{"id":186237,"date":"2024-10-19T11:41:30","date_gmt":"2024-10-19T11:41:30","guid":{"rendered":"https:\/\/pdfstandards.shop\/product\/uncategorized\/nc-residentialcode-2018-1stprint\/"},"modified":"2024-10-25T04:05:47","modified_gmt":"2024-10-25T04:05:47","slug":"nc-residentialcode-2018-1stprint","status":"publish","type":"product","link":"https:\/\/pdfstandards.shop\/product\/publishers\/nc\/nc-residentialcode-2018-1stprint\/","title":{"rendered":"NC ResidentialCode 2018 1stPrint"},"content":{"rendered":"

This is a fully integrated code based on the 2015 International Residential Code.<\/p>\n

PDF Catalog<\/h4>\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n
PDF Pages<\/th>\nPDF Title<\/th>\n<\/tr>\n
1<\/td>\n2018 NORTH CAROLINA STATE BUILDING CODE: RESIDENTIAL CODE <\/td>\n<\/tr>\n
2<\/td>\n2018 NORTH CAROLINA STATE BUILDING CODE: RESIDENTIAL CODE TITLE PAGE <\/td>\n<\/tr>\n
3<\/td>\nCOPYRIGHT <\/td>\n<\/tr>\n
4<\/td>\nNORTH CAROLINA STATE BUILDING CODE COUNCIL DECEMBER 12, 2017 <\/td>\n<\/tr>\n
5<\/td>\nNORTH CAROLINA DEPARTMENT OF INSURANCE <\/td>\n<\/tr>\n
6<\/td>\nACKNOWLEDGEMENTS <\/td>\n<\/tr>\n
8<\/td>\nPREFACE <\/td>\n<\/tr>\n
12<\/td>\nEFFECTIVE USE OF THE INTERNATIONAL RESIDENTIAL CODE <\/td>\n<\/tr>\n
20<\/td>\nLEGISLATION <\/td>\n<\/tr>\n
22<\/td>\nTABLE OF CONTENTS <\/td>\n<\/tr>\n
30<\/td>\nPART I\u2014ADMINISTRATIVE
CHAPTER 1 SCOPE AND ADMINISTRATION
PART I\u2014SCOPE AND APPLICATION
SECTION R101 GENERAL
SECTION R102 APPLICABILITY <\/td>\n<\/tr>\n
31<\/td>\nPART 2\u2014ADMINISTRATION AND ENFORCEMENT
SECTION R103 DEPARTMENT OF BUILDING SAFETY
SECTION R104 DUTIES AND POWERS OF THE BUILDING OFFICIAL
SECTION R105 PERMITS
SECTION R106 CONSTRUCTION DOCUMENTS
SECTION R107 TEMPORARY STRUCTURES AND USES
SECTION R108 FEES
SECTION R109 INSPECTIONS
SECTION R110 CERTIFICATE OF OCCUPANCY
SECTION R111 SERVICE UTILITIES
SECTION R112 BOARD OF APPEALS
SECTION R113 VIOLATIONS
SECTION R114 STOP WORK ORDER <\/td>\n<\/tr>\n
32<\/td>\nPART II\u2014DEFINITIONS
CHAPTER 2 DEFINITIONS
SECTION R201 GENERAL
SECTION R202 DEFINITIONS <\/td>\n<\/tr>\n
60<\/td>\nPART III\u2014BUILDING PLANNING AND CONSTRUCTION
CHAPTER 3 BUILDING PLANNING
SECTION R301 DESIGN CRITERIA <\/td>\n<\/tr>\n
61<\/td>\nTABLE R301.2.1.2 WINDBORNE DEBRIS PROTECTION FASTENING SCHEDULE FOR WOOD STRUCTURAL PANELS <\/td>\n<\/tr>\n
62<\/td>\nTABLE R301.2(1) CLIMATIC AND GEOGRAPHIC DESIGN CRITERI <\/td>\n<\/tr>\n
63<\/td>\nTABLE R301.2(2) COMPONENT AND CLADDING LOADS FOR A BUILDING WITH A MEAN ROOF HEIGHT OF 30 FEET LOCATED IN EXPOSURE B <\/td>\n<\/tr>\n
64<\/td>\nTABLE R301.2(3) HEIGHT AND EXPOSURE ADJUSTMENT COEFFICIENTS FOR TABLE R301.2(2)
FIGURE R301.2(1) ISOLINES OF THE 97 1\/2 -PERCENT WINTER (DECEMBER, JANUARY AND FEBRUARY) DESIGN TEMPERATURES <\/td>\n<\/tr>\n
65<\/td>\nTABLE R301.2(4) ULTIMATE DESIGN WIND SPEEDS BY COUNTY (mph) <\/td>\n<\/tr>\n
66<\/td>\nTABLE R301.2(5) ULTIMATE DESIGN WIND SPEED FOR MOUNTAIN REGIONS
TABLE R301.2(6) DESIGN PRESSURES FOR DOORS AND WINDOWSa, b, c, d, e POSITIVE AND NEGATIVE (psf)
TABLE R301.2(7) COUNTIES IN SEISMIC DESIGN CATEGORY C <\/td>\n<\/tr>\n
67<\/td>\nFIGURE R301.2(2) COMPONENT AND CLADDING PRESSURE ZONES
TABLE R301.2.1.3 WIND SPEED CONVERSIONSa <\/td>\n<\/tr>\n
70<\/td>\nTABLE R301.5 MINIMUM UNIFORMLY DISTRIBUTED LIVE LOADS (in pounds per square foot)
TABLE R301.7 ALLOWABLE DEFLECTION OF STRUCTURAL MEMBERS <\/td>\n<\/tr>\n
71<\/td>\nSECTION R302 FIRE-RESISTANT CONSTRUCTION
TABLE R302.1 EXTERIOR WALLS <\/td>\n<\/tr>\n
74<\/td>\nTABLE R302.6 DWELLING-GARAGE SEPARATIONa <\/td>\n<\/tr>\n
76<\/td>\nSECTION R303 LIGHT, VENTILATION AND HEATING <\/td>\n<\/tr>\n
77<\/td>\nSECTION R304 MINIMUM ROOM AREAS
SECTION R305 CEILING HEIGHT
SECTION R306 SANITATION
SECTION R307 TOILET, BATH AND SHOWER SPA
SECTION R308 GLAZING <\/td>\n<\/tr>\n
78<\/td>\nFIGURE R307.1 MINIMUM FIXTURE CLEARANCES <\/td>\n<\/tr>\n
80<\/td>\nTABLE R308.3.1(1) MINIMUM CATEGORY CLASSIFICATION OF GLAZING USING CPSC 16 CFR 1201
TABLE R308.3.1(2) MINIMUM CATEGORY CLASSIFICATION OF GLAZING USING ANSI Z97.1 <\/td>\n<\/tr>\n
81<\/td>\nFIGURE R308.4.7 PROHIBITED GLAZING LOCATIONS AT BOTTOM STAIR LANDINGS
SECTION R309 GARAGES AND CARPORTS <\/td>\n<\/tr>\n
82<\/td>\nSECTION R310 EMERGENCY ESCAPE AND RESCUE OPENINGS <\/td>\n<\/tr>\n
83<\/td>\nSECTION R311 MEANS OF EGRESS <\/td>\n<\/tr>\n
86<\/td>\nSECTION R312 GUARDS AND WINDOW FALL PROTECTION
SECTION R313 AUTOMATIC FIRE SPRINKLER SYSTEMS <\/td>\n<\/tr>\n
87<\/td>\nSECTION R314 SMOKE ALARMS <\/td>\n<\/tr>\n
88<\/td>\nSECTION R315 CARBON MONOXIDE ALARMS
SECTION R316 FOAM PLASTIC <\/td>\n<\/tr>\n
90<\/td>\nSECTION R317 PROTECTION OF WOOD AND WOOD-BASED PRODUCTS AGAINST DECAY <\/td>\n<\/tr>\n
92<\/td>\nSECTION R318 PROTECTION AGAINST SUBTERRANEAN TERMITES <\/td>\n<\/tr>\n
93<\/td>\nSECTION R319 SITE ADDRESS
SECTION R320 ACCESSIBILITY
SECTION R321 ELEVATORS AND PLATFORM LIFTS
SECTION R322 FLOOD-RESISTANT CONSTRUCTION <\/td>\n<\/tr>\n
96<\/td>\nSECTION R323 STORM SHELTERS
SECTION 324 SOLAR ENERGY SYSTEMS
SECTION R325 MEZZANINES <\/td>\n<\/tr>\n
97<\/td>\nSECTION R326 SWIMMING POOLS, SPAS AND HOT TUBS
SECTION R327 DOCKS, PIERS, BULKHEADS AND WATERWAY STRUCTURES <\/td>\n<\/tr>\n
98<\/td>\nCHAPTER 4 FOUNDATIONS
SECTION R401 GENERAL
TABLE R401.4.1 PRESUMPTIVE LOAD-BEARING VALUES OF FOUNDATION MATERIALSa
SECTION R402 MATERIALS <\/td>\n<\/tr>\n
99<\/td>\nTABLE R402.2 MINIMUM SPECIFIED COMPRESSIVE STRENGTH OF CONCRETE
SECTION R403 FOOTINGS <\/td>\n<\/tr>\n
100<\/td>\nTABLE R403.1(1) MINIMUM WIDTH OF CONCRETE, PRECAST OR MASONRY FOOTINGS (inches)a
TABLE R403.1(2) PIERa AND FOOTINGb SIZES FOR SUPPORT OF GIRDERS <\/td>\n<\/tr>\n
101<\/td>\nFIGURE R403.1(1) CONCRETE AND MASONRY FOUNDATION DETAILS <\/td>\n<\/tr>\n
102<\/td>\nFIGURE R403.1(2) PERMANENT WOOD FOUNDATION BASEMENT WALL SECTION <\/td>\n<\/tr>\n
103<\/td>\nFIGURE R403.1(3) PERMANENT WOOD FOUNDATION CRAWL SPACE SECTION <\/td>\n<\/tr>\n
104<\/td>\nFIGURE R403.1.9 EXCAVATIONS NEAR FOOTINGS OR FOUNDATIONS <\/td>\n<\/tr>\n
105<\/td>\nTABLE R403.4 MINIMUM DEPTH OF CRUSHED STONE FOOTINGS (D), (inches)
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 <\/td>\n<\/tr>\n
106<\/td>\nSECTION R404 FOUNDATION AND RETAINING WALLS
TABLE R404.1.1(1) PLAIN MASONRY FOUNDATION WALLSf <\/td>\n<\/tr>\n
107<\/td>\nTABLE R404.1.1(2) 8-INCH MASONRY FOUNDATION WALLS WITH REINFORCING WHERE d \u2265 5 INCHESa, c, f <\/td>\n<\/tr>\n
108<\/td>\nTABLE R404.1.1(3) 10-INCH MASONRY FOUNDATION WALLS WITH REINFORCING WHERE d \u2265 6.75 INCHESa, c, f <\/td>\n<\/tr>\n
109<\/td>\nTABLE R404.1.1(4) 12-INCH MASONRY FOUNDATION WALLS WITH REINFORCING WHERE d \u2265 8.75 INCHESa, c, f <\/td>\n<\/tr>\n
110<\/td>\nTABLE R404.1.2(1) MINIMUM HORIZONTAL REINFORCEMENT FOR CONCRETE BASEMENT WALLSa, b <\/td>\n<\/tr>\n
111<\/td>\nTABLE R404.1.2(2) MINIMUM VERTICAL REINFORCEMENT FOR 6-INCH NOMINAL FLAT CONCRETE BASEMENT WALLSb, c, d, e, g, h, i, j, k <\/td>\n<\/tr>\n
112<\/td>\nTABLE R404.1.2(3) MINIMUM VERTICAL REINFORCEMENT FOR 8-INCH (203 mm) NOMINAL FLAT CONCRETE BASEMENT WALLSb, c, d, e, f, h, i, j <\/td>\n<\/tr>\n
113<\/td>\nTABLE R404.1.2(4) MINIMUM VERTICAL REINFORCEMENT FOR 10-INCH NOMINAL FLAT CONCRETE BASEMENT WALLSb, c, d, e, f, h, i, j <\/td>\n<\/tr>\n
114<\/td>\nTABLE R404.1.2(5) MINIMUM SPACING FOR ALTERNATE BAR SIZE AND\/OR ALTERNATE GRADE OF STEELa, b, c <\/td>\n<\/tr>\n
117<\/td>\nFIGURE R404.1.5(1) ALTERNATIVE ANCHORAGE FOR MASONRY CURTAIN WALL WITH CONCRETE MASONRY PIERS <\/td>\n<\/tr>\n
118<\/td>\nTABLE R404.2.3 PLYWOOD GRADE AND THICKNESS FOR WOOD FOUNDATION CONSTRUCTION (30 pcf equivalent-fluid weight soil pressure) <\/td>\n<\/tr>\n
119<\/td>\nSECTION R405 FOUNDATION DRAINAGE
SECTION R406 FOUNDATION WATERPROOFING AND DAMPPROOFING <\/td>\n<\/tr>\n
120<\/td>\nTABLE R405.1 PROPERTIES OF SOILS CLASSIFIED ACCORDING TO THE UNIFIED SOIL CLASSIFICATION SYSTEM <\/td>\n<\/tr>\n
121<\/td>\nSECTION R407 COLUMNS
SECTION R408 WALL VENTED CRAWL SPACES <\/td>\n<\/tr>\n
122<\/td>\nSECTION R409 CLOSED CRAWL SPACES <\/td>\n<\/tr>\n
126<\/td>\nCHAPTER 5 FLOORS
SECTION R501 GENERAL
SECTION R502 WOOD FLOOR FRAMING <\/td>\n<\/tr>\n
127<\/td>\nFIGURE R502.2 FLOOR CONSTRUCTION <\/td>\n<\/tr>\n
128<\/td>\nTABLE R502.3.1(1) FLOOR JOIST SPANS FOR COMMON LUMBER SPECIES (Residential sleeping areas, live load = 30 psf, L\/\u0394 = 360)a <\/td>\n<\/tr>\n
129<\/td>\nTABLE R502.3.1(1)\u2014continued FLOOR JOIST SPANS FOR COMMON LUMBER SPECIES (Residential sleeping areas, live load = 30 psf, L\/\u0394 = 360)a <\/td>\n<\/tr>\n
130<\/td>\nTABLE R502.3.1(2) FLOOR JOIST SPANS FOR COMMON LUMBER SPECIES (Residential living areas, live load = 40 psf, L\/\u0394 = 360)b <\/td>\n<\/tr>\n
131<\/td>\nTABLE R502.3.1(2)\u2014continued FLOOR JOIST SPANS FOR COMMON LUMBER SPECIES (Residential living areas, live load = 40 psf, L\/\u0394 = 360)b <\/td>\n<\/tr>\n
132<\/td>\nTABLE R502.3.3(1) CANTILEVER SPANS FOR FLOOR JOISTS SUPPORTING LIGHT-FRAME EXTERIOR BEARING WALL AND ROOF ONLY (Floor Live Load \u2264 40 psf, Roof Live Load \u2264 20 psf)
TABLE R502.3.3(2) CANTILEVER SPANS FOR FLOOR JOISTS SUPPORTING EXTERIOR BALCONY <\/td>\n<\/tr>\n
134<\/td>\nFIGURE R502.8(1) CUTTING, NOTCHING AND DRILLING
FIGURE R502.8(2) ACCEPTABLE LOCATION OF 3 5\/8-inch DIAMETER HOLE IN 2 \u00d7 10 JOIST <\/td>\n<\/tr>\n
135<\/td>\nSECTION R503 FLOOR SHEATHING
TABLE R503.1 MINIMUM THICKNESS OF LUMBER FLOOR SHEATHING
