENT SYSTEM SERVING A SINGLE DRAFT-HOOD-EQUIPPED APPLIANCE FIGURE B-6 VENT SYSTEM SERVING TWO OR MORE APPLIANCES WITH TYPE B DOUBLE-WALL VENT AND TYPE B DOUBLE-WALL VENT CONNECTOR FIGURE B-6 VENT SYSTEM SERVING TWO OR MORE APPLIANCES WITH TYPE B DOUBLE-WALL VENT AND TYPE B DOUBLE-WALL VENT CONNECTOR <\/td>\n<\/tr>\n | ||||||
| 1603<\/td>\n | FIGURE B-7 VENT SYSTEM SERVING TWO OR MORE APPLIANCES WITH TYPE B DOUBLE-WALL VENT AND SINGLE-WALL METAL VENT CONNECTORS FIGURE B-7 VENT SYSTEM SERVING TWO OR MORE APPLIANCES WITH TYPE B DOUBLE-WALL VENT AND SINGLE-WALL METAL VENT CONNECTORS FIGURE B-8 MASONRY CHIMNEY SERVING TWO OR MORE APPLIANCES WITH TYPE B DOUBLE-WALL VENT CONNECTOR FIGURE B-8 MASONRY CHIMNEY SERVING TWO OR MORE APPLIANCES WITH TYPE B DOUBLE-WALL VENT CONNECTOR FIGURE B-9 MASONRY CHIMNEY SERVING TWO OR MORE APPLIANCES WITH SINGLE-WALL METAL VENT CONNECTORS FIGURE B-9 MASONRY CHIMNEY SERVING TWO OR MORE APPLIANCES WITH SINGLE-WALL METAL VENT CONNECTORS FIGURE B-10 ASBESTOS CEMENT TYPE B OR SINGLE-WALL METAL VENT SYSTEM SERVING TWO OR MORE DRAFT-HOOD-EQUIPPED APPLIANCES FIGURE B-10 ASBESTOS CEMENT TYPE B OR SINGLE-WALL METAL VENT SYSTEM SERVING TWO OR MORE DRAFT-HOOD-EQUIPPED APPLIANCES <\/td>\n<\/tr>\n | ||||||
| 1604<\/td>\n | FIGURE B-11 USE OF MANIFOLD COMMON VENT CONNECTOR FIGURE B-11 USE OF MANIFOLD COMMON VENT CONNECTOR FIGURE B-12 USE OF OFFSET COMMON VENT FIGURE B-12 USE OF OFFSET COMMON VENT FIGURE B-13 MULTISTORY GAS VENT DESIGN PROCEDURE FOR EACH SEGMENT OF SYSTEM FIGURE B-13 MULTISTORY GAS VENT DESIGN PROCEDURE FOR EACH SEGMENT OF SYSTEM FIGURE B-14 MULTISTORY VENT SYSTEMS FIGURE B-14 MULTISTORY VENT SYSTEMS <\/td>\n<\/tr>\n | ||||||
| 1605<\/td>\n | FIGURE B-15 (EXAMPLE 1) SINGLE DRAFT-HOOD-EQUIPPED APPLIANCE FIGURE B-15 (EXAMPLE 1) SINGLE DRAFT-HOOD-EQUIPPED APPLIANCE FIGURE B-16 (EXAMPLE 2) SINGLE FAN-ASSISTED APPLIANCE FIGURE B-16 (EXAMPLE 2) SINGLE FAN-ASSISTED APPLIANCE <\/td>\n<\/tr>\n | ||||||
| 1606<\/td>\n | EXAMPLES USING COMMON VENTING TABLES EXAMPLES USING COMMON VENTING TABLES FIGURE B-17 (EXAMPLE 4) COMMON VENTING TWO DRAFTHOOD-EQUIPPED APPLIANCES FIGURE B-17 (EXAMPLE 4) COMMON VENTING TWO DRAFTHOOD-EQUIPPED APPLIANCES FIGURE B-18 (EXAMPLE 5A) COMMON VENTING A DRAFT HOOD WITH A FAN-ASSISTED FURNACE INTO A TYPE B DOUBLE-WALL COMMON VENT FIGURE B-18 (EXAMPLE 5A) COMMON VENTING A DRAFT HOOD WITH A FAN-ASSISTED FURNACE INTO A TYPE B DOUBLE-WALL COMMON VENT <\/td>\n<\/tr>\n | ||||||