TABLE R503.2.1.1(2) ALLOWABLE SPANS FOR SANDED PLYWOOD COMBINATION SUBFLOOR UNDERLAYMENTa <\/td>\n<\/tr>\n
136<\/td>\nTABLE R503.2.1.1(2)\u2014continued ALLOWABLE SPANS FOR SANDED PLYWOOD COMBINATION SUBFLOOR UNDERLAYMENTa
TABLE R503.2.1.1(1) ALLOWABLE SPANS AND LOADS FOR WOOD STRUCTURAL PANELS FOR ROOF AND SUBFLOOR SHEATHING AND COMBINATION SUBFLOOR UNDERLAYMENT <\/td>\n<\/tr>\n
137<\/td>\nSECTION R504 PRESSURE PRESERVATIVE-TREATED WOOD FLOORS (ON GROUND)
SECTION R505 COLD-FORMED STEEL FLOOR FRAMING
SECTION R506 CONCRETE FLOORS (ON GROUND)
SECTION R507 EXTERIOR DECKS <\/td>\n<\/tr>\n
138<\/td>\nCHAPTER 6 WALL CONSTRUCTION
SECTION R601 GENERAL
SECTION R602 WOOD WALL FRAMING <\/td>\n<\/tr>\n
139<\/td>\nTABLE R602.3(1) WALL FRAMING <\/td>\n<\/tr>\n
140<\/td>\nTABLE R602.3(1)\u2014continued WALL FRAMING <\/td>\n<\/tr>\n
141<\/td>\nTABLE R602.3(1)\u2014continued CEILING AND ROOF FRAMING <\/td>\n<\/tr>\n
142<\/td>\nTABLE R602.3(1)\u2014continued CEILING AND ROOF FRAMING <\/td>\n<\/tr>\n
143<\/td>\nTABLE R602.3(1)\u2014continued FLOOR FRAMING <\/td>\n<\/tr>\n
144<\/td>\nTABLE R602.3(1)\u2014continued FLOOR FRAMING <\/td>\n<\/tr>\n
145<\/td>\nTABLE R602.3(1)\u2014continued FASTENER SCHEDULE FOR STRUCTURAL MEMBERS <\/td>\n<\/tr>\n
146<\/td>\nTABLE R602.3(1a) NOMINAL DIMENSIONS OF NAILS LISTED IN TABLE R602.3(1) <\/td>\n<\/tr>\n
147<\/td>\nTABLE R602.3.2 SINGLE TOP-PLATE SPLICE CONNECTION DETAILS FOR BEARING WALLS AND BRACED WALL LINES
TABLE R602.3(2)i ALTERNATE ATTACHMENTS TO TABLE R602.3(1) <\/td>\n<\/tr>\n
148<\/td>\nTABLE R602.3(2)i\u2014continued ALTERNATE ATTACHMENTS TO TABLE R602.3(1) <\/td>\n<\/tr>\n
149<\/td>\nTABLE R602.3(3) REQUIREMENTS FOR WOOD STRUCTURAL PANEL WALL SHEATHING USED TO RESIST WIND PRESSURESa, b, c
TABLE R602.3(4) ALLOWABLE SPANS FOR PARTICLEBOARD WALL SHEATHINGa <\/td>\n<\/tr>\n
150<\/td>\nTABLE R602.3(5) SIZE, HEIGHT AND SPACING OF WOOD STUDSa, d <\/td>\n<\/tr>\n
151<\/td>\nFIGURE R602.3(1) TYPICAL WALL, FLOOR AND ROOF FRAMING <\/td>\n<\/tr>\n
152<\/td>\nFIGURE R602.3(2) FRAMING DETAILS <\/td>\n<\/tr>\n
154<\/td>\nFIGURE R602.6(1) NOTCHING AND BORED HOLE LIMITATIONS FOR EXTERIOR WALLS AND BEARING WALLS <\/td>\n<\/tr>\n
155<\/td>\nFIGURE R602.6(2) NOTCHING AND BORED HOLE LIMITATIONS FOR INTERIOR NONBEARING WALLS
FIGURE R602.6.1 TOP PLATE FRAMING TO ACCOMMODATE PIPING <\/td>\n<\/tr>\n
156<\/td>\nTABLE R602.7(1) GIRDER SPANSa AND HEADER SPANSa FOR EXTERIOR BEARING WALLS (Maximum spans for Douglas fir-larch, hem-fir, southern pine and spruce-pine-firb and required number of jack studs) <\/td>\n<\/tr>\n
157<\/td>\nTABLE R602.7(1)\u2014continued GIRDER SPANSa AND HEADER SPANSa FOR EXTERIOR BEARING WALLS (Maximum spans for Douglas fir-larch, hem-fir, southern pine and spruce-pine-firb and required number of jack studs) <\/td>\n<\/tr>\n
158<\/td>\nTABLE R602.7(2) GIRDER SPANSa AND HEADER SPANSa FOR INTERIOR BEARING WALLS (Maximum spans for Douglas fir-larch, hem-fir, southern pine and spruce-pine-firb and required number of jack studs)
TABLE R602.7(3) GIRDER AND HEADER SPANSa FOR OPEN PORCHES (Maximum span for Douglas fir-larch, hem-fir, southern pine and spruce-pine-firb) <\/td>\n<\/tr>\n
159<\/td>\nFIGURE R602.7.1(1) SINGLE MEMBER HEADER IN EXTERIOR BEARING WALL
FIGURE R602.7.1(2) ALTERNATIVE SINGLE MEMBER HEADER WITHOUT CRIPPLE
FIGURE R602.7.2 RIM BOARD HEADER CONSTRUCTION <\/td>\n<\/tr>\n
160<\/td>\nTABLE R602.7.3 MAXIMUM SPANS FOR WOOD STRUCTURAL PANEL BOX HEADERSa
FIGURE R602.7.3 TYPICAL WOOD STRUCTURAL PANEL BOX HEADER CONSTRUCTION <\/td>\n<\/tr>\n
161<\/td>\nTABLE R602.7.5 MINIMUM NUMBER OF FULL HEIGHT STUDS AT EACH END OF HEADERS IN EXTERIOR WALLS <\/td>\n<\/tr>\n
162<\/td>\nTABLE R602.10.1 BRACING METHODS <\/td>\n<\/tr>\n
163<\/td>\nFIGURE R602.10.1 METHOD PF\u2014PORTAL FRAME CONSTRUCTION <\/td>\n<\/tr>\n
164<\/td>\nFIGURE R602.10.2.2(1) LOCATION OF BRACED WALL PANELS
FIGURE R602.10.2.2(2) PANELS INSET 12′-0\u2033 FROM BOTH ENDS OF WALL ELEVATION
FIGURE R602.10.2.2(3) PANELS SHIFTED TO INTERIOR WALLS <\/td>\n<\/tr>\n
165<\/td>\nTABLE R602.10.2 NUMBER OF BRACED WALL PANELS REQUIRED FOR EACH HOUSE ELEVATION (BUILDING SIDE) AT EACH STORY LEVELa <\/td>\n<\/tr>\n
166<\/td>\nTABLE R602.10.3 REQUIRED LENGTH OF BRACING ALONG EACH SIDE OF A CIRCUMSCRIBED RECTANGLEa, b, c, d <\/td>\n<\/tr>\n
167<\/td>\nFIGURE R602.10.3(1) CIRCUMSCRIBED RECTANGLESa, b, c <\/td>\n<\/tr>\n
168<\/td>\nFIGURE R602.10.3(2) ASSIGNMENT OF BRACED WALL PANELS TO CIRCUMSCRIBED RECTANGLE SIDESa, b, c, d, e, f <\/td>\n<\/tr>\n
169<\/td>\nFIGURE R602.10.3(3) DISTRIBUTION OF BRACED WALL PANELSa, b, c, d, e, f <\/td>\n<\/tr>\n
170<\/td>\nFIGURE R602.10.3(4) END CONDITIONS FOR BRACED WALLS WITH CONTINUOUS SHEATHING <\/td>\n<\/tr>\n
171<\/td>\nFIGURE R602.10.3(5) TYPICAL EXTERIOR CORNER FRAMING FOR CONTINUOUS SHEATHING <\/td>\n<\/tr>\n
172<\/td>\nFIGURE R602.10.4.3 MASONRY STEM WALLS SUPPORTING BRACED WALL PANELS <\/td>\n<\/tr>\n
173<\/td>\nFIGURE R602.10.4.4(1) BRACED WALL PANEL CONNECTION WHEN PERPENDICULAR TO FLOOR\/CEILING FRAMING
FIGURE R602.10.4.4(2) BRACED WALL PANEL CONNECTION WHEN PARALLEL TO FLOOR\/CEILING FRAM <\/td>\n<\/tr>\n
174<\/td>\nTABLE R602.10.4.5 BRACED WALL PANEL CONNECTIONS TO PERPENDICULAR ROOF FRAMING
FIGURE R602.10.4.5(1) BRACED WALL PANEL CONNECTION TO PERPENDICULAR RAFTERS OR ROOF TRUSSES
FIGURE R602.10.4.5(2) ALTERNATE TO FIGURE R602.10.4.5(1) OR FIGURE R602.10.4.5(3) <\/td>\n<\/tr>\n
175<\/td>\nFIGURE R602.10.4.5(3) BRACED WALL PANEL CONNECTION TO PERPENDICULAR RAFTERS OR TRUSSES
FIGURE R602.10.4.8 BALLOON FRAMED WALL <\/td>\n<\/tr>\n
176<\/td>\nSECTION R603 COLD-FORMED STEEL WALL FRAMING
SECTION R604 WOOD STRUCTURAL PANELS
SECTION R605 PARTICLEBOARD
SECTION R606 GENERAL MASONRY CONSTRUCTION <\/td>\n<\/tr>\n
177<\/td>\nTABLE R606.2.7 MORTAR PROPORTIONS <\/td>\n<\/tr>\n
178<\/td>\nTABLE R606.3.4.1 MINIMUM CORROSION PROTECTION
TABLE R606.2.11 GROUT PROPORTIONS BY VOLUME FOR MASONRY CONSTRUCTION <\/td>\n<\/tr>\n
179<\/td>\nTABLE R606.3.5.1 GROUT SPACE DIMENSIONS AND POUR HEIGHTS <\/td>\n<\/tr>\n
180<\/td>\nTABLE R606.6.4 SPACING OF LATERAL SUPPORT FOR MASONRY WALLS <\/td>\n<\/tr>\n
181<\/td>\nTABLE R606.9 ALLOWABLE COMPRESSIVE STRESSES FOR EMPIRICAL DESIGN OF MASONRY <\/td>\n<\/tr>\n
182<\/td>\nFIGURE R606.11(1) ANCHORAGE REQUIREMENTS FOR MASONRY WALLS LOCATED IN SEISMIC DESIGN CATEGORY A, B OR C AND WHERE WIND LOADS ARE LESS THAN 30 PSF <\/td>\n<\/tr>\n
183<\/td>\nFIGURE R606.11(2) REQUIREMENTS FOR REINFORCED GROUTED MASONRY CONSTRUCTION IN SEISMIC DESIGN CATEGORY C <\/td>\n<\/tr>\n
184<\/td>\nTABLE R606.12.2.1 MINIMUM SOLID WALL LENGTH ALONG EXTERIOR WALL LINES <\/td>\n<\/tr>\n
186<\/td>\nSECTION R607 GLASS UNIT MASONRY
FIGURE R607.4.1 GLASS UNIT MASONRY DESIGN WIND LOAD RESISTANCE <\/td>\n<\/tr>\n
187<\/td>\nSECTION R608 EXTERIOR CONCRETE WALL CONSTRUCTION <\/td>\n<\/tr>\n
188<\/td>\nTABLE R608.3 DIMENSIONAL REQUIREMENTS FOR WALLS <\/td>\n<\/tr>\n
189<\/td>\nFIGURE R608.3(1) FLAT WALL SYSTEM
FIGURE R6083(2) WAFFLE-GRID WALL SYSTEM <\/td>\n<\/tr>\n
190<\/td>\nFIGURE R608.3(3) SCREEN-GRID WALL SYSTEM <\/td>\n<\/tr>\n
192<\/td>\nTABLE R608.5.4(1) LAP SPLICE AND TENSION DEVELOPMENT LENGTHS
FIGURE R608.5.4(1) LAP SPLICES <\/td>\n<\/tr>\n
193<\/td>\nFIGURE R608.5.4(2) DEVELOPMENT LENGTH AND COVER FOR HOOKS AND BAR EXTENSION
FIGURE R608.5.4(3) STANDARD HOOKS <\/td>\n<\/tr>\n
194<\/td>\nTABLE R608.5.4(2) MAXIMUM SPACING FOR ALTERNATIVE BAR SIZE AND\/OR ALTERNATIVE GRADE OF STEEL <\/td>\n<\/tr>\n
196<\/td>\nFIGURE R608.6(1) ABOVE-GRADE CONCRETE WALL CONSTRUCTION ONE STORY
FIGURE R608.6(2) ABOVE-GRADE CONCRETE WALL CONSTRUCTION CONCRETE FIRST STORY AND LIGHT-FRAMED SECOND STORY
FIGURE R608.6(3) ABOVE-GRADE CONCRETE WALL CONSTRUCTION TWO-STORY
FIGURE R608.6(4) ABOVE-GRADE CONCRETE WALL SUPPORTED ON MONOLITHIC SLAB-ON-GROUND FOOTING <\/td>\n<\/tr>\n
197<\/td>\nTABLE R608.6(1) MINIMUM VERTICAL REINFORCEMENT FOR FLAT ABOVE-GRADE WALLS <\/td>\n<\/tr>\n
198<\/td>\nTABLE R608.6(2) MINIMUM VERTICAL REINFORCEMENT FOR WAFFLE-GRID ABOVE-GRADE WALLS <\/td>\n<\/tr>\n
199<\/td>\nTABLE R608.6(3) MINIMUM VERTICAL REINFORCEMENT FOR 6-INCH SCREEN-GRID ABOVE-GRADE WALLS <\/td>\n<\/tr>\n
200<\/td>\nTABLE R608.6(4) MINIMUM VERTICAL REINFORCEMENT FOR FLAT, WAFFLE- AND SCREEN-GRID ABOVE-GRADE WALLS DESIGNED CONTINUOUS WITH FOUNDATION STEM WALLS <\/td>\n<\/tr>\n
201<\/td>\nEQUATION R6-1
EQUATION R6-2 <\/td>\n<\/tr>\n
202<\/td>\nTABLE R608.7(1A) UNREDUCED LENGTH, UR, OF SOLID WALL REQUIRED IN EACH EXTERIOR ENDWALL FOR WIND PERPENDICULAR TO RIDGE ONE STORY OR TOP STORY OF TWO STORY <\/td>\n<\/tr>\n
203<\/td>\nTABLE R608.7(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 STORY <\/td>\n<\/tr>\n
204<\/td>\nTABLE R608.7(1B) UNREDUCED LENGTH, UR, OF SOLID WALL REQUIRED IN EACH EXTERIOR ENDWALL FOR WIND PERPENDICULAR TO RIDGE FIRST STORY OF TWO STORY <\/td>\n<\/tr>\n
205<\/td>\nTABLE R608.7(1B)\u2014continued UNREDUCED LENGTH, UR, OF SOLID WALL REQUIRED IN EACH EXTERIOR ENDWALL FOR WIND PERPENDICULAR TO RIDGE FIRST STORY OF TWO STORY <\/td>\n<\/tr>\n
206<\/td>\nTABLE R608.7(1C) UNREDUCED LENGTH, UR, OF SOLID WALL REQUIRED IN EACH EXTERIOR SIDEWALL FOR WIND PARALLEL TO RIDGE <\/td>\n<\/tr>\n
207<\/td>\nTABLE R608.7(1C)\u2014continued UNREDUCED LENGTH, UR, OF SOLID WALL REQUIRED IN EACH EXTERIOR SIDEWALL FOR WIND PARALLEL TO RIDGE <\/td>\n<\/tr>\n
208<\/td>\nTABLE R608.7(2) REDUCTION FACTOR, R1, FOR BUILDINGS WITH MEAN ROOF HEIGHT LESS THAN 35 FEETa
TABLE R608.7(3) REDUCTION FACTOR, R2, FOR FLOOR-TO-CEILING WALL HEIGHTS LESS THAN 10 FEETa, b <\/td>\n<\/tr>\n
209<\/td>\nTABLE R608.7(4) REDUCTION FACTOR FOR DESIGN STRENGTH, R3, FOR FLAT, WAFFLE- AND SCREEN-GRID WALLSa, c <\/td>\n<\/tr>\n
210<\/td>\nFIGURE R608.7(1) MINIMUM SOLID WALL LENGTH <\/td>\n<\/tr>\n
212<\/td>\nFIGURE R608.7(2) VERTICAL REINFORCEMENT LAYOUT DETAIL <\/td>\n<\/tr>\n
213<\/td>\nFIGURE R608.7(3) VERTICAL WALL REINFORCEMENT ADJACENT TO WALL OPENINGS
FIGURE R608.8(1) REINFORCEMENT OF OPENINGS <\/td>\n<\/tr>\n
214<\/td>\nFIGURE R608.8(2) LINTEL FOR FLAT WALLS <\/td>\n<\/tr>\n
215<\/td>\nFIGURE R608.8(3) LINTELS FOR WAFFLE-GRID WALLS <\/td>\n<\/tr>\n
216<\/td>\nFIGURE R608.8(4) LINTELS FOR SCREEN-GRID WALLS <\/td>\n<\/tr>\n
217<\/td>\nTABLE R608.8(1) LINTEL DESIGN LOADING CONDITIONSa, b, d <\/td>\n<\/tr>\n
218<\/td>\nTABLE R608.8(2) MAXIMUM ALLOWABLE CLEAR SPANS FOR 4-INCH-NOMINAL THICK FLAT LINTELS IN LOAD-BEARING WALLSa, b, c, d, e, f, m ROOF CLEAR SPAN 40 FEET AND FLOOR CLEAR SPAN 32 FEET <\/td>\n<\/tr>\n
219<\/td>\nTABLE R608.8(2)\u2014continued MAXIMUM ALLOWABLE CLEAR SPANS FOR 4-INCH-NOMINAL THICK FLAT LINTELS IN LOAD-BEARING WALLSa, b, c, d, e, f, m ROOF CLEAR SPAN 40 FEET AND FLOOR CLEAR SPAN 32 FEET <\/td>\n<\/tr>\n
220<\/td>\nTABLE R608.8(3) MAXIMUM ALLOWABLE CLEAR SPANS FOR 6-INCH-NOMINAL THICK FLAT LINTELS IN LOAD-BEARING WALLSa, b, c, d, e, f, m ROOF CLEAR SPAN 40 FEET AND FLOOR CLEAR SPAN 32 FEET <\/td>\n<\/tr>\n
221<\/td>\nTABLE R608.8(3)\u2014continued MAXIMUM ALLOWABLE CLEAR SPANS FOR 6-INCH-NOMINAL THICK FLAT LINTELS IN LOAD-BEARING WALLSa, b, c, d, e, f, m ROOF CLEAR SPAN 40 FEET AND FLOOR CLEAR SPAN 32 FEET <\/td>\n<\/tr>\n
222<\/td>\nTABLE R608.8(4) MAXIMUM ALLOWABLE CLEAR SPANS FOR 8-INCH-NOMINAL THICK FLAT LINTELS IN LOAD-BEARING WALLSa, b, c, d, e, f, m ROOF CLEAR SPAN 40 FEET AND FLOOR CLEAR SPAN 32 FEET <\/td>\n<\/tr>\n
223<\/td>\nTABLE R608.8(4)\u2014continued MAXIMUM ALLOWABLE CLEAR SPANS FOR 8-INCH-NOMINAL THICK FLAT LINTELS IN LOAD-BEARING WALLSa, b, c, d, e, f, m ROOF CLEAR SPAN 40 FEET AND FLOOR CLEAR SPAN 32 FEET <\/td>\n<\/tr>\n
224<\/td>\nTABLE R608.8(5) MAXIMUM ALLOWABLE CLEAR SPANS FOR 10-INCH-NOMINAL THICK FLAT LINTELS IN LOAD-BEARING WALLSa, b, c, d, e, f, m ROOF CLEAR SPAN 40 FEET AND FLOOR CLEAR SPAN 32 FEET <\/td>\n<\/tr>\n
225<\/td>\nTABLE R608.8(5)\u2014continued MAXIMUM ALLOWABLE CLEAR SPANS FOR 10-INCH-NOMINAL THICK FLAT LINTELS IN LOAD-BEARING WALLSa, b, c, d, e, f, m ROOF CLEAR SPAN 40 FEET AND FLOOR CLEAR SPAN 32 FEET <\/td>\n<\/tr>\n
226<\/td>\nTABLE R608.8(6) MAXIMUM ALLOWABLE CLEAR SPANS FOR 6-INCH-THICK WAFFLE-GRID LINTELS IN LOAD-BEARING WALLSa, b, c, d, e, f, o MAXIMUM ROOF CLEAR SPAN 40 FEET AND MAXIMUM FLOOR SPAN 32 FEET <\/td>\n<\/tr>\n
227<\/td>\nTABLE R608.8(6)\u2014continued MAXIMUM ALLOWABLE CLEAR SPANS FOR 6-INCH-THICK WAFFLE-GRID LINTELS IN LOAD-BEARING WALLSa, b, c, d, e, f, o MAXIMUM ROOF CLEAR SPAN 40 FEET AND MAXIMUM FLOOR SPAN 32 FEET <\/td>\n<\/tr>\n
228<\/td>\nTABLE R608.8(7) MAXIMUM ALLOWABLE CLEAR SPANS FOR 8-INCH-THICK WAFFLE-GRID LINTELS IN LOAD-BEARING WALLSa, b, c, d, e, f, o MAXIMUM ROOF CLEAR SPAN 40 FEET AND MAXIMUM FLOOR CLEAR SPAN 32 FEET <\/td>\n<\/tr>\n
229<\/td>\nTABLE R608.8(7)\u2014continued MAXIMUM ALLOWABLE CLEAR SPANS FOR 8-INCH-THICK WAFFLE-GRID LINTELS IN LOAD-BEARING WALLSa, b, c, d, e, f, o MAXIMUM ROOF CLEAR SPAN 40 FEET AND MAXIMUM FLOOR CLEAR SPAN 32 FEET <\/td>\n<\/tr>\n
230<\/td>\nTABLE R608.8(8) MAXIMUM ALLOWABLE CLEAR SPANS FOR 6-INCH-THICK SCREEN-GRID LINTELS IN LOAD-BEARING WALLSa, b, c, d, e, f, p ROOF CLEAR SPAN 40 FEET AND FLOOR CLEAR SPAN 32 FEET <\/td>\n<\/tr>\n
231<\/td>\nTABLE R608.8(9) MAXIMUM ALLOWABLE CLEAR SPANS FOR FLAT LINTELS WITHOUT STIRRUPS IN NONLOAD-BEARING WALLSa, b, c, d, e, g, h <\/td>\n<\/tr>\n
232<\/td>\nTABLE R608.8(9)\u2014continued MAXIMUM ALLOWABLE CLEAR SPANS FOR FLAT LINTELS WITHOUT STIRRUPS IN NONLOAD-BEARING WALLSa, b, c, d, e, g, h
TABLE R608.8(10) MAXIMUM ALLOWABLE CLEAR SPANS FOR WAFFLE-GRID AND SCREEN-GRID LINTELS WITHOUT STIRRUPS IN NONLOAD-BEARINGWALLSc, d, e, f, g <\/td>\n<\/tr>\n
234<\/td>\nFIGURE R608.9(1) WOOD-FRAMED FLOOR TO SIDE OF CONCRETE WALL, FRAMING PERPENDICULAR <\/td>\n<\/tr>\n
235<\/td>\nTABLE R608.9(1) WOOD-FRAMED FLOOR TO SIDE OF CONCRETE WALL, FRAMING PERPENDICULARa <\/td>\n<\/tr>\n
236<\/td>\nFIGURE R608.9(2) WOOD-FRAMED FLOOR TO SIDE OF CONCRETE WALL, FRAMING PARALLEL <\/td>\n<\/tr>\n
237<\/td>\nTABLE R608.9(2) WOOD-FRAMED FLOOR TO SIDE OF CONCRETE WALL, FRAMING PARALLELa, b <\/td>\n<\/tr>\n
238<\/td>\nFIGURE R608.9(3) WOOD-FRAMED FLOOR TO TOP OF CONCRETE WALL FRAMING, PERPENDICULAR <\/td>\n<\/tr>\n
239<\/td>\nTABLE R608.9(3) WOOD-FRAMED FLOOR TO TOP OF CONCRETE WALL, FRAMING PERPENDICULARa, b, c, d, e <\/td>\n<\/tr>\n
240<\/td>\nFIGURE R608.9(4) WOOD-FRAMED FLOOR TO TOP OF CONCRETE WALL, FRAMING PARALLEL <\/td>\n<\/tr>\n
241<\/td>\nTABLE R608.9(4) WOOD-FRAMED FLOOR TO TOP OF CONCRETE WALL, FRAMING PARALLELa, b, c, d, e <\/td>\n<\/tr>\n
242<\/td>\nFIGURE R608.9(5) WOOD-FRAMED ROOF TO TOP OF CONCRETE WALL, FRAMING PERPENDICULAR <\/td>\n<\/tr>\n
243<\/td>\nTABLE R608.9(5) WOOD-FRAMED ROOF TO TOP OF CONCRETE WALL, FRAMING PERPENDICULARa, b, c, d, e <\/td>\n<\/tr>\n
244<\/td>\nFIGURE R608.9(6) WOOD-FRAMED ROOF TO TOP OF CONCRETE WALL, FRAMING PARALLEL <\/td>\n<\/tr>\n
245<\/td>\nTABLE R608.9(6) WOOD-FRAMED ROOF TO TOP OF CONCRETE WALL, FRAMING PARALLELa, b, c, d, e <\/td>\n<\/tr>\n
246<\/td>\nSECTION R609 EXTERIOR WINDOWS AND DOORS <\/td>\n<\/tr>\n
247<\/td>\nFIGURE R609.7.2(1) THROUGH THE FRAME
FIGURE R609.7.2(2) FRAME CLIP
FIGURE R609.7.2(3) THROUGH THE FRAME
FIGURE R609.7.2(4) FRAME CLIP <\/td>\n<\/tr>\n
248<\/td>\nFIGURE R609.7.2(5) THROUGH THE FLANGE
FIGURE R609.7.2(6) THROUGH THE FLANGE
FIGURE R609.7.2(7) FRAME CLIP
FIGURE R609.7.2(8) THROUGH THE FLANGE <\/td>\n<\/tr>\n
249<\/td>\nSECTION R610 STRUCTURAL INSULATED PANEL WALL CONSTRUCTION
TABLE R610.3.1 MINIMUM PROPERTIES FOR POLYURETHANE INSULATION USED AS SIPS CORE <\/td>\n<\/tr>\n
250<\/td>\nTABLE R610.3.2 MINIMUM PROPERTIESa FOR ORIENTED STRAND BOARD FACER MATERIAL IN SIP WALLS
FIGURE R610.4 SIP WALL PANEL <\/td>\n<\/tr>\n
251<\/td>\nTABLE R610.5(1) MINIMUM THICKNESS FOR SIP WALL SUPPORTING SIP OR LIGHT-FRAME ROOF ONLY (inches)a <\/td>\n<\/tr>\n
252<\/td>\nTABLE R610.5(2) MINIMUM THICKNESS FOR SIP WALL SUPPORTING SIP OR LIGHT-FRAME ONE STORY AND ROOF ONLY (inches) <\/td>\n<\/tr>\n
253<\/td>\nFIGURE R610.5(1) MAXIMUM ALLOWABLE HEIGHT OF SIP WALLS
FIGURE R610.5(2) MAXIMUM ALLOWABLE HEIGHT OF SIP WALLS <\/td>\n<\/tr>\n
254<\/td>\nFIGURE R610.5(3) TRUSSED ROOF TO TOP PLATE CONNECTION
FIGURE R610.5(4) SIP WALL-TO-WALL PLATFORM FRAME CONNECTION <\/td>\n<\/tr>\n
255<\/td>\nFIGURE R610.5(5) SIP WALL-TO-WALL BALLOON FRAME CONNECTION (I-Joist floor shown for Illustration only)
FIGURE R610.5.1 SIP WALL FRAMING CONFIGURATION <\/td>\n<\/tr>\n
256<\/td>\nFIGURE R610.5.2 SIP WALL TO CONCRETE SLAB FOR FOUNDATION WALL ATTACHMENT <\/td>\n<\/tr>\n
257<\/td>\nFIGURE R610.8 TYPICAL SIP CONNECTION DETAILS FOR VERTICAL IN-PLANE JOINTS <\/td>\n<\/tr>\n
258<\/td>\nFIGURE R610.9 SIP CORNER FRAMING DETAIL
TABLE R610.10 MAXIMUM SPANS FOR 11 7\/8-INCH-DEEP SIP HEADERS (feet)a <\/td>\n<\/tr>\n
260<\/td>\nCHAPTER 7 WALL COVERING
SECTION R701 GENERAL
SECTION R702 INTERIOR COVERING
TABLE R702.1(1) THICKNESS OF PLASTER <\/td>\n<\/tr>\n
261<\/td>\nTABLE R702.1(2) GYPSUM PLASTER PROPORTIONSa
TABLE R702.1(3) CEMENT PLASTER PROPORTIONS, PARTS BY VOLUME <\/td>\n<\/tr>\n
262<\/td>\nTABLE R702.3.5 MINIMUM THICKNESS AND APPLICATION OF GYPSUM BOARD AND GYPSUM PANEL PRODUCTS <\/td>\n<\/tr>\n
263<\/td>\nTABLE R702.3.6 SHEAR CAPACITY FOR HORIZONTAL WOOD-FRAMED GYPSUM BOARD DIAPHRAGM CEILING ASSEMBLIES
TABLE R702.4.2 BACKER BOARD MATERIALS <\/td>\n<\/tr>\n
264<\/td>\nTABLE R702.7.1 CLASS III VAPOR RETARDERS
SECTION R703 EXTERIOR COVERING <\/td>\n<\/tr>\n
266<\/td>\nTABLE R703.3(1) SIDING MINIMUM ATTACHMENT AND MINIMUM THICKNESS <\/td>\n<\/tr>\n
267<\/td>\nTABLE R703.3(1)\u2014continued SIDING MINIMUM ATTACHMENT AND MINIMUM THICKNESS <\/td>\n<\/tr>\n
268<\/td>\nTABLE R703.3.2 OPTIONAL SIDING ATTACHMENT SCHEDULE FOR FASTENERS WHERE NO STUD PENETRATION NECESSARY <\/td>\n<\/tr>\n
269<\/td>\nTABLE R703.6.1 MAXIMUM WEATHER EXPOSURE FOR WOOD SHAKES AND SHINGLES ON EXTERIOR WALLSa, b, c (Dimensions are in inches)
TABLE R703.6.3(1) SINGLE COURSE SIDEWALL FASTENERS <\/td>\n<\/tr>\n
270<\/td>\nTABLE R703.6.3(2) DOUBLE COURSE SIDEWALL FASTENERS <\/td>\n<\/tr>\n
271<\/td>\nTABLE R703.8(1) STONE OR MASONRY VENEER LIMITATIONS AND REQUIREMENTS, WOOD FRAMING, SEISMIC DESIGN CATEGORIES A, B AND C <\/td>\n<\/tr>\n
272<\/td>\nFIGURE R703.8.2.1 EXTERIOR MASONRY VENEER SUPPORT BY STEEL ANGLES
FIGURE R703.8.2.2 EXTERIOR MASONRY VENEER SUPPORT BY ROOF MEMBERS <\/td>\n<\/tr>\n
273<\/td>\nTABLE R703.8.3.1 ALLOWABLE SPANS FOR LINTELS SUPPORTING MASONRY VENEER
TABLE R703.8.3.2 HEIGHT OF MASONRY VENEER ABOVE OPENING
FIGURE R703.8.3.2 MASONRY VENEER OPENING <\/td>\n<\/tr>\n
274<\/td>\nTABLE R703.8.4 TIE ATTACHMENT AND AIRSPACE REQUIREMENTS <\/td>\n<\/tr>\n
276<\/td>\nTABLE R703.15.1 CLADDING MINIMUM FASTENING REQUIREMENTS FOR DIRECT ATTACHMENT OVER FOAM PLASTIC SHEATHING TO SUPPORT CLADDING WEIGHTa <\/td>\n<\/tr>\n
277<\/td>\nTABLE R703.15.2 FURRING MINIMUM FASTENING REQUIREMENTS FOR APPLICATION OVER FOAM PLASTIC SHEATHING TO SUPPORT CLADDING WEIGHTa, b <\/td>\n<\/tr>\n