| 1608<\/td>\n | TABLE B-1 MASONRY CHIMNEY LINER DIMENSIONS WITH CIRCULAR EQUIVALENTSa TABLE B-1 MASONRY CHIMNEY LINER DIMENSIONS WITH CIRCULAR EQUIVALENTSa <\/td>\n<\/tr>\n | ||||||
| 1609<\/td>\n | FIGURE B-19 FIGURE B-19 <\/td>\n<\/tr>\n | ||||||
| 1611<\/td>\n | APPENDIX C – EXIT TERMINALS OF MECHANICAL DRAFT AND DIRECT-VENT VENTING SYSTEMS APPENDIX C – EXIT TERMINALS OF MECHANICAL DRAFT AND DIRECT-VENT VENTING SYSTEMS FIGURE C-1 EXIT TERMINALS OF MECHANICAL DRAFT AND DIRECT-VENT VENTING SYSTEMS FIGURE C-1 EXIT TERMINALS OF MECHANICAL DRAFT AND DIRECT-VENT VENTING SYSTEMS <\/td>\n<\/tr>\n | ||||||
| 1613<\/td>\n | APPENDIX D – RECOMMENDED PROCEDURE FOR SAFETY INSPECTION OF AN EXISTING APPLIANCE INSTALLATION APPENDIX D – RECOMMENDED PROCEDURE FOR SAFETY INSPECTION OF AN EXISTING APPLIANCE INSTALLATION <\/td>\n<\/tr>\n | ||||||
| 1615<\/td>\n | APPENDIX E – MANUFACTURED HOUSING USED AS DWELLINGS APPENDIX E – MANUFACTURED HOUSING USED AS DWELLINGS GENERAL COMMENTS GENERAL COMMENTS PURPOSE PURPOSE SECTION AE101 – SCOPE SECTION AE101 – SCOPE <\/td>\n<\/tr>\n | ||||||
| 1616<\/td>\n | SECTION AE102 – APPLICATION TO EXISTING MANUFACTURED HOMES AND BUILDING SERVICE EQUIPMENT SECTION AE102 – APPLICATION TO EXISTING MANUFACTURED HOMES AND BUILDING SERVICE EQUIPMENT <\/td>\n<\/tr>\n | ||||||
| 1617<\/td>\n | SECTION AE201 – DEFINITIONS SECTION AE201 – DEFINITIONS SECTION AE301 – PERMITS SECTION AE301 – PERMITS <\/td>\n<\/tr>\n | ||||||
| 1618<\/td>\n | SECTION AE302 – APPLICATION FOR PERMIT SECTION AE302 – APPLICATION FOR PERMIT SECTION AE303 – PERMITS ISSUANCE SECTION AE303 – PERMITS ISSUANCE <\/td>\n<\/tr>\n | ||||||
| 1619<\/td>\n | SECTION AE304 – FEES SECTION AE304 – FEES <\/td>\n<\/tr>\n | ||||||
| 1620<\/td>\n | SECTION AE305 – INSPECTIONS SECTION AE305 – INSPECTIONS <\/td>\n<\/tr>\n | ||||||
| 1622<\/td>\n | SECTION AE306 – SPECIAL INSPECTIONS SECTION AE306 – SPECIAL INSPECTIONS SECTION AE307 – UTILITY SERVICE SECTION AE307 – UTILITY SERVICE SECTION AE401 – OCCUPANCY CLASSIFICATION SECTION AE401 – OCCUPANCY CLASSIFICATION SECTION AE40 2LOCATION ON PROPERTY SECTION AE40 2LOCATION ON PROPERTY SECTION AE501 – DESIGN SECTION AE501 – DESIGN <\/td>\n<\/tr>\n | ||||||