278<\/td>\nCHAPTER 8 ROOF-CEILING CONSTRUCTION
SECTION R801 GENERAL
SECTION R802 WOOD ROOF FRAMING <\/td>\n<\/tr>\n
280<\/td>\nTABLE R802.4(1) CEILING JOIST SPANS FOR COMMON LUMBER SPECIES (Uninhabitable attics without storage, live load = 10 psf, L\/\u0394 = 240) <\/td>\n<\/tr>\n
281<\/td>\nTABLE R802.4(1)\u2014continued CEILING JOIST SPANS FOR COMMON LUMBER SPECIES (Uninhabitable attics without storage, live load = 10 psf, L\/\u0394 = 240) <\/td>\n<\/tr>\n
282<\/td>\nTABLE R802.4(2) CEILING JOIST SPANS FOR COMMON LUMBER SPECIES (Uninhabitable attics with limited storage, live load = 20 psf, L\/\u0394 = 240) <\/td>\n<\/tr>\n
283<\/td>\nTABLE R802.4(2)\u2014continued CEILING JOIST SPANS FOR COMMON LUMBER SPECIES (Uninhabitable attics with limited storage, live load = 20 psf, L\/\u0394 = 240) <\/td>\n<\/tr>\n
284<\/td>\nTABLE R802.5.1(1) RAFTER SPANS FOR COMMON LUMBER SPECIES (Roof live load = 20 psf, ceiling not attached to rafters, L\/\u0394 = 180) <\/td>\n<\/tr>\n
285<\/td>\nTABLE R802.5.1(1)\u2014continued RAFTER SPANS FOR COMMON LUMBER SPECIES (Roof live load = 20 psf, ceiling not attached to rafters, L\/\u0394 = 180) <\/td>\n<\/tr>\n
286<\/td>\nTABLE R802.5.1(2) RAFTER SPANS FOR COMMON LUMBER SPECIES (Roof live load = 20 psf, ceiling attached to rafters, L\/\u0394 = 240) <\/td>\n<\/tr>\n
287<\/td>\nTABLE R802.5.1(2)\u2014continued RAFTER SPANS FOR COMMON LUMBER SPECIES (Roof live load = 20 psf, ceiling attached to rafters, L\/\u0394 = 240) <\/td>\n<\/tr>\n
288<\/td>\nTABLE R802.5.1(3) RAFTER SPANS FOR COMMON LUMBER SPECIES (Ground snow load = 30 psf, ceiling not attached to rafters, L\/\u0394 = 180) <\/td>\n<\/tr>\n
289<\/td>\nTABLE R802.5.1(3)\u2014continued RAFTER SPANS FOR COMMON LUMBER SPECIES (Ground snow load = 30 psf, ceiling not attached to rafters, L\/\u0394 = 180) <\/td>\n<\/tr>\n
290<\/td>\nTABLE R802.5.1(4) RAFTER SPANS FOR COMMON LUMBER SPECIES (Ground snow load = 50 psf, ceiling not attached to rafters, L\/\u0394 = 180) <\/td>\n<\/tr>\n
291<\/td>\nTABLE R802.5.1(4)\u2014continued RAFTER SPANS FOR COMMON LUMBER SPECIES (Ground snow load = 50 psf, ceiling not attached to rafters, L\/\u0394 = 180) <\/td>\n<\/tr>\n
292<\/td>\nTABLE R802.5.1(5) RAFTER SPANS FOR COMMON LUMBER SPECIES (Ground snow load = 30 psf, ceiling attached to rafters, L\/\u0394 = 240) <\/td>\n<\/tr>\n
293<\/td>\nTABLE R802.5.1(5)\u2014continued RAFTER SPANS FOR COMMON LUMBER SPECIES (Ground snow load = 30 psf, ceiling attached to rafters, L\/\u0394 = 240) <\/td>\n<\/tr>\n
294<\/td>\nTABLE R802.5.1(6) RAFTER SPANS FOR COMMON LUMBER SPECIES (Ground snow load = 50 psf, ceiling attached to rafters, L\/\u0394 = 240) <\/td>\n<\/tr>\n
295<\/td>\nTABLE R802.5.1(6)\u2014continued RAFTER SPANS FOR COMMON LUMBER SPECIES (Ground snow load = 50 psf, ceiling attached to rafters, L\/\u0394 = 240) <\/td>\n<\/tr>\n
296<\/td>\nTABLE R802.5.1(7) RAFTER SPANS FOR 70 PSF GROUND SNOW LOAD (Ceiling not attached to rafters, L\/\u0394 = 180) <\/td>\n<\/tr>\n
297<\/td>\nTABLE R802.5.1(7)\u2014continued RAFTER SPANS FOR 70 PSF GROUND SNOW LOAD (Ceiling not attached to rafters, L\/\u0394 = 180) <\/td>\n<\/tr>\n
298<\/td>\nTABLE R802.5.1(8) RAFTER SPANS FOR 70 PSF GROUND SNOW LOAD (Ceiling attached to rafters, L\/\u0394 = 240) <\/td>\n<\/tr>\n
299<\/td>\nTABLE R802.5.1(8)\u2014continued RAFTER SPANS FOR 70 PSF GROUND SNOW LOAD (Ceiling attached to rafters, L\/\u0394 = 240) <\/td>\n<\/tr>\n
300<\/td>\nTABLE R802.5.1(9) RAFTER\/CEILING JOIST HEEL JOINT CONNECTIONS <\/td>\n<\/tr>\n
301<\/td>\nFIGURE R802.5.1 BRACED RAFTER CONSTRUCTION <\/td>\n<\/tr>\n
302<\/td>\nFIGURE R802.7.1.1 RAFTER NOTCH
FIGURE R802.7.1.2 CEILING JOIST TAPER CUT <\/td>\n<\/tr>\n
304<\/td>\nTABLE R802.11 RAFTER OR TRUSS UPLIFT CONNECTION FORCES FROM WIND (ASD) (POUNDS PER CONNECTION) <\/td>\n<\/tr>\n
305<\/td>\nTABLE R802.11\u2014continued RAFTER OR TRUSS UPLIFT CONNECTION FORCES FROM WIND (POUNDS PER CONNECTION) <\/td>\n<\/tr>\n
306<\/td>\nSECTION R803 ROOF SHEATHING
TABLE R803.1 MINIMUM THICKNESS OF LUMBER ROOF SHEATHING
SECTION R804 COLD-FORMED STEEL ROOF FRAMING
SECTION R805 CEILING FINISHES
SECTION R806 ROOF VENTILATION <\/td>\n<\/tr>\n
307<\/td>\nTABLE R806.5 INSULATION FOR CONDENSATION CONTROL
SECTION R807 ATTIC ACCESS <\/td>\n<\/tr>\n
308<\/td>\nCHAPTER 9 ROOF ASSEMBLIES
SECTION R901 GENERAL
SECTION R902 FIRE CLASSIFICATION
SECTION R903 WEATHER PROTECTION <\/td>\n<\/tr>\n
309<\/td>\nSECTION R904 MATERIALS
SECTION R905 REQUIREMENTS FOR ROOF COVERINGS
TABLE R905.1.1(1) UNDERLAYMENT TYPES <\/td>\n<\/tr>\n
310<\/td>\nTABLE R905.1.1(2) UNDERLAYMENT APPLICATION <\/td>\n<\/tr>\n
311<\/td>\nTABLE R905.1.1(3) UNDERLAYMENT ATTACHMENT <\/td>\n<\/tr>\n
312<\/td>\nTABLE R905.2.4.1 CLASSIFICATION OF ASPHALT ROOF SHINGLES <\/td>\n<\/tr>\n
313<\/td>\nTABLE R905.2.8.2 VALLEY LINING MATERIAL <\/td>\n<\/tr>\n
314<\/td>\nTABLE R905.3.7 CLAY AND CONCRETE TILE ATTACHMENT <\/td>\n<\/tr>\n
315<\/td>\nTABLE R905.6.5 SLATE SHINGLE HEADLAP
TABLE R905.7.4 WOOD SHINGLE MATERIAL REQUIREMENTS
TABLE R905.7.5(1) WOOD SHINGLE WEATHER EXPOSURE AND ROOF SLOPE <\/td>\n<\/tr>\n
316<\/td>\nTABLE R905.7.5(2) NAIL REQUIREMENTS FOR WOOD SHAKES AND WOOD SHINGLES
TABLE R905.8.5 WOOD SHAKE MATERIAL REQUIREMENTS <\/td>\n<\/tr>\n
317<\/td>\nTABLE R905.8.6 WOOD SHAKE WEATHER EXPOSURE AND ROOF SLOPE <\/td>\n<\/tr>\n
318<\/td>\nTABLE R905.9.2 BUILT-UP ROOFING MATERIAL STANDARDS
TABLE R905.10.3(1) METAL ROOF COVERING STANDARDS <\/td>\n<\/tr>\n
319<\/td>\nTABLE R905.10.3(2) MINIMUM CORROSION RESISTANCE
TABLE R905.11.2 MODIFIED BITUMEN ROOFING MATERIAL STANDARDS
TABLE R905.14.3 PROTECTIVE COATING MATERIAL STANDARDS
SECTION R906 ROOF INSULATION <\/td>\n<\/tr>\n
320<\/td>\nTABLE R906.2 MATERIAL STANDARDS FOR ROOF INSULATION
SECTION R907 ROOFTOP-MOUNTED PHOTOVOLTAIC SYSTEMS
SECTION R908 REROOFING
SECTION R909 ROOFTOP-MOUNTED PHOTOVOLTAIC PANEL SYSTEMS <\/td>\n<\/tr>\n
322<\/td>\nCHAPTER 10 CHIMNEYS AND FIREPLACES
SECTION R1001 MASONRY FIREPLACES <\/td>\n<\/tr>\n
323<\/td>\nTABLE R1001.1 SUMMARY OF REQUIREMENTS FOR MASONRY FIREPLACES AND CHIMNEYS <\/td>\n<\/tr>\n
324<\/td>\nFIGURE R1001.1 FIREPLACE AND CHIMNEY DETAILS <\/td>\n<\/tr>\n
325<\/td>\nFIGURE R1001.11 CLEARANCE FROM COMBUSTIBLES
SECTION R1002 MASONRY HEATERS <\/td>\n<\/tr>\n
326<\/td>\nSECTION R1003 MASONRY CHIMNEYS <\/td>\n<\/tr>\n
327<\/td>\nTABLE R1003.14(1) NET CROSS-SECTIONAL AREA OF ROUND FLUE SIZESa
TABLE R1003.14(2) NET CROSS-SECTIONAL AREA OF SQUARE AND RECTANGULAR FLUE SIZES <\/td>\n<\/tr>\n
328<\/td>\nFIGURE R1003.15.2 FLUE SIZES FOR MASONRY CHIMNEYS <\/td>\n<\/tr>\n
329<\/td>\nFIGURE R1003.18 CLEARANCE FROM COMBUSTIBLES
TABLE R1003.20 CRICKET DIMENSIONS
SECTION R1004 FACTORY-BUILT FIREPLACES <\/td>\n<\/tr>\n
330<\/td>\nFIGURE R1003.20 CHIMNEY CRICKET
SECTION R1005 FACTORY-BUILT CHIMNEYS
SECTION R1006 EXTERIOR AIR SUPPLY <\/td>\n<\/tr>\n
332<\/td>\nPART IV\u2014ENERGY CONSERVATION
CHAPTER 11 [RE] ENERGY EFFICIENCY
SECTION N1101 GENERAL
FIGURE N1101.7 (R301.1) CLIMATE ZONES <\/td>\n<\/tr>\n
333<\/td>\nTABLE N1101.7 (R301.1) CLIMATE ZONES, MOISTURE REGIMES, AND WARM-HUMID DESIGNATIONS BY STATE, COUNTY AND TERRITORY <\/td>\n<\/tr>\n
334<\/td>\nTABLE N1101.10.3(1) [R303.1.3(1)] DEFAULT GLAZED FENESTRATION U-FACTORS
TABLE N1101.10.3(2) [R303.1.3(2)] DEFAULT DOOR U-FACTORS
TABLE N1101.10.3(3) [R303.1.3(3)] DEFAULT GLAZED FENESTRATION SHGC AND VT <\/td>\n<\/tr>\n
335<\/td>\nSECTION N1102 (R402) BUILDING THERMAL ENVELOPE <\/td>\n<\/tr>\n
336<\/td>\nTABLE N1102.1.2 (R402.1.2) INSULATION AND FENESTRATION REQUIREMENTS BY COMPONENT
TABLE N1102.1.4 (R402.1.4) EQUIVALENT U-FACTORSa <\/td>\n<\/tr>\n
337<\/td>\nTABLE N1102.2.6 (R402.2.6) STEEL-FRAME CEILING, WALL AND FLOOR INSULATION (R-VALUE) <\/td>\n<\/tr>\n
338<\/td>\nTABLE N1102.2.11 WALL INSULATION ALLOWANCES FOR TERMITE TREATMENT AND INSULATION GAPS <\/td>\n<\/tr>\n
340<\/td>\nTABLE N1102.4.2 AIR BARRIER INSPECTION <\/td>\n<\/tr>\n
341<\/td>\nSECTION N1103 (R403) SYSTEMS <\/td>\n<\/tr>\n
343<\/td>\nSECTION N1104 (R404) ELECTRICAL POWER AND LIGHTING SYSTEMS (MANDATORY)
SECTION N1105 (R405) SIMULATED PERFORMANCE ALTERNATIVE (PERFORMANCE) <\/td>\n<\/tr>\n
345<\/td>\nTABLE N1105.5.2(1) [R405.5.2(1)] SPECIFICATIONS FOR THE STANDARD REFERENCE AND PROPOSED DESIGNS <\/td>\n<\/tr>\n
346<\/td>\nTABLE N1105.5.2(1) [R405.5.2(1)]\u2014continued SPECIFICATIONS FOR THE STANDARD REFERENCE AND PROPOSED DESIGNS <\/td>\n<\/tr>\n
347<\/td>\nTABLE N1105.5.2(1) [R405.5.2(1)]\u2014continued SPECIFICATIONS FOR THE STANDARD REFERENCE AND PROPOSED DESIGNS
TABLE N1105.5.2(2) [R405.5.2(2)] DEFAULT DISTRIBUTION SYSTEM EFFICIENCIES FOR PROPOSED DESIGNSa
SECTION N1106 (R406) ENERGY RATING INDEX COMPLIANCE ALTERNATIVE
TABLE N1106.4.1 (R406.4.1) MAXIMUM ENERGY RATING INDEX (without calculation of on-site renewable energy) <\/td>\n<\/tr>\n
348<\/td>\nTABLE N1106.4.2 (R406.4.2) MAXIMUM ENERGY RATING INDEX (without calculation of on-site renewable energy)
SECTION N1107 (R501) EXISTING BUILDINGS\u2014GENERAL <\/td>\n<\/tr>\n
349<\/td>\nSECTION N1108 (R502) ADDITIONS
SECTION N1109 (R503) ALTERATIONS <\/td>\n<\/tr>\n
350<\/td>\nSECTION N1110 (R504) REPAIRS
SECTION N1111 (R505) CHANGE OF OCCUPANCY OR USE <\/td>\n<\/tr>\n
352<\/td>\nPART V\u2014MECHANICAL
CHAPTER 12 MECHANICAL ADMINISTRATION
SECTION M1201 GENERAL
SECTION M1202 EXISTING MECHANICAL SYSTEMS <\/td>\n<\/tr>\n
354<\/td>\nCHAPTER 13 GENERAL MECHANICAL SYSTEM REQUIREMENTS
SECTION M1301 GENERAL
SECTION M1302 APPROVAL
SECTION M1303 LABELING OF APPLIANCES
SECTION M1304 TYPE OF FUEL <\/td>\n<\/tr>\n
355<\/td>\nSECTION M1305 APPLIANCE ACCESS <\/td>\n<\/tr>\n
356<\/td>\nSECTION M1306 CLEARANCES FROM COMBUSTIBLE CONSTRUCTION
SECTION M1307 APPLIANCE INSTALLATION <\/td>\n<\/tr>\n
357<\/td>\nTABLE M1306.2 REDUCTION OF CLEARANCES WITH SPECIFIED FORMS OF PROTECTION <\/td>\n<\/tr>\n
358<\/td>\nFIGURE M1306.1 REDUCED CLEARANCE DIAGRAM
FIGURE M1306.2.5 CHIMNEY CONNECTOR SYSTEMS <\/td>\n<\/tr>\n
359<\/td>\nFIGURE M1306.2.5\u2014continued CHIMNEY CONNECTOR SYSTEMS <\/td>\n<\/tr>\n
360<\/td>\nFIGURE M1306.2 WALL PROTECTOR CLEARANCE REDUCTION SY
SECTION M1308 MECHANICAL SYSTEMS INSTALLATION <\/td>\n<\/tr>\n
362<\/td>\nCHAPTER 14 HEATING AND COOLING EQUIPMENT AND APPLIANCES
SECTION M1401 GENERAL
SECTION M1402 CENTRAL FURNACES <\/td>\n<\/tr>\n
363<\/td>\nSECTION M1403 HEAT PUMP EQUIPMENT
SECTION M1404 REFRIGERATION COOLING EQUIPMENT
SECTION M1405 BASEBOARD CONVECTORS
SECTION M1406 RADIANT HEATING SYSTEMS
SECTION M1407 DUCT HEATERS
SECTION M1408 VENTED FLOOR FURNACES <\/td>\n<\/tr>\n
364<\/td>\nSECTION M1409 VENTED WALL FURNACES
SECTION M1410 VENTED ROOM HEATERS
SECTION M1411 HEATING AND COOLING EQUIPMENT <\/td>\n<\/tr>\n
366<\/td>\nSECTION M1412 ABSORPTION COOLING EQUIPMENT
SECTION M1413 EVAPORATIVE COOLING EQUIPMENT
SECTION M1414 FIREPLACE STOVES
SECTION M1415 MASONRY HEATERS
SECTION M1416 FACTORY-BUILT FIREPLACES <\/td>\n<\/tr>\n
368<\/td>\nCHAPTER 15 EXHAUST SYSTEMS
SECTION M1501 GENERAL
SECTION M1502 CLOTHES DRYER EXHAUST <\/td>\n<\/tr>\n
369<\/td>\nTABLE M1502.4.5.1 DRYER EXHAUST DUCT FITTING EQUIVALENT LENGTH
SECTION M1503 RANGE HOODS <\/td>\n<\/tr>\n
370<\/td>\nSECTION M1504 INSTALLATION OF MICROWAVE OVENS
SECTION M1505 OVERHEAD EXHAUST HOODS
SECTION M1506 EXHAUST DUCTS AND EXHAUST OPENINGS
SECTION M1507 MECHANICAL VENTILATION <\/td>\n<\/tr>\n
371<\/td>\nTABLE M1507.3.3(1) CONTINUOUS WHOLE-HOUSE MECHANICAL VENTILATION SYSTEM AIRFLOW RATE REQUIREMENTS
TABLE M1507.3.3(2) INTERMITTENT WHOLE-HOUSE MECHANICAL VENTILATION RATE FACTORSa, b
TABLE M1507.4 MINIMUM REQUIRED LOCAL EXHAUST RATES FOR ONE- AND TWO-FAMILY DWELLINGS
SECTION M1508 (512) SUBSLAB SOIL EXHAUST SYSTEMS <\/td>\n<\/tr>\n
372<\/td>\nCHAPTER 16 DUCT SYSTEMS
SECTION M1601 DUCT CONSTRUCTION <\/td>\n<\/tr>\n
373<\/td>\nTABLE M1601.1.1 DUCT CONSTRUCTION MINIMUM SHEET METAL THICKNESS FOR SINGLE DWELLING UNITSa <\/td>\n<\/tr>\n
375<\/td>\nSECTION M1602 RETURN AIR <\/td>\n<\/tr>\n
376<\/td>\nCHAPTER 17 COMBUSTION AIR
SECTION M1701 GENERAL <\/td>\n<\/tr>\n
378<\/td>\nCHAPTER 18 CHIMNEYS AND VENTS
SECTION M1801 GENERAL <\/td>\n<\/tr>\n
379<\/td>\nSECTION M1802 VENT COMPONENTS
SECTION M1803 CHIMNEY AND VENT CONNECTORS
TABLE M1803.2 [803.9(1)] THICKNESS FOR SINGLE-WALL METAL PIPE CONNECTORS
TABLE M1803.3.4 CHIMNEY AND VENT CONNECTOR CLEARANCES TO COMBUSTIBLE MATERIALSa <\/td>\n<\/tr>\n
380<\/td>\nTABLE M1803.3.5 (803.10.4) CHIMNEY CONNECTOR SYSTEMS AND CLEARANCES TO COMBUSTIBLE WALL MATERIALS FOR DOMESTIC HEATING APPLIANCESa, b, c, d
SECTION M1804 VENTS
TABLE M1804.1 VENT SELECTION CHART <\/td>\n<\/tr>\n
381<\/td>\nSECTION M1805 MASONRY AND FACTORY-BUILT CHIMNEYS <\/td>\n<\/tr>\n
384<\/td>\nCHAPTER 19 SPECIAL APPLIANCES, EQUIPMENT AND SYSTEMS
SECTION M1901 RANGES AND OVENS
SECTION M1902 SAUNA HEATERS
SECTION M1903 STATIONARY FUEL CELL POWER PLANTS
SECTION M1904 GASEOUS HYDROGEN SYSTEMS <\/td>\n<\/tr>\n
386<\/td>\nCHAPTER 20 BOILERS AND WATER HEATERS
SECTION M2001 BOILERS
SECTION M2002 OPERATING AND SAFETY CONTROLS
SECTION M2003 EXPANSION TANKS <\/td>\n<\/tr>\n
387<\/td>\nTABLE M2003.2 EXPANSION TANK MINIMUM CAPACITYa FOR FORCED HOT-WATER SYSTEMS
SECTION M2004 WATER HEATERS USED FOR SPACE HEATING
SECTION M2005 WATER HEATERS
SECTION M2006 POOL HEATERS <\/td>\n<\/tr>\n
388<\/td>\nCHAPTER 21 HYDRONIC PIPING
SECTION M2101 HYDRONIC PIPING SYSTEMS INSTALLATION
TABLE M2101.9 HANGER SPACING INTERVALS <\/td>\n<\/tr>\n
389<\/td>\nTABLE M2101.1 (1202.4) HYDRONIC PIPING MATERIALS <\/td>\n<\/tr>\n
390<\/td>\nSECTION M2102 JOINTS AND CONNECTIONS <\/td>\n<\/tr>\n
392<\/td>\nSECTION M2103 FLOOR HEATING SYSTEMS
SECTION M2104 LOW TEMPERATURE PIPING <\/td>\n<\/tr>\n
393<\/td>\nSECTION M2105 GROUND-SOURCE HEAT-PUMP SYSTEM LOOP PIPING
TABLE M2105.4 GROUND-SOURCE LOOP PIPE
TABLE M2105.5 GROUND-SOURCE LOOP PIPE FITTINGS <\/td>\n<\/tr>\n
395<\/td>\nSECTION M2106 BASEBOARD CONVECTORS <\/td>\n<\/tr>\n
396<\/td>\nCHAPTER 22 FUEL OIL PIPING AND STORAGE SYSTEMS
SECTION M2201 OIL TANKS
SECTION M2202 OIL PIPING, FITTING AND CONNECTIONS
TABLE M2202.3 (1302.3) FUEL OIL PIPING <\/td>\n<\/tr>\n
397<\/td>\nSECTION M2203 INSTALLATION <\/td>\n<\/tr>\n
398<\/td>\nSECTION M2204 OIL PUMPS AND VALVES
SECTION M2205 (1306) OIL GAUGING <\/td>\n<\/tr>\n
400<\/td>\nCHAPTER 23 SOLAR THERMAL ENERGY SYSTEMS
SECTION M2301 THERMAL SOLAR ENERGY SYSTEMS <\/td>\n<\/tr>\n
402<\/td>\nPART VI\u2014FUEL GAS
CHAPTER 24 FUEL GAS
SECTION G2401 (101) GENERAL
SECTION G2402 (201) GENERAL
SECTION G2403 (202) GENERAL DEFINITIONS
SECTION G2404 (301) GENERAL <\/td>\n<\/tr>\n
403<\/td>\nSECTION G2405 (302) STRUCTURAL SAFETY <\/td>\n<\/tr>\n
404<\/td>\nSECTION G2406 (303) APPLIANCE LOCATION <\/td>\n<\/tr>\n
405<\/td>\nSECTION G2407 (304) COMBUSTION, VENTILATION AND DILUTION AIR
EQUATION 24-1
EQUATION 24-2
FIGURE G2407.5.3 (304.5.3) ALL AIR FROM INSIDE THE BUILDING (see Section G2407.5.3) <\/td>\n<\/tr>\n
406<\/td>\nFIGURE G2407.6.1(1) [304.6.1(1)] ALL AIR FROM OUTDOORS\u2014INLET AIR FROM VENTILATED CRAWL SPACE AND OUTLET AIR TO VENTILATED ATTIC (see Section G2407.6.1) <\/td>\n<\/tr>\n
407<\/td>\nFIGURE G2407.6.1(2) [304.6.1(2)] ALL AIR FROM OUTDOORS THROUGH VENTILATED ATTIC (see Section G2407.6.1)
FIGURE G2407.6.1(3) [304.6.1(3)] ALL AIR FROM OUTDOORS (see Section G2407.6.1) <\/td>\n<\/tr>\n
408<\/td>\nFIGURE G2407.6.2 (304.6.2) SINGLE COMBUSTION AIR OPENING, ALL AIR FROM OUTDOORS (see Section G2407.6.2) <\/td>\n<\/tr>\n
409<\/td>\nSECTION G2408 (305) INSTALLATION
SECTION G2409 (308) CLEARANCE REDUCTION <\/td>\n<\/tr>\n
410<\/td>\nFIGURE G2409.2(1) [308.2(1)] EXTENT OF PROTECTION NECESSARY TO REDUCE CLEARANCES FROM GAS EQUIPMENT OR VENT CONNECTORS
FIGURE G2409.2(2) [308.2(2)] WALL PROTECTOR CLEARANCE REDUCTION SYSTEM <\/td>\n<\/tr>\n
411<\/td>\nFIGURE G2409.2 (3) [308.2(3)] MASONRY CLEARANCE REDUCTION SYSTEM <\/td>\n<\/tr>\n
412<\/td>\nTABLE G2409.2 (308.2) a through k REDUCTION OF CLEARANCES WITH SPECIFIED FORMS OF PROTECTION <\/td>\n<\/tr>\n
413<\/td>\nSECTION G2410 (309) ELECTRICAL
SECTION G2411 (310) ELECTRICAL BONDING
SECTION G2412 (401) GENERAL <\/td>\n<\/tr>\n
414<\/td>\nSECTION G2413 (402) PIPE SIZING
EQUATION 24-3
EQUATION 24-4
TABLE G2413.4 (402.4) Cr AND Y VALUES FOR NATURAL GAS AND UNDILUTED PROPANE AT STANDARD CONDITIONS <\/td>\n<\/tr>\n
415<\/td>\nTABLE G2413.4(1) [402.4 (2)] SCHEDULE 40 METALLIC PIPE <\/td>\n<\/tr>\n
416<\/td>\nTABLE G2413.4(2) [402.4 (5)] SCHEDULE 40 METALLIC PIPE <\/td>\n<\/tr>\n
417<\/td>\nTABLE G2413.4(3) [402.4(9)] SEMIRIGID COPPER TUBING <\/td>\n<\/tr>\n
418<\/td>\nTABLE G2413.4(4) [402.4(12)] SEMIRIGID COPPER TUBING <\/td>\n<\/tr>\n
419<\/td>\nTABLE G2413.4(5) [402.4(15)] CORRUGATED STAINLESS STEEL TUBING (CSST) <\/td>\n<\/tr>\n
420<\/td>\nTABLE G2413.4(6) [402.4(18)] CORRUGATED STAINLESS STEEL TUBING (CSST) <\/td>\n<\/tr>\n
421<\/td>\nTABLE G2413.4(7) [402.4(21)] POLYETHYLENE PLASTIC PIPE <\/td>\n<\/tr>\n
422<\/td>\nTABLE G2413.4(8) [402.4(22)] POLYETHYLENE PLASTIC PIPE <\/td>\n<\/tr>\n
423<\/td>\nTABLE G2413.4(9) [402.4(25)] SCHEDULE 40 METALLIC PIPE <\/td>\n<\/tr>\n
424<\/td>\nTABLE G2413.4(10) [402.4(26)] SCHEDULE 40 METALLIC PIPE <\/td>\n<\/tr>\n
425<\/td>\nTABLE G2413.4(11) [402.4(27)] SCHEDULE 40 METALLIC PIPE <\/td>\n<\/tr>\n
426<\/td>\nTABLE G2413.4(12) [402.4(28)] SCHEDULE 40 METALLIC PIPE <\/td>\n<\/tr>\n
427<\/td>\nTABLE G2413.4(13) [402.4(29)] SEMIRIGID COPPER TUBING <\/td>\n<\/tr>\n
428<\/td>\nTABLE G2413.4(14) [402.4(30)] SEMIRIGID COPPER TUBING <\/td>\n<\/tr>\n
429<\/td>\nTABLE G2413.4(15) [402.4(31)] SEMIRIGID COPPER TUBING <\/td>\n<\/tr>\n
430<\/td>\nTABLE G2413.4(16) [402.4(32)] CORRUGATED STAINLESS STEEL TUBING (CSST) <\/td>\n<\/tr>\n
431<\/td>\nTABLE G2413.4(17) [402.4(33)] CORRUGATED STAINLESS STEEL TUBING (CSST)Undiluted PropaneInlet <\/td>\n<\/tr>\n
432<\/td>\nTABLE G2413.4(18) [402.4(34)] CORRUGATED STAINLESS STEEL TUBING (CSST) <\/td>\n<\/tr>\n
433<\/td>\nTABLE G2413.4(19) [402.4(35)] POLYETHYLENE PLASTIC PIPE <\/td>\n<\/tr>\n
434<\/td>\nTABLE G2413.4(20) [402.4(36)] POLYETHYLENE PLASTIC PIPE <\/td>\n<\/tr>\n
435<\/td>\nTABLE G2413.4(21) [402.4(37)] POLYETHYLENE PLASTIC TUBING <\/td>\n<\/tr>\n
436<\/td>\nTABLE G2413.4(22) [402.4(38)] POLYETHYLENE PLASTIC TUBING <\/td>\n<\/tr>\n
437<\/td>\nTABLE G2413.4(23) [402.4(39)] POLYETHYLENE PLASTIC TUBING <\/td>\n<\/tr>\n
438<\/td>\nSECTION G2414 (403) PIPING MATERIALS
TABLE G2414.9.2 (403.9.2) SPECIFICATIONS FOR THREADING METALLIC PIPE <\/td>\n<\/tr>\n
439<\/td>\nSECTION G2415 (404) PIPING SYSTEM INSTALLATION <\/td>\n<\/tr>\n
442<\/td>\nSECTION G2416 (405) PIPING BENDS AND CHANGES IN DIRECTION
SECTION G2417 (406) INSPECTION, TESTING AND PURGING <\/td>\n<\/tr>\n
443<\/td>\nTABLE G2417.7.1.1 (406.7.1.1) SIZE AND LENGTH OF PIPING <\/td>\n<\/tr>\n
444<\/td>\nSECTION G2418 (407) PIPING SUPPORT <\/td>\n<\/tr>\n
445<\/td>\nSECTION G2419 (408) DRIPS AND SLOPED PIPING
FIGURE G2419.4 (408.4) METHOD OF INSTALLING A TEE FITTING SEDIMENT TRAP