| 1623<\/td>\n | SECTION AE502 – FOUNDATION SYSTEMS SECTION AE502 – FOUNDATION SYSTEMS SECTION AE503 – SKIRTING AND PERIMETER ENCLOSURES SECTION AE503 – SKIRTING AND PERIMETER ENCLOSURES <\/td>\n<\/tr>\n | ||||||
| 1624<\/td>\n | SECTION AE504 – STRUCTURAL ADDITIONS SECTION AE504 – STRUCTURAL ADDITIONS SECTION AE505 – BUILDING SERVICE EQUIPMENT SECTION AE505 – BUILDING SERVICE EQUIPMENT SECTION AE506 – EXITS SECTION AE506 – EXITS SECTION AE507 – OCCUPANCY, FIRE SAFETY AND ENERGY CONSERVATION STANDARDS SECTION AE507 – OCCUPANCY, FIRE SAFETY AND ENERGY CONSERVATION STANDARDS SECTION AE600 – SPECIAL REQUIREMENTS FOR FOUNDATION SYSTEMS SECTION AE600 – SPECIAL REQUIREMENTS FOR FOUNDATION SYSTEMS SECTION AE601 – FOOTINGS AND FOUNDATIONS SECTION AE601 – FOOTINGS AND FOUNDATIONS <\/td>\n<\/tr>\n | ||||||
| 1625<\/td>\n | SECTION AE602 – PIER CONSTRUCTION SECTION AE602 – PIER CONSTRUCTION SECTION AE603 – HEIGHT OF PIERS SECTION AE603 – HEIGHT OF PIERS SECTION AE604 – ANCHORAGE INSTALLATIONS SECTION AE604 – ANCHORAGE INSTALLATIONS <\/td>\n<\/tr>\n | ||||||
| 1626<\/td>\n | SECTION AE605 – TIES, MATERIALS AND INSTALLATION SECTION AE605 – TIES, MATERIALS AND INSTALLATION SECTION AE606 – REFERENCED STANDARDS SECTION AE606 – REFERENCED STANDARDS BIBLIOGRAPHY BIBLIOGRAPHY <\/td>\n<\/tr>\n | ||||||
| 1629<\/td>\n | APPENDIX F – RADON CONTROL METHODS APPENDIX F – RADON CONTROL METHODS GENERAL COMMENTS GENERAL COMMENTS PURPOSE PURPOSE SECTION AF101 – SCOPE SECTION AF101 – SCOPE SECTION AF102 – DEFINITIONS SECTION AF102 – DEFINITIONS <\/td>\n<\/tr>\n | ||||||
| 1630<\/td>\n | SECTION AF103 – REQUIREMENTS SECTION AF103 – REQUIREMENTS <\/td>\n<\/tr>\n | ||||||
| 1634<\/td>\n | FIGURE AF101 – EPA MAP OF RADON ZONES FIGURE AF101 – EPA MAP OF RADON ZONES <\/td>\n<\/tr>\n | ||||||
| 1635<\/td>\n | TABLE AF101(1) HIGH RADON POTENTIAL (ZONE 1) COUNTIESa TABLE AF101(1) HIGH RADON POTENTIAL (ZONE 1) COUNTIESa <\/td>\n<\/tr>\n | ||||||
| 1636<\/td>\n | TABLE AF101(1)\u2014continued HIGH RADON POTENTIAL (ZONE 1) COUNTIESa TABLE AF101(1)\u2014continued HIGH RADON POTENTIAL (ZONE 1) COUNTIESa <\/td>\n<\/tr>\n | ||||||
| 1637<\/td>\n | FIGURE AF102 -RADON-RESISTANT CONSTRUCTION DETAILS FOR FOUR FOUNDATION TYPES FIGURE AF102 -RADON-RESISTANT CONSTRUCTION DETAILS FOR FOUR FOUNDATION TYPES <\/td>\n<\/tr>\n | ||||||