SECTION G2420 (409) SHUTOFF VALVES
SECTION G2421 (410) FLOW CONTROLS <\/td>\n<\/tr>\n
446<\/td>\nTABLE G2420.1.1 (409.1.1) MANUAL GAS VALVE STANDARDS <\/td>\n<\/tr>\n
448<\/td>\nSECTION G2422 (411) APPLIANCE CONNECTIONS <\/td>\n<\/tr>\n
449<\/td>\nSECTION G2423 (413) COMPRESSED NATURAL GAS MOTOR VEHICLE FUEL-DISPENSING FACILITIES
SECTION G2424 (415) PIPING SUPPORT INTERVALS
TABLE G2424.1 (415.1) SUPPORT OF PIPING
SECTION G2425 (501) GENERAL <\/td>\n<\/tr>\n
450<\/td>\nSECTION G2426 (502) VENTS <\/td>\n<\/tr>\n
451<\/td>\nSECTION G2427 (503) VENTING OF APPLIANCES <\/td>\n<\/tr>\n
452<\/td>\nTABLE G2427.4 (503.4) TYPE OF VENTING SYSTEM TO BE USED <\/td>\n<\/tr>\n
454<\/td>\nFIGURE G2427.6.3 (503.6.4) TERMINATION LOCATIONS FOR GAS VENTS WITH LISTED CAPS 12 INCHES OR LESS IN SIZE AT LEAST 8 FEET FROM A VERTICAL W <\/td>\n<\/tr>\n
455<\/td>\nFIGURE G2427.6.3 (503.6.4)\u2014continued TERMINATION LOCATIONS FOR GAS VENTS WITH LISTED CAPS 12 INCHES OR LESS IN SIZE AT LEAST 8 FEET FROM A VERTICAL WALL <\/td>\n<\/tr>\n
458<\/td>\nTABLE G2427.10.2.4 (503.10.2.4) MINIMUM THICKNESS FOR GALVANIZED STEEL VENT CONNECTORS FOR LOW-HEAT APPLIANCES <\/td>\n<\/tr>\n
459<\/td>\nTABLE G2427.10.5 (503.10.5) a CLEARANCES FOR CONNECTORS <\/td>\n<\/tr>\n
461<\/td>\nSECTION G2428 (504) SIZING OF CATEGORY I APPLIANCE VENTING SYSTEMS <\/td>\n<\/tr>\n
462<\/td>\nTABLE G2428.3.2 (504.3.2) MAXIMUM VENT CONNECTOR LENGTH <\/td>\n<\/tr>\n
464<\/td>\nSECTION G2429 (505) DIRECT-VENT, INTEGRAL VENT, MECHANICAL VENT AND VENTILATION\/EXHAUST HOOD VENTING
SECTION G2430 (506) FACTORY-BUILT CHIMNEYS <\/td>\n<\/tr>\n
465<\/td>\nTABLE G2428.2(1) [504.2(1)] TYPE B DOUBLE-WALL GAS VENT <\/td>\n<\/tr>\n
466<\/td>\nTABLE G2428.2(1) [504.2(1)]\u2014continued TYPE B DOUBLE-WALL GAS VENT <\/td>\n<\/tr>\n
467<\/td>\nTABLE G2428.2(2) [504.2(2)] TYPE B DOUBLE-WALL GAS VENT <\/td>\n<\/tr>\n
468<\/td>\nTABLE G2428.2(2) [504.2(2)]\u2014continued TYPE B DOUBLE-WALL GAS VENT <\/td>\n<\/tr>\n
469<\/td>\nTABLE G2428.3(1) [504.3(1)] TYPE B DOUBLE-WALL VENT <\/td>\n<\/tr>\n
470<\/td>\nTABLE G2428.3(2) [504.3(2)] TYPE B DOUBLE-WALL VENT <\/td>\n<\/tr>\n
471<\/td>\nTABLE G2428.3(3) [504.3(3)] MASONRY CHIMNEY <\/td>\n<\/tr>\n
472<\/td>\nTABLE G2428.3(4) [504.3(4)] MASONRY CHIMNEY <\/td>\n<\/tr>\n
473<\/td>\nSECTION G2431 (601) GENERAL
SECTION G2432 (602) DECORATIVE APPLIANCES FOR INSTALLATION IN FIREPLACES
SECTION G2433 (603) LOG LIGHTERS
SECTION G2434 (604) VENTED GAS FIREPLACES (DECORATIVE APPLIANCES)
SECTION G2435 (605) VENTED GAS FIREPLACE HEATERS
SECTION G2436 (608) VENTED WALL FURNACES
SECTION G2437 (609) FLOOR FURNACES <\/td>\n<\/tr>\n
474<\/td>\nSECTION G2438 (613) CLOTHES DRYERS
SECTION G2439 (614) CLOTHES DRYER EXHAUST <\/td>\n<\/tr>\n
475<\/td>\nTABLE G2439.7.4.1 (TABLE 614.8.4.1) DRYER EXHAUST DUCT FITTING EQUIVALENT LENGTH
SECTION G2440 (615) SAUNA HEATERS <\/td>\n<\/tr>\n
476<\/td>\nSECTION G2441 (617) POOL AND SPA HEATERS
SECTION G2442 (618) FORCED-AIR WARM-AIR FURNACES <\/td>\n<\/tr>\n
477<\/td>\nSECTION G2443 (619) CONVERSION BURN
SECTION G2444 (620) UNIT HEATERS
SECTION G2445 (621) UNVENTED ROOM HEATERS <\/td>\n<\/tr>\n
478<\/td>\nSECTION G2446 (622) VENTED ROOM HEATERS
SECTION G2447 (623) COOKING APPLIANCES
SECTION G2448 (624) WATER HEATERS
SECTION G2449 (627) AIR-CONDITIONING APPLIANCES <\/td>\n<\/tr>\n
479<\/td>\nSECTION G2450 (628) ILLUMINATING APPLIANCES
SECTION G2451 (630) INFRARED RADIANT HEATERS
SECTION G2452 (631) BOILERS
SECTION G2453 (634) CHIMNEY DAMPER OPENING AREA
SECTION G2454 (636) OUTDOOR DECORATIVE APPLIANCES
SECTION G2455 (616) ENGINE AND GAS TURBINE-POWERED EQUIPMENT <\/td>\n<\/tr>\n
480<\/td>\nPART VII\u2014PLUMBING
CHAPTER 25 PLUMBING ADMINISTRATION
SECTION P2501 GENERAL
SECTION P2502 EXISTING PLUMBING SYSTEMS <\/td>\n<\/tr>\n
481<\/td>\nSECTION P2503 INSPECTION AND TESTS <\/td>\n<\/tr>\n
482<\/td>\nSECTION P2504 APPROVAL <\/td>\n<\/tr>\n
483<\/td>\nSECTION P2505 TEMPORARY EQUIPMENT, SYSTEMS AND USES
TABLE P2505.5 (311.1) TOILET FACILITIES <\/td>\n<\/tr>\n
484<\/td>\nCHAPTER 26 GENERAL PLUMBING REQUIREMENTS
SECTION P2601 GENERAL
SECTION P2602 INDIVIDUAL WATER SUPPLY AND SEWAGE DISPOSAL
SECTION P2603 STRUCTURAL AND PIPING PROTECTION <\/td>\n<\/tr>\n
485<\/td>\nSECTION P2604 TRENCHING AND BACKFILLING
SECTION P2605 SUPPORT
SECTION P2606 PENETRATIONS <\/td>\n<\/tr>\n
486<\/td>\nTABLE P2605.1 PIPING SUPPORT
SECTION P2607 WATERPROOFING OF OPENINGS
SECTION P2608 WORKMANSHIP
SECTION P2609 MATERIALS EVALUATION AND LISTING <\/td>\n<\/tr>\n
488<\/td>\nCHAPTER 27 PLUMBING FIXTURES
SECTION P2701 FIXTURES, FAUCETS AND FIXTURE FITTINGS
SECTION P2702 FIXTURE ACCESSORIES
SECTION P2703 TAIL PIECES
SECTION P2704 ACCESS TO CONNECTIONS
SECTION P2705 INSTALLATION <\/td>\n<\/tr>\n
489<\/td>\nTABLE P2701.1 PLUMBING FIXTURES, FAUCETS AND FIXTURE FITTINGS
SECTION P2706 WASTE RECEPTORS <\/td>\n<\/tr>\n
490<\/td>\nSECTION P2707 DIRECTIONAL FITTINGS
SECTION P2708 SHOWERS
TABLE P2708.1 (417.4) PREFABRICATED SHOWER RECEPTOR STANDARDS MATERIALS STANDARDS <\/td>\n<\/tr>\n
491<\/td>\nSECTION P2709 SHOWER RECEPTORS
SECTION P2710 SHOWER WALLS
SECTION P2711 LAVATORIES <\/td>\n<\/tr>\n
492<\/td>\nSECTION P2712 WATER CLOSETS
SECTION P2713 BATHTUBS
SECTION P2714 SINKS
SECTION P2715 LAUNDRY TUBS <\/td>\n<\/tr>\n
493<\/td>\nSECTION P2716 FOOD-WASTE DISPOSER
SECTION P2717 DISHWASHING MACHINES
SECTION P2718 CLOTHES WASHING MACHINE
SECTION P2719 FLOOR DRAINS
SECTION P2720 WHIRLPOOL BATHTUBS
SECTION P2721 BIDET INSTALLATIONS
SECTION P2722 FIXTURE FITTING <\/td>\n<\/tr>\n
494<\/td>\nSECTION P2723 MACERATING TOILET SYSTEMS
SECTION P2724 SPECIALTY TEMPERATURE CONTROL DEVICES AND VALVES
SECTION P2725 NONLIQUID SATURATED TREATMENT SYSTEMS <\/td>\n<\/tr>\n
496<\/td>\nCHAPTER 28 WATER HEATERS
SECTION P2801 GENERAL <\/td>\n<\/tr>\n
497<\/td>\nSECTION P2802 SOLAR WATER HEATING SYSTEMS
SECTION P2803 WATER HEATERS USED FOR SPACE HEATING
SECTION P2804 RELIEF VALVES <\/td>\n<\/tr>\n
499<\/td>\nSECTION P2805 (503) CONNECTIONS
SECTION P2806 (504) SAFETY DEVICES
SECTION P2807 (505) INSULATION <\/td>\n<\/tr>\n
500<\/td>\nCHAPTER 29 WATER SUPPLY AND DISTRIBUTION
SECTION P2901 GENERAL
FIGURE P2901.2.1 PICTOGRAPH\u2014DO NOT DRINK
TABLE P2901.2.2.2 SIZE OF PIPE IDENTIFICATION <\/td>\n<\/tr>\n
501<\/td>\nSECTION P2902 PROTECTION OF POTABLE WATER SUPPLY
TABLE P2902.3 APPLICATION FOR BACKFLOW PREVENTERS <\/td>\n<\/tr>\n
502<\/td>\nTABLE P2902.3.1 MINIMUM AIR GAPS <\/td>\n<\/tr>\n
504<\/td>\nSECTION P2903 WATER SUPPLY SYSTEM
TABLE P2903.1 REQUIRED CAPACITIES AT POINT OF OUTLET DISCHARGE
TABLE P2903.2 MAXIMUM FLOW RATES AND CONSUMPTION FOR PLUMBING FIXTURES AND FIXTURE FITTINGSb <\/td>\n<\/tr>\n
505<\/td>\nTABLE P2903.6 WATER-SUPPLY FIXTURE-UNIT VALUES FOR VARIOUS PLUMBING FIXTURES AND FIXTURE GROUPS
TABLE P2903.6(1) CONVERSIONS FROM WATER SUPPLY FIXTURE UNIT TO GALLON PER MINUTE FLOW RATES <\/td>\n<\/tr>\n
506<\/td>\nTABLE P2903.6(1)\u2014continued CONVERSIONS FROM WATER SUPPLY FIXTURE UNIT TO GALLON PER MINUTE FLOW RATES
TABLE P2903.8.1 MANIFOLD SIZING <\/td>\n<\/tr>\n
507<\/td>\nTABLE P2903.9.4 VALVES
FIGURE P2903.10 TYPICAL FROSTPROOF HOSE BIBB INSTALLATION NOT REQUIRING SEPARATE VALVE <\/td>\n<\/tr>\n
508<\/td>\nSECTION P2904 DWELLING UNIT FIRE SPRINKLER SYSTEMS
TABLE P2904.2.2 LOCATIONS WHERE INTERMEDIATE TEMPERATURE SPRINKLERS ARE REQUIRED <\/td>\n<\/tr>\n
509<\/td>\nFIGURE P2904.2.4.2 MINIMUM ALLOWABLE DISTANCE BETWEEN SPRINKLER AND OBSTRUCTION <\/td>\n<\/tr>\n
510<\/td>\nEQUATION 29-1 <\/td>\n<\/tr>\n
511<\/td>\nTABLE P2904.6.2(1) WATER SERVICE PRESSURE LOSS (PLsvc)a, b <\/td>\n<\/tr>\n
512<\/td>\nTABLE P2904.6.2(2) MINIMUM WATER METER PRESSURE LOSS (PLm)a
TABLE P2904.6.2(3) ELEVATION LOSS (PLe) <\/td>\n<\/tr>\n
513<\/td>\nTABLE P2904.6.2(4) ALLOWABLE PIPE LENGTH FOR 3\/4-INCH TYPE M COPPER WATER TUBING <\/td>\n<\/tr>\n
514<\/td>\nTABLE P2904.6.2(5) ALLOWABLE PIPE LENGTH FOR 1-INCH TYPE M COPPER WATER TUBING <\/td>\n<\/tr>\n
515<\/td>\nTABLE P2904.6.2(6) ALLOWABLE PIPE LENGTH FOR 3\/4-INCH CPVC PIPE <\/td>\n<\/tr>\n
516<\/td>\nTABLE P2904.6.2(7) ALLOWABLE PIPE LENGTH FOR 1-INCH CPVC PIPE <\/td>\n<\/tr>\n
517<\/td>\nTABLE P2904.6.2(8) ALLOWABLE PIPE LENGTH FOR 3\/4-INCH PEX AND PE-RT TUBING <\/td>\n<\/tr>\n
518<\/td>\nTABLE P2904.6.2(9) ALLOWABLE PIPE LENGTH FOR 1-INCH PEX AND PE-RT TUBING <\/td>\n<\/tr>\n
519<\/td>\nSECTION P2905 HEATED WATER DISTRIBUTION SYSTEMS
SECTION P2906 MATERIALS, JOINTS AND CONNECTIONS <\/td>\n<\/tr>\n
520<\/td>\nTABLE P2906.4 WATER SERVICE PIPE <\/td>\n<\/tr>\n
521<\/td>\nTABLE P2906.5 WATER DISTRIBUTION PIPE
TABLE P2906.6 PIPE FITTINGS <\/td>\n<\/tr>\n
523<\/td>\nSECTION P2907 CHANGES IN DIRECTION
SECTION P2908 SUPPORT
SECTION P2909 DRINKING WATER TREATMENT UNITS
SECTION P2910 NONPOTABLE WATER SYSTEMS <\/td>\n<\/tr>\n
524<\/td>\nFIGURE P2910.3 PICTOGRAPH\u2014DO NOT DRINK
TABLE P2910.6.2.2 (1301.6.2.2)
\nSIZE OF PIPE IDENTIFICATION <\/td>\n<\/tr>\n
525<\/td>\nTABLE P2910.9.6 SIZE OF DRAIN PIPES FOR WATER TANKS <\/td>\n<\/tr>\n
526<\/td>\nSECTION P2911 ON-SITE NONPOTABLE WATER REUSE SYSTEMS <\/td>\n<\/tr>\n
527<\/td>\nTABLE P2911.7.1 LOCATION OF NONPOTABLE WATER REUSE STORAGE TANKS <\/td>\n<\/tr>\n
528<\/td>\nSECTION P2912 NONPOTABLE RAINWATER COLLECTION AND DISTRIBUTION SYSTEMS <\/td>\n<\/tr>\n
529<\/td>\nTABLE P2912.10.1 LOCATION OF RAINWATER STORAGE TANKS <\/td>\n<\/tr>\n
530<\/td>\nSECTION P2913 RECLAIMED WATER SYSTEMS <\/td>\n<\/tr>\n
532<\/td>\nCHAPTER 30 SANITARY DRAINAGE
SECTION P3001 GENERAL
SECTION P3002 MATERIALS
TABLE P3002.1(1) ABOVE-GROUND DRAINAGE AND VENT PIPE <\/td>\n<\/tr>\n
533<\/td>\nTABLE P3002.1(2) UNDERGROUND BUILDING DRAINAGE AND VENT PIPE
TABLE P3002.2 BUILDING SEWER PIPE <\/td>\n<\/tr>\n
534<\/td>\nTABLE P3002.3 PIPE FITTINGS
SECTION P3003 JOINTS AND CONNECTIONS <\/td>\n<\/tr>\n
536<\/td>\nSECTION P3004 DETERMINING DRAINAGE FIXTURE UNITS
SECTION P3005 DRAINAGE SYSTEM <\/td>\n<\/tr>\n
537<\/td>\nTABLE P3004.1 (709.1) DRAINAGE FIXTURE UNIT (d.f.u.) VALUES FOR VARIOUS PLUMBING FIXTURES
TABLE P3005.1 FITTINGS FOR CHANGE IN DIRECTION <\/td>\n<\/tr>\n
539<\/td>\nTABLE P3005.4.1 MAXIMUM FIXTURE UNITS ALLOWED TO BE CONNECTED TO BRANCHES AND STACKS <\/td>\n<\/tr>\n
540<\/td>\nTABLE P3005.4.2 MAXIMUM NUMBER OF FIXTURE UNITS ALLOWED TO BE CONNECTED TO THE BUILDING DRAIN, BUILDING DRAIN BRANCHES OR THE BUILDING SEWERc, e
SECTION P3006 SIZING OF DRAIN PIPE OFFSETS
SECTION P3007 SUMPS AND EJECTORS <\/td>\n<\/tr>\n
541<\/td>\nTABLE 3007.6 (712.4.2) MINIMUM CAPACITY OF SEWAGE PUMP OR SEWAGE EJECTOR
SECTION P3008 BACKWATER VALVES
SECTION P3009 SUBSURFACE LANDSCAPE IRRIGATION SYSTEMS <\/td>\n<\/tr>\n
542<\/td>\nSECTION P3010 REPLACEMENT OF UNDERGROUND SEWERS BY PIPE BURSTING METHODS <\/td>\n<\/tr>\n
544<\/td>\nCHAPTER 31 VENTS
SECTION P3101 VENT SYSTEMS
SECTION P3102 VENT STACKS AND STACK VENTS
SECTION P3103 VENT TERMINALS <\/td>\n<\/tr>\n
545<\/td>\nSECTION P3104 (905) VENT CONNECTIONS AND GRADES
SECTION P3105 FIXTURE VENTS
TABLE P3105.1 MAXIMUM DISTANCE OF FIXTURE TRAP FROM VENT
SECTION P3106 (910) INDIVIDUAL VENT
SECTION P3107 COMMON VENT <\/td>\n<\/tr>\n
546<\/td>\nTABLE P3107.3 COMMON VENT SIZES
SECTION P3108 WET VENTING
TABLE P3108.3 WET VENT SIZE
SECTION P3109 (913) WASTE STACK VENT <\/td>\n<\/tr>\n
547<\/td>\nTABLE P3109.4 WASTE STACK VENT SIZE
SECTION P3110 (914) CIRCUIT VENTING
SECTION P3111 COMBINATION WASTE AND VENT SYSTEM
SECTION P3112 (916) ISLAND FIXTURE VENTING
SECTION P3113 VENT PIPE SIZING <\/td>\n<\/tr>\n
548<\/td>\nTABLE P3113.4.1 SIZE AND LENGTH OF SUMP VENTS
SECTION P3114 (918) AIR ADMITTANCE VALVES <\/td>\n<\/tr>\n
550<\/td>\nCHAPTER 32 TRAPS
SECTION P3201 (1002) FIXTURE TRAPS <\/td>\n<\/tr>\n
551<\/td>\nTABLE P3201.7 SIZE OF TRAPS FOR PLUMBING FIXTURES <\/td>\n<\/tr>\n
552<\/td>\nCHAPTER 33 STORM DRAINAGE <\/td>\n<\/tr>\n
554<\/td>\nPART VIII\u2014ELECTRICAL
CHAPTER 34 GENERAL REQUIREMENTS <\/td>\n<\/tr>\n
556<\/td>\nCHAPTER 35 ELECTRICAL DEFINITIONS <\/td>\n<\/tr>\n
558<\/td>\nCHAPTER 36 SERVICES <\/td>\n<\/tr>\n
560<\/td>\nCHAPTER 37 BRANCH CIRCUIT AND FEEDER REQUIREMENTS <\/td>\n<\/tr>\n
562<\/td>\nCHAPTER 38 WIRING METHODS <\/td>\n<\/tr>\n
564<\/td>\nCHAPTER 39 POWER AND LIGHTING DISTRIBUTION <\/td>\n<\/tr>\n
566<\/td>\nCHAPTER 40 DEVICES AND LUMINAIRES <\/td>\n<\/tr>\n
568<\/td>\nCHAPTER 41 APPLIANCE INSTALLATION <\/td>\n<\/tr>\n
570<\/td>\nCHAPTER 42 SWIMMING POOLS <\/td>\n<\/tr>\n
572<\/td>\nCHAPTER 43 CLASS 2 REMOTE-CONTROL, SIGNALING AND POWER-LIMITED CIRCUITS <\/td>\n<\/tr>\n
574<\/td>\nPART IX\u2014REFERENCED STANDARDS
CHAPTER 44 REFERENCED STANDARDS
AAMA
ACI
ACCA <\/td>\n<\/tr>\n
575<\/td>\nAISI
AMCA
AMD
ANCE
ANSI <\/td>\n<\/tr>\n
577<\/td>\nAPA
APSP
ASCE\/SEI
ASHRAE <\/td>\n<\/tr>\n
578<\/td>\nASME <\/td>\n<\/tr>\n
579<\/td>\nASSE <\/td>\n<\/tr>\n
580<\/td>\nASTM <\/td>\n<\/tr>\n
589<\/td>\nAWC
AWPA
AWS
AWWA <\/td>\n<\/tr>\n
590<\/td>\nCEN
CGSB
CISPI <\/td>\n<\/tr>\n
591<\/td>\nCPA
CPSC
CSA <\/td>\n<\/tr>\n
593<\/td>\nCSSB
DASMA
DOC
DOTn
FEMA <\/td>\n<\/tr>\n
594<\/td>\nFM
GA
HPVA
IAPMO
ICC <\/td>\n<\/tr>\n
595<\/td>\nISO
MSS
NAIMA <\/td>\n<\/tr>\n
596<\/td>\nNFPA
NFRC
NSF <\/td>\n<\/tr>\n
597<\/td>\nPCA
SBCA
SMACNA
SRCC
TMS <\/td>\n<\/tr>\n
598<\/td>\nTPI
UL <\/td>\n<\/tr>\n
599<\/td>\nULC
WDMA <\/td>\n<\/tr>\n
600<\/td>\nCHAPTER 45 HIGH WIND ZONES
SECTION R4501 GENERAL
SECTION R4502 DESIGN PRESSURE FOR DOORS AND WINDOWS
TABLE R4502(a) DESIGN PRESSURES FOR DOORS AND WINDOWSa, b, c, d POSITIVE AND NEGATIVE IN PSF
TABLE R4502(b) DESIGN PRESSURES (IN PSF) GARAGE DOORSa, b, c, d, e
TABLE R4502(b)\u2014continued DESIGN PRESSURES (IN PSF) GARAGE DOORSa, b, c, d, e
SECTION R4503 FOOTINGS <\/td>\n<\/tr>\n
601<\/td>\nFIGURE R4503.1.1 ALTERNATIVE FOOTING SIZE
TABLE R4503.2.1 FOOTINGS TO RESIST UPLIFT FROM PIERS IN 140 AND 150 MPH WIND ZONES SUPPORTING GIRDERS IN EXTERIOR WALLS
SECTION R4504 WALL AND FOUNDATION ANCHORAGE <\/td>\n<\/tr>\n
602<\/td>\nTABLE R4504.2.1 WALL REINFORCEMENT BARS OR CONTINUOUS ANCHORAGE BOLTSa, b, c, d
TABLE R4504.2.1.1 ANCHOR BOLT SPACINGa
SECTION R4505 WALL CONSTRUCTION
SECTION R4506 STRUCTURAL BRACING <\/td>\n<\/tr>\n
603<\/td>\nTABLE R4505(a) STUDS IN 130, 140, AND 150 MPH ZONES Requirements for Wood Stud In: Exterior Walls Supporting One Floor, Roof and Ceiling or Less\/Exterior Nonloadbearing
\nWalls in Two Story Structure or Less\/Interior Walls Supporting One Floor, Roof and Ceiling or Less
TABLE R4505(b) EXTERIOR WALLS FOR FIRST FLOOR OF THREE STORY <\/td>\n<\/tr>\n
604<\/td>\nTABLE R4506.2 PANEL FASTENER SPACINGa
SECTION R4507 MASONRY WALL CONSTRUCTION
TABLE R4507.1 H\/T LATERAL SUPPORT RATIOS FOR UNREINFORCED EXTERIOR MASONRY WALLSa, b, d, e <\/td>\n<\/tr>\n
605<\/td>\nSECTION R4508 ROOF TIE DOWN
TABLE R4508.2 ROOF TIE DOWN REQUIREMENTS ALONG EXTERIOR WALLS
TABLE R4508.4 UPLIFT CAPACITY OF WOOD STRUCTURAL PANEL SHEATHING USED TO RESIST BOTH LATERAL LOAD AND UPLIFT <\/td>\n<\/tr>\n
606<\/td>\nFIGURE R4503.2(a) CONTINUOUS VENEER PIER\/CURTAIN WALL <\/td>\n<\/tr>\n
607<\/td>\nFIGURE R4503.2(b) CONTINUOUS VENEER PIER\/CURTAIN WALL <\/td>\n<\/tr>\n
608<\/td>\nFIGURE R4503.2(c) VENEER SHIRT WALL PIER\/CURTAIN WALL <\/td>\n<\/tr>\n
609<\/td>\nFIGURE R4503.2(d) VENEER SHIRT WALL PIER\/CURTAIN WALL <\/td>\n<\/tr>\n
610<\/td>\nFIGURE R4504.2(a) FOUNDATION WALL WITH BOND BEAM <\/td>\n<\/tr>\n
611<\/td>\nFIGURE R4504.2(b) FOUNDATION WALL WITH UPLIFT ANCHOR BOLTS FROM FOOTING TO SILL PLATE <\/td>\n<\/tr>\n
612<\/td>\nFIGURE R4504.2(c) FOUNDATION WALL WITH UPLIFT ANCHOR BOLTS CONTINUOUS FROM FOOTING TO EXTERIOR WALL FRAMING <\/td>\n<\/tr>\n
613<\/td>\nFIGURE R4504.2(d) EXTERIOR CONCRETE SLAB ON GRADE FOOTING\u2014DOUBLE SOLE PLATE
FIGURE R4504.2(e) EXTERIOR CONCRETE SLAB ON GRADE FOOTING\u2014SINGLE SOLE PLATE <\/td>\n<\/tr>\n
614<\/td>\nFIGURE R4504.2(f) GROUND SUPPORTED SLAB WITH MASONRY STEM WALL <\/td>\n<\/tr>\n
615<\/td>\nFIGURE R4506.5 GABLE ENDWALL BALLOON FRAMING PREFERRED METHOD
FIGURE R4506.7(a) OVERHANG AT ENDWALLS <\/td>\n<\/tr>\n
616<\/td>\nFIGURE R4506.7a\u2014continued OVERHANG AT ENDWALLS <\/td>\n<\/tr>\n
617<\/td>\nFIGURE R4506.7(b) GABLE END OVERHANG <\/td>\n<\/tr>\n
618<\/td>\nFIGURE R4506.7(c) GABLE END OVERHANG <\/td>\n<\/tr>\n
619<\/td>\nFIGURE R4506.8 ROOF SHEATHING ATTACHMENT PLAN <\/td>\n<\/tr>\n
620<\/td>\nFIGURE R4507.1(a) REQUIREMENTS FOR REINFORCED GROUTED MASONRY CONSTRUCTION WHERE WIND ZONES ARE 140 MPH OR GREATER <\/td>\n<\/tr>\n
621<\/td>\nFIGURE R4507.1(b) REQUIREMENTS FOR REINFORCED HOLLOW-UNIT MASONRY CONSTRUCTION WHERE WIND ZONES ARE 140 MPH OR GREATER <\/td>\n<\/tr>\n
622<\/td>\nFIGURE R4508.3 ROOF RAFTER\/TRUSS ANCHORAGE <\/td>\n<\/tr>\n
623<\/td>\nFIGURE R4508.4(a) TWO STORY WALL SECTION\u2014PANEL ATTACHMENT <\/td>\n<\/tr>\n
624<\/td>\nFIGURE R4508.4(b) PANEL ATTACHMENT TO COUNTER UPLIFT HORIZONTAL OR VERTICAL <\/td>\n<\/tr>\n
626<\/td>\nCHAPTER 46 COASTAL AND FLOOD PLAIN CONSTRUCTION STANDARDS
SECTION R4601 PURPOSE, APPLICATION AND SCOPE
SECTION R4602 DEFINITIONS
SECTION R4603 PILING STANDARDS <\/td>\n<\/tr>\n
627<\/td>\nFIGURE R4603.6(a) PILING NOTCHED LESS THAN 50%
FIGURE R4603.6(b) TOP MOUNTED GIRDER
FIGURE R4603.6(c) PILING NOTCHED MORE THAN 50%
SECTION R4604 ELEVATION STANDARDS <\/td>\n<\/tr>\n
628<\/td>\nFIGURE R4603.6(d) CORNER PILE CONNECTION
FIGURE R4603.6(e) ELEVATIONS (SHOWING POSSIBLE ARRANGEMENT OF X-BRACING IN LINE) (G AND H SIMILAR) <\/td>\n<\/tr>\n
629<\/td>\nSECTION R4605 CONSTRUCTION MATERIALS AND METHODS STANDARDS
TABLE R4605.5a CORROSION RESISTANCE <\/td>\n<\/tr>\n
630<\/td>\nAPPENDIX A SIZING AND CAPACITIES OF GAS PIPING
A.1 GENERAL PIPING CONSIDERATIONS
A.2 DESCRIPTION OF TABLES <\/td>\n<\/tr>\n
631<\/td>\nTABLE A.2.2 EQUIVALENT LENGTHS OF PIPE FITTINGS AND VALVES <\/td>\n<\/tr>\n
632<\/td>\nTABLE A.2.2\u2014continued EQUIVALENT LENGTHS OF PIPE FITTINGS AND VALVES <\/td>\n<\/tr>\n
633<\/td>\nTABLE A.2.4 MULTIPLIERS TO BE USED WITH TABLES 402.4(1) THROUGH 402.4(22) WHERE THE SPECIFIC GRAVITY OF THE GAS IS OTHER THAN 0.60
A.3 USE OF CAPACITY TABLES <\/td>\n<\/tr>\n
635<\/td>\nTABLE 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 <\/td>\n<\/tr>\n
636<\/td>\nA.5 PIPE AND TUBE DIAMETERS
TABLE A.5.1 SCHEDULE 40 STEEL PIPE STANDARD SIZES
TABLE A.5.2 COPPER TUBE STANDARD SIZES
A.6 EXAMPLES OF PIPING SYSTEM DESIGN AND SIZING <\/td>\n<\/tr>\n
637<\/td>\nFIGURE A.6.1 PIPING PLAN SHOWING A STEEL PIPING SYSTEM
FIGURE A.6.2 PIPING PLAN SHOWING A CSST SYSTEM <\/td>\n<\/tr>\n
638<\/td>\nFIGURE A.6.3 PIPING PLAN SHOWING A COPPER TUBING SYSTEM <\/td>\n<\/tr>\n
639<\/td>\nFIGURE A.6.4 PIPING PLAN SHOWING A MODIFICATION TO EXISTING PIPING SYSTEM <\/td>\n<\/tr>\n
642<\/td>\nAPPENDIX 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
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 <\/td>\n<\/tr>\n