| 1639<\/td>\n | APPENDIX G – SWIMMING POOLS, SPAS AND HOT TUBS APPENDIX G – SWIMMING POOLS, SPAS AND HOT TUBS GENERAL COMMENTS GENERAL COMMENTS PURPOSE PURPOSE SECTION AG101 – GENERAL SECTION AG101 – GENERAL <\/td>\n<\/tr>\n | ||||||
| 1640<\/td>\n | SECTION AG102 – DEFINITIONS SECTION AG102 – DEFINITIONS <\/td>\n<\/tr>\n | ||||||
| 1641<\/td>\n | SECTION AG103 – SWIMMING POOLS SECTION AG103 – SWIMMING POOLS SECTION AG104 – SPAS AND HOT TUBS SECTION AG104 – SPAS AND HOT TUBS SECTION AG105 – BARRIER REQUIREMENTS SECTION AG105 – BARRIER REQUIREMENTS <\/td>\n<\/tr>\n | ||||||
| 1642<\/td>\n | FIGURE AG105.2(1) OPENING LIMITATIONS FIGURE AG105.2(1) OPENING LIMITATIONS <\/td>\n<\/tr>\n | ||||||
| 1643<\/td>\n | FIGURE AG105.2(2) PRIVATE SWIMMING POOL BARRIER CONSTRUCTION FIGURE AG105.2(2) PRIVATE SWIMMING POOL BARRIER CONSTRUCTION <\/td>\n<\/tr>\n | ||||||
| 1644<\/td>\n | FIGURE AG105.2(3) CHAIN-LINK FENCE MESH FOR PRIVATE SWIMMING POOLS FIGURE AG105.2(3) CHAIN-LINK FENCE MESH FOR PRIVATE SWIMMING POOLS <\/td>\n<\/tr>\n | ||||||
| 1645<\/td>\n | SECTION AG106 – ENTRAPMENT PROTECTION FOR SWIMMING POOL AND SPA SUCTION OUTLETS SECTION AG106 – ENTRAPMENT PROTECTION FOR SWIMMING POOL AND SPA SUCTION OUTLETS SECTION AG107 – ABBREVIATIONS SECTION AG107 – ABBREVIATIONS SECTION AG108 – STANDARDS SECTION AG108 – STANDARDS <\/td>\n<\/tr>\n | ||||||
| 1647<\/td>\n | APPENDIX H – PATIO COVERS APPENDIX H – PATIO COVERS GENERAL COMMENTS GENERAL COMMENTS PURPOSE PURPOSE SECTION AH101 – GENERAL SECTION AH101 – GENERAL SECTION AH102 – DEFINITION SECTION AH102 – DEFINITION SECTION AH103 – PERMITTED USES SECTION AH103 – PERMITTED USES SECTION AH104 – DESIGN LOADS SECTION AH104 – DESIGN LOADS <\/td>\n<\/tr>\n | ||||||
| 1648<\/td>\n | SECTION AH105 – LIGHT AND VENTILATION\/EMERGENCY EGRESS SECTION AH105 – LIGHT AND VENTILATION\/EMERGENCY EGRESS SECTION AH106 – FOOTINGS SECTION AH106 – FOOTINGS SECTION AH107 – SPECIAL PROVISIONS FOR ALUMINUM SCREEN ENCLOSURES IN HURRICANE-PRONE REGIONS SECTION AH107 – SPECIAL PROVISIONS FOR ALUMINUM SCREEN ENCLOSURES IN HURRICANE-PRONE REGIONS <\/td>\n<\/tr>\n | ||||||
| 1649<\/td>\n | TABLE AH107.4(1) DESIGN WIND PRESSURES FOR ALUMINUM SCREEN ENCLOSURE FRAMING WITH AN IMPORTANCE FACTOR OF TABLE AH107.4(1) DESIGN WIND PRESSURES FOR ALUMINUM SCREEN ENCLOSURE FRAMING WITH AN IMPORTANCE FACTOR OF <\/td>\n<\/tr>\n | ||||||
| 1650<\/td>\n | TABLE AH107.4(2) HEIGHT ADJUSTMENT FACTORS TABLE AH107.4(2) HEIGHT ADJUSTMENT FACTORS BIBLIOGRAPHY BIBLIOGRAPHY <\/td>\n<\/tr>\n | ||||||
| 1651<\/td>\n | APPENDIX I – PRIVATE SEWAGE DISPOSAL APPENDIX I – PRIVATE SEWAGE DISPOSAL SECTION AI101 – GENERAL SECTION AI101 – GENERAL <\/td>\n<\/tr>\n | ||||||
| 1653<\/td>\n | APPENDIX J – EXISTING BUILDINGS AND STRUCTURES APPENDIX J – EXISTING BUILDINGS AND STRUCTURES GENERAL COMMENTS GENERAL COMMENTS PURPOSE PURPOSE SECTION AJ101 – PURPOSE AND INTENT SECTION AJ101 – PURPOSE AND INTENT <\/td>\n<\/tr>\n | ||||||
| 1654<\/td>\n | SECTION AJ102 – COMPLIANCE SECTION AJ102 – COMPLIANCE <\/td>\n<\/tr>\n | ||||||
| 1655<\/td>\n | SECTION AJ103 – PRELIMINARY MEETING SECTION AJ103 – PRELIMINARY MEETING SECTION AJ104 – EVALUATION OF AN EXISTING BUILDING SECTION AJ104 – EVALUATION OF AN EXISTING BUILDING <\/td>\n<\/tr>\n | ||||||
| 1656<\/td>\n | SECTION AJ105 – PERMIT SECTION AJ105 – PERMIT SECTION AJ201 – DEFINITIONS SECTION AJ201 – DEFINITIONS <\/td>\n<\/tr>\n | ||||||
| 1657<\/td>\n | SECTION AJ301 – REPAIRS SECTION AJ301 – REPAIRS <\/td>\n<\/tr>\n | ||||||
| 1658<\/td>\n | SECTION AJ401 – RENOVATIONS SECTION AJ401 – RENOVATIONS <\/td>\n<\/tr>\n | ||||||
| 1659<\/td>\n | SECTION AJ501 – ALTERATIONS SECTION AJ501 – ALTERATIONS <\/td>\n<\/tr>\n | ||||||
| 1661<\/td>\n | SECTION AJ601 – RECONSTRUCTION SECTION AJ601 – RECONSTRUCTION <\/td>\n<\/tr>\n | ||||||
| 1662<\/td>\n | BIBLIOGRAPHY BIBLIOGRAPHY <\/td>\n<\/tr>\n | ||||||
| 1663<\/td>\n | APPENDIX K – SOUND TRANSMISSION APPENDIX K – SOUND TRANSMISSION GENERAL COMMENTS GENERAL COMMENTS PURPOSE PURPOSE SECTION AK101 – GENERAL SECTION AK101 – GENERAL SECTION AK102 – AIR-BORNE SOUND SECTION AK102 – AIR-BORNE SOUND <\/td>\n<\/tr>\n | ||||||
| 1664<\/td>\n | SECTION AK103 – STRUCTURAL-BORNE SOUND SECTION AK103 – STRUCTURAL-BORNE SOUND SECTION AK104 – REFERENCED STANDARDS SECTION AK104 – REFERENCED STANDARDS BIBLIOGRAPHY BIBLIOGRAPHY <\/td>\n<\/tr>\n | ||||||
| 1665<\/td>\n | APPENDIX L – PERMIT FEES APPENDIX L – PERMIT FEES <\/td>\n<\/tr>\n | ||||||
| 1667<\/td>\n | APPENDIX M – HOME DAY CARE\u2014R-3 OCCUPANCY APPENDIX M – HOME DAY CARE\u2014R-3 OCCUPANCY GENERAL COMMENTS GENERAL COMMENTS PURPOSE PURPOSE SECTION AM101 – GENERAL SECTION AM101 – GENERAL SECTION AM102 – DEFINITIONS SECTION AM102 – DEFINITIONS SECTION AM103 – MEANS OF EGRESS SECTION AM103 – MEANS OF EGRESS <\/td>\n<\/tr>\n | ||||||
| 1668<\/td>\n | SECTION AM104 – SMOKE DETECTION SECTION AM104 – SMOKE DETECTION <\/td>\n<\/tr>\n | ||||||
| 1669<\/td>\n | APPENDIX N – VENTING METHODS APPENDIX N – VENTING METHODS FIGURE N1 TYPICAL SINGLE-BATH WET-VENT ARRANGEMENTS FIGURE N1 TYPICAL SINGLE-BATH WET-VENT ARRANGEMENTS <\/td>\n<\/tr>\n | ||||||
| 1670<\/td>\n | FIGURE N2 TYPICAL DOUBLE-BATH WET-VENT ARRANGEMENTS FIGURE N2 TYPICAL DOUBLE-BATH WET-VENT ARRANGEMENTS <\/td>\n<\/tr>\n | ||||||
| 1671<\/td>\n | FIGURE N3 TYPICAL HORIZONTAL WET VENTING FIGURE N3 TYPICAL HORIZONTAL WET VENTING <\/td>\n<\/tr>\n | ||||||
| 1672<\/td>\n | FIGURE N4 TYPICAL METHODS OF WET VENTING FIGURE N4 TYPICAL METHODS OF WET VENTING <\/td>\n<\/tr>\n | ||||||
| 1673<\/td>\n | FIGURE N5 SINGLE STACK SYSTEM FOR A TWO-STORY DWELLING FIGURE N5 SINGLE STACK SYSTEM FOR A TWO-STORY DWELLING <\/td>\n<\/tr>\n | ||||||
| 1674<\/td>\n | FIGURE N6 WASTE STACK VENTING FIGURE N6 WASTE STACK VENTING <\/td>\n<\/tr>\n | ||||||
| 1675<\/td>\n | FIGURE N7 CIRCUIT VENT WITH ADDITIONAL NONCIRCUIT VENTED BRANCH FIGURE N7 CIRCUIT VENT WITH ADDITIONAL NONCIRCUIT VENTED BRANCH <\/td>\n<\/tr>\n | ||||||
| 1677<\/td>\n | APPENDIX O – GRAY WATER RECYCLING SYSTEMS APPENDIX O – GRAY WATER RECYCLING SYSTEMS SECTION AO101 – GENERAL SECTION AO101 – GENERAL SECTION AO102 – SYSTEMS FOR FLUSHING WATER CLOSETS AND URINALS SECTION AO102 – SYSTEMS FOR FLUSHING WATER CLOSETS AND URINALS <\/td>\n<\/tr>\n | ||||||
| 1678<\/td>\n | FIGURE AO101.1(1) GRAY WATER RECYCLING SYSTEM FOR FLUSHING WATER CLOSETS AND URINALS FIGURE AO101.1(1) GRAY WATER RECYCLING SYSTEM FOR FLUSHING WATER CLOSETS AND URINALS FIGURE AO101.1(2) GRAY WATER RECYCLING SYSTEM FOR SUBSURFACE LANDSCAPE IRRIGATION FIGURE AO101.1(2) GRAY WATER RECYCLING SYSTEM FOR SUBSURFACE LANDSCAPE IRRIGATION <\/td>\n<\/tr>\n | ||||||
| 1679<\/td>\n | SECTION AO103 – SUBSURFACE LANDSCAPE IRRIGATION SYSTEMS SECTION AO103 – SUBSURFACE LANDSCAPE IRRIGATION SYSTEMS EQUATION AO-1 EQUATION AO-1 <\/td>\n<\/tr>\n | ||||||
| 1680<\/td>\n | TABLE AO103.8 LOCATION OF GRAY WATER SYSTEM TABLE AO103.8 LOCATION OF GRAY WATER SYSTEM TABLE AO103.9.1 DESIGN LOADING RATE TABLE AO103.9.1 DESIGN LOADING RATE <\/td>\n<\/tr>\n | ||||||
| 1681<\/td>\n | TABLE AO103.10 DISTRIBUTION PIPE TABLE AO103.10 DISTRIBUTION PIPE <\/td>\n<\/tr>\n | ||||||
| 1683<\/td>\n | APPENDIX P – SIZING OF WATER PIPING SYSTEM APPENDIX P – SIZING OF WATER PIPING SYSTEM SECTION AP101 – GENERAL SECTION AP101 – GENERAL SECTION AP102 – INFORMATION REQUIRED SECTION AP102 – INFORMATION REQUIRED SECTION AP103 – SELECTION OF PIPE SIZE SECTION AP103 – SELECTION OF PIPE SIZE <\/td>\n<\/tr>\n | ||||||
| 1687<\/td>\n | TABLE AP.1 TABLE AP.1 TABLE AP.2 TABLE AP.2 <\/td>\n<\/tr>\n | ||||||
| 1688<\/td>\n | FIGURE AP103.3(1) EXAMPLE-SIZING FIGURE AP103.3(1) EXAMPLE-SIZING <\/td>\n<\/tr>\n | ||||||
| 1689<\/td>\n | TABLE AP103.3(1) RECOMMENDED TABULAR ARRANGEMENT FOR USE IN SOLVING PIPE SIZING PROBL TABLE AP103.3(1) RECOMMENDED TABULAR ARRANGEMENT FOR USE IN SOLVING PIPE SIZING PROBL <\/td>\n<\/tr>\n | ||||||
| 1690<\/td>\n | TABLE AP103.3(2) LOAD VALUES ASSIGNED TO FIXTURESa TABLE AP103.3(2) LOAD VALUES ASSIGNED TO FIXTURESa <\/td>\n<\/tr>\n | ||||||
| 1691<\/td>\n | TABLE AP103.3(3) TABLE FOR ESTIMATING DEMAND TABLE AP103.3(3) TABLE FOR ESTIMATING DEMAND <\/td>\n<\/tr>\n | ||||||
| 1692<\/td>\n | TABLE AP103.3(3)\u2014continued TABLE FOR ESTIMATING DEMAND TABLE AP103.3(3)\u2014continued TABLE FOR ESTIMATING DEMAND TABLE AP103.3(4) LOSS OF PRESSURE THROUGH TAPS AND TEES IN POUNDS PER SQUARE INCH (psi) TABLE AP103.3(4) LOSS OF PRESSURE THROUGH TAPS AND TEES IN POUNDS PER SQUARE INCH (psi) <\/td>\n<\/tr>\n | ||||||
| 1693<\/td>\n | TABLE AP103.3(5) ALLOWANCE IN EQUIVALENT LENGTHS OF PIPE FOR FRICTION LOSS IN VALVES AND THREADED FITTINGS (feet) TABLE AP103.3(5) ALLOWANCE IN EQUIVALENT LENGTHS OF PIPE FOR FRICTION LOSS IN VALVES AND THREADED FITTINGS (feet) TABLE AP103.3(6) PRESSURE LOSS IN FITTINGS AND VALVES EXPRESSED AS EQUIVALENT LENGTH OF TUBEa (feet) TABLE AP103.3(6) PRESSURE LOSS IN FITTINGS AND VALVES EXPRESSED AS EQUIVALENT LENGTH OF TUBEa (feet) <\/td>\n<\/tr>\n | ||||||
| 1694<\/td>\n | FIGURE AP103.3(2) FRICTION LOSS IN SMOOTH PIPEa (TYPE K, ASTM B 88 COPPER TUBING) FIGURE AP103.3(2) FRICTION LOSS IN SMOOTH PIPEa (TYPE K, ASTM B 88 COPPER TUBING) <\/td>\n<\/tr>\n | ||||||
| 1695<\/td>\n | FIGURE AP103.3(3) FRICTION LOSS IN SMOOTH PIPEa (TYPE L, ASTM B 88 COPPER TUBING) FIGURE AP103.3(3) FRICTION LOSS IN SMOOTH PIPEa (TYPE L, ASTM B 88 COPPER TUBING) <\/td>\n<\/tr>\n | ||||||
| 1696<\/td>\n | FIGURE AP103.3(4) FRICTION LOSS IN SMOOTH PIPEa (TYPE M, ASTM B 88 COPPER TUBING) FIGURE AP103.3(4) FRICTION LOSS IN SMOOTH PIPEa (TYPE M, ASTM B 88 COPPER TUBING) <\/td>\n<\/tr>\n | ||||||
| 1697<\/td>\n | FIGURE AP103.3(5) FRICTION LOSS IN FAIRLY SMOOTH PIPEa FIGURE AP103.3(5) FRICTION LOSS IN FAIRLY SMOOTH PIPEa <\/td>\n<\/tr>\n | ||||||
| 1698<\/td>\n | FIGURE AP103.3(6) FRICTION LOSS IN FAIRLY ROUGH PIPEa FIGURE AP103.3(6) FRICTION LOSS IN FAIRLY ROUGH PIPEa <\/td>\n<\/tr>\n | ||||||
| 1699<\/td>\n | FIGURE AP103.3(7) FRICTION LOSS IN FAIRLY ROUGH PIPEa FIGURE AP103.3(7) FRICTION LOSS IN FAIRLY ROUGH PIPEa <\/td>\n<\/tr>\n | ||||||
| 1700<\/td>\n | SECTION AP201 – SELECTION OF PIPE SIZE SECTION AP201 – SELECTION OF PIPE SIZE <\/td>\n<\/tr>\n | ||||||
| 1701<\/td>\n | TABLE AP201.1 MINIMUM SIZE OF WATER METERS, MAINS AND DISTRIBUTION PIPING BASED ON WATER SUPPLY FIXTURE UNIT VALUES (w.s.f.u.) TABLE 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 | ||||||
| 1702<\/td>\n | TABLE AP201.1\u2014continued MINIMUM SIZE OF WATER METERS, MAINS AND DISTRIBUTION PIPING BASED ON WATER SUPPLY FIXTURE UNIT VALUES (w.s.f.u. TABLE 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 | ||||||
| 1703<\/td>\n | APPENDIX Q – ICC INTERNATIONAL RESIDENTIAL CODE ELECTRICAL PROVISIONS\/NATIONAL ELECTRICAL CODE CROSS-REFEREN APPENDIX Q – ICC INTERNATIONAL RESIDENTIAL CODE ELECTRICAL PROVISIONS\/NATIONAL ELECTRICAL CODE CROSS-REFEREN <\/td>\n<\/tr>\n | ||||||
| 1717<\/td>\n | INDEX INDEX <\/td>\n<\/tr>\n | ||||||
| 1729<\/td>\n | MEMBERSHIP BENEFITS MEMBERSHIP BENEFITS <\/td>\n<\/tr>\n | ||||||
| 1730<\/td>\n | MUST HAVE TOOLS FOR YOUR IRC\u00ae MUST HAVE TOOLS FOR YOUR IRC\u00ae <\/td>\n<\/tr>\n | ||||||
| 1731<\/td>\n | NEW GUIDELINES FOR GOING GREEN NEW GUIDELINES FOR GOING GREEN <\/td>\n<\/tr>\n | ||||||
| 1732<\/td>\n | GO-TO RESOURCES FOR YOUR I-CODE GO-TO RESOURCES FOR YOUR I-CODE <\/td>\n<\/tr>\n<\/table>\n","protected":false},"excerpt":{"rendered":" International Residential Code and Commentary<\/b><\/p>\n |