643<\/td>\nFIGURE B-3 VENT SYSTEM SERVING A SINGLE APPLIANCE WITH A MASONRY CHIMNEY OF TYPE B DOUBLE-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-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 <\/td>\n<\/tr>\n
644<\/td>\nFIGURE 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-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 <\/td>\n<\/tr>\n
645<\/td>\nFIGURE B-11 USE OF MANIFOLD COMMON VENT CONNECTOR
FIGURE B-12 USE OF OFFSET COMMON VENT
FIGURE B-13 MULTISTORY GAS VENT DESIGN PROCEDURE FOR EACH SEGMENT OF SYSTEM
FIGURE B-14 MULTISTORY VENT SYSTEMS <\/td>\n<\/tr>\n
646<\/td>\nFIGURE B-15 (EXAMPLE 1) SINGLE DRAFT-HOOD-EQUIPPED APPLIANCE
FIGURE B-16 (EXAMPLE 2) SINGLE FAN-ASSISTED APPLIANCE <\/td>\n<\/tr>\n
647<\/td>\nEXAMPLES USING COMMON VENTING TABLES
FIGURE B-17 (EXAMPLE 4) COMMON VENTING TWO DRAFT-HOOD-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 <\/td>\n<\/tr>\n
649<\/td>\nTABLE B-1 MASONRY CHIMNEY LINER DIMENSIONS WITH CIRCULAR EQUIVALENTSa <\/td>\n<\/tr>\n
650<\/td>\nFIGURE B-19 <\/td>\n<\/tr>\n
652<\/td>\nAPPENDIX C EXIT TERMINALS OF MECHANICAL DRAFT AND DIRECT-VENT VENTING SYSTEMS
FIGURE APPENDIX C EXIT TERMINALS OF MECHANICAL DRAFT AND DIRECT-VENT VENTING SYSTEMS <\/td>\n<\/tr>\n
654<\/td>\nAPPENDIX D RECOMMENDED PROCEDURE FOR SAFETY INSPECTION OF AN EXISTING APPLIANCE INSTALLATION <\/td>\n<\/tr>\n
656<\/td>\nAPPENDIX E (E-1 THROUGH E-4) RESIDENTIAL REQUIREMENTS FOR ENERGY CONSERVATION
APPENDIX E-1
FIGURE ENERGY EFFICIENCY CERTIFICATE (N1101.14) <\/td>\n<\/tr>\n
657<\/td>\nAPPENDIX E-2 INSULATION AND AIR SEALING DETAILS
APPENDIX E-2.1
FIGURE CEILING WITH ATTIC SPACE <\/td>\n<\/tr>\n
658<\/td>\nAPPENDIX E-2.2
FIGURE CLOASED CRAWL SPACE WALLS <\/td>\n<\/tr>\n
659<\/td>\nAPPENDIX E-2.3
FIGURE FRAMED CAVITY WALLS – TUBS
FIGURE FRAMED CAVITY WALLS – SHOWERS <\/td>\n<\/tr>\n
660<\/td>\nFIGURE FRAMED CAVITY WALLS – STAIRS
FIGURE FRAMED CAVITY WALLS – STAIRS <\/td>\n<\/tr>\n
661<\/td>\nFIGURE FRAMED CAVITY WALL – DIRECT VENT GAS FIREPLACE <\/td>\n<\/tr>\n
662<\/td>\nFIGURE FRAMED CAVITY WALLS – WALLS THAT ADJOIN ATTIC SPACES <\/td>\n<\/tr>\n
663<\/td>\nFIGURE FRAMED CAVITY WALLS – WALLS THAT ADJOIN ATTIC SPACES
APPENDIX E-2.4
FIGURE BUILDING THERMAL ENVELOPE – BLOCK AND SEAL FLOOR\/CEILING SYSTEMS <\/td>\n<\/tr>\n
664<\/td>\nFIGURE BUILDING THERMAL ENVELOPE – BLOCK AND SEAL FLOOR\/CEILING SYSTEMS
FIGURE BUILDING THERMAL ENVELOPE – BLOCK AND SEAL FLOOR\/CEILING SYSTEMS <\/td>\n<\/tr>\n
665<\/td>\nFIGURE BUILDING THERMAL ENVELOPE – CAP AND SEAL SHAFTS AND CHASES <\/td>\n<\/tr>\n
666<\/td>\nFIGURE BUILDING THERNAL ENVELOPE – CAP AND SEAL SOFFIT OR DROPPED CEILING <\/td>\n<\/tr>\n
667<\/td>\nFIGURE BUILDING THERNAL ENVELOPE – SEAL HVAC BOOT PENETRATION – FLOOR
FIGURE BUILDING THERMAL ENVELOPE – SEAL HVAC BOOT PENETRATION – CEILING <\/td>\n<\/tr>\n
668<\/td>\nFIGURE BUILDING THERNAL ENVELOPE – SEALED EXTERIOR AIR BARRIER WITH HOUSEWRAP
FIGURE BUILDING THERMAL ENVELOPE – SEALED EXTERIOR AIR BARRIER WITH SHEATHING <\/td>\n<\/tr>\n
669<\/td>\nFIGURE VISUAL INSPECTION OPTION – SEAL CEILING MECHANICAL BOX PENETRATIONS
FIGURE VISUAL INSPECTION OPTION – SEAL CEILING ELECTRICAL BOX PENETRATIONS <\/td>\n<\/tr>\n
670<\/td>\nAPPENDIX E-3: SAMPLE WORKSHEETS FOR RESIDENTIAL AIR AND DUCT LEAKAGE TESTING
APPENDIX E-3A AIR SEALING: VISUAL INSPECTION OPTION (Section N1102.4.2.1)
SAMPLE WORKSHEET
TABLE N1102.4.2 AIR BARRIER INSPECTION <\/td>\n<\/tr>\n
671<\/td>\nAPPENDIX E-3B AIR SEALING: TESTING OPTION (SECTION N1102.4.2.2)
SAMPLE WORKSHEET <\/td>\n<\/tr>\n
672<\/td>\nAPPENDIX E-3C DUCT SEALING. DUCT AIR LEAKAGE TEST (SECTION N1103.2.2 & SECTION N1103.3.3)
SAMPLE WORKSHEET <\/td>\n<\/tr>\n
674<\/td>\nAPPENDIX E-4 ADDITIONAL VOLUNTARY CRITERIA FOR INCREASING ENERGY EFFICIENCY (High Efficiency Residential Option)
TABLE E-4 A INSULATION AND FENESTRATION REQUIREMENTS BY COMPONENTa
TABLE E-4B EQUIVALENT U-FACTORSa <\/td>\n<\/tr>\n
676<\/td>\nTABLE E-4C: SAMPLE CONFIRMATION FORM FOR ADDITIONAL VOLUNTARY CRITERIA FOR INCREASING ENERGY EFFICIENCY (High Efficiency Residential Option) <\/td>\n<\/tr>\n
677<\/td>\nE-4D: SAMPLE WORKSHEETS FOR RESIDENTIAL AIR AND DUCT LEAKAGE TESTING
E-4D.1 AIR SEALING: TESTING (Section N1102.4.2.2)
SAMPLE WORKSHEET FOR ALTERNATIVE RESIDENTIAL ENERGY CODE FOR HIGHER EFFICIENCY <\/td>\n<\/tr>\n
678<\/td>\nE-4D.2 DUCT SEALING. DUCT AIR LEAKAGE TEST (Section N1103.3.3) <\/td>\n<\/tr>\n
679<\/td>\nSAMPLE WORKSHEET FOR ALTERNATIVE RESIDENTIAL ENERGY CODE FOR HIGHER EFFICIENCY <\/td>\n<\/tr>\n
680<\/td>\nAPPENDIX F RADON CONTROL METHODS <\/td>\n<\/tr>\n
682<\/td>\nAPPENDIX G PIPING STANDARDS FOR VARIOUS APPLICATIONS
SECTION AG101 PLASTIC PIPING STANDARDS
TABLE AG101.1 PLASTIC PIPING STANDARDS FOR VARIOUS APPLICATIONSa <\/td>\n<\/tr>\n
683<\/td>\nTABLE AG101.1\u2014continued PLASTIC PIPING STANDARDS FOR VARIOUS APPLICATIONSa <\/td>\n<\/tr>\n
684<\/td>\nTABLE AG101.1\u2014continued PLASTIC PIPING STANDARDS FOR VARIOUS APPLICATI <\/td>\n<\/tr>\n
685<\/td>\nSECTION AG102 REFERENCED STANDARDS <\/td>\n<\/tr>\n
686<\/td>\nAPPENDIX H PATIO COVERS <\/td>\n<\/tr>\n
688<\/td>\nAPPENDIX I PRIVATE SEWAGE DISPOSAL <\/td>\n<\/tr>\n
690<\/td>\nAPPENDIX J EXISTING BUILDINGS AND STRUCTURES <\/td>\n<\/tr>\n
692<\/td>\nAPPENDIX K SOUND TRANSMISSION
SECTION AK101 GENERAL
SECTION AK102 AIR-BORNE SOUND
SECTION AK103 STRUCTURAL-BORNE SOUND
SECTION AK104 REFERENCED STANDARDS <\/td>\n<\/tr>\n
694<\/td>\nAPPENDIX L PERMIT FEES <\/td>\n<\/tr>\n
696<\/td>\nAPPENDIX M WOOD DECKS
SECTION AM101 GENERAL
SECTION AM102 FOOTINGS
FIGURE AM102.1(1) SUPPORT POST FOOTING
TABLE AM102.1 FOOTING TABLEa, b, c <\/td>\n<\/tr>\n
697<\/td>\nFIGURE AM102.1(2) CALCULATED TRIBUTARY AREA
SECTION AM103 FLASHING
SECTION AM104 DECK ATTACHMENT
SECTION AM105 GIRDER SUPPORT AND SPAN <\/td>\n<\/tr>\n
698<\/td>\nFIGURE AM103.1 FLASHING FOR DECK ATTACHED TO STRUCTURE
TABLE AM104.1(1) DECK ATTACHMENT FOR ALL STRUCTURES EXCEPT BRICK VENEER
TABLE AM104.1(2) DECK ATTACHMENT FOR BRICK VENEER STRUCTURES <\/td>\n<\/tr>\n
699<\/td>\nFIGURE AM105.1(1) TOP MOUNT\/FLUSH GIRDER
FIGURE AM105.1(2) SIDE MOUNT DROPPED GIRDER
FIGURE AM105.1(3) SPLIT GIRDER
FIGURE AM105.1(4) CANTILIEVERED DROPPED GIRDER
SECTION AM106 JOIST SPANS AND CANTILE <\/td>\n<\/tr>\n
700<\/td>\nTABLE AM105.2 DECK GIRDER SPAN LENGTHSa, b (feet \u2013 inches)
FIGURE AM105.2 TYPICAL DECK GIRDER SPANS <\/td>\n<\/tr>\n
701<\/td>\nTABLE AM106.1 DECK JOIST SPANS FOR COMMON LUMBER SPECIESf (feet \u2013 inches)
FIGURE AM106.1 TYPICAL DECK JOIST SPANS <\/td>\n<\/tr>\n
702<\/td>\nSECTION AM107 FLOOR DECKING
TABLE AM107.1 FLOOR DECKING THICKNESS
SECTION AM108 POST HEIGHT
TABLE AM108.1 DECK SUPPORT POST HEIGHT
SECTION AM109 DECK BRACING
TABLE AM109.1 POST EMEBEDMENT FOR FREE STANDING DECKS
FIGURE AM109.1(1) NO LATERAL BRACING
FIGURE AM109.1(2) KNEE BRACING <\/td>\n<\/tr>\n
703<\/td>\nFIGURE AM109.1(3) POST EMBEDMENT
FIGURE AM109.1(4) CROSS BRACING
SECTION AM110 STAIRS
FIGURE AM110.1 STAIR STRINGER <\/td>\n<\/tr>\n
704<\/td>\nSECTION AM111 HANDRAILS, GUARDS AND GENERAL
FIGURE AM111.1 DECK CONSTRUCTION <\/td>\n<\/tr>\n
705<\/td>\nSECTION AM112 WALKWAYS IN OCEAN HAZARD AR
FIGURE AM112.1 WALKWAYS OVER DUNES OR BERMS IN OCEAN HAZARD AREAS <\/td>\n<\/tr>\n
706<\/td>\nAPPENDIX N VENTING METHODS
FIGURE N1 TYPICAL SINGLE-BATH WET-VENT ARRANGEMENTS <\/td>\n<\/tr>\n
707<\/td>\nFIGURE N2 TYPICAL DOUBLE-BATH WET-VENT ARRANGEMENTS <\/td>\n<\/tr>\n
708<\/td>\nFIGURE N3 TYPICAL HORIZONTAL WET VENTING <\/td>\n<\/tr>\n
709<\/td>\nFIGURE N4 TYPICAL METHODS OF WET VENTING <\/td>\n<\/tr>\n
710<\/td>\nFIGURE N5 SINGLE STACK SYSTEM FOR A TWO-STORY DWELLING <\/td>\n<\/tr>\n
711<\/td>\nFIGURE N6 WASTE STACK VENTING
FIGURE N7 CIRCUIT VENT WITH ADDITIONAL NONCIRCUIT-VENTED BRANCH <\/td>\n<\/tr>\n
712<\/td>\nAPPENDIX O FOAM PLASTIC DIAGRAMS
FIGURE O-1 FOUNDATION WALL <\/td>\n<\/tr>\n
713<\/td>\nFIGURE O-2 BASEMENT WALL <\/td>\n<\/tr>\n
714<\/td>\nFIGURE O-3 FRAME WALL <\/td>\n<\/tr>\n
715<\/td>\nFIGURE O-4 FRAME WALL <\/td>\n<\/tr>\n
716<\/td>\nFIGURE O-5 FRAME WALL <\/td>\n<\/tr>\n
718<\/td>\nAPPENDIX P SIZING OF WATER PIPING SYSTEM
SECTION AP101 GENERAL
SECTION AP102 INFORMATION REQUIRED
SECTION AP103 SELECTION OF PIPE SIZE <\/td>\n<\/tr>\n
722<\/td>\nTABLE AP.1
TABLE AP.2 <\/td>\n<\/tr>\n
723<\/td>\nFIGURE AP103.3(1) EXAMPLE\u2014SIZING <\/td>\n<\/tr>\n
724<\/td>\nTABLE AP103.3(1) RECOMMENDED TABULAR ARRANGEMENT FOR USE IN SOLVING PIPE SIZING PROBLEMS <\/td>\n<\/tr>\n
725<\/td>\nTABLE AP103.3(2) LOAD VALUES ASSIGNED TO FIXTURESa <\/td>\n<\/tr>\n
726<\/td>\nTABLE AP103.3(3) TABLE FOR ESTIMATING DEMAND <\/td>\n<\/tr>\n
727<\/td>\nTABLE 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) <\/td>\n<\/tr>\n
728<\/td>\nTABLE 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) <\/td>\n<\/tr>\n
729<\/td>\nFIGURE AP103.3(2) FRICTION LOSS IN SMOOTH PIPEa (TYPE K, ASTM B 88 COPPER TUBING) <\/td>\n<\/tr>\n
730<\/td>\nFIGURE AP103.3(3) FRICTION LOSS IN SMOOTH PIPEa (TYPE L, ASTM B 88 COPPER TUBING) <\/td>\n<\/tr>\n
731<\/td>\nFIGURE AP103.3(4) FRICTION LOSS IN SMOOTH PIPEa (TYPE M, ASTM B 88 COPPER TUBING) <\/td>\n<\/tr>\n
732<\/td>\nFIGURE AP103.3(5) FRICTION LOSS IN FAIRLY SMOOTH PIPEa <\/td>\n<\/tr>\n
733<\/td>\nFIGURE AP103.3(6) FRICTION LOSS IN FAIRLY ROUGH PIPEa <\/td>\n<\/tr>\n
734<\/td>\nFIGURE AP103.3(7) FRICTION LOSS IN ROUGH PIPEa <\/td>\n<\/tr>\n
735<\/td>\nSECTION AP201 SELECTION OF PIPE SIZE <\/td>\n<\/tr>\n
736<\/td>\nTABLE AP201.1 MINIMUM SIZE OF WATER METERS, MAINS AND DISTRIBUTION PIPING BASED ON WATER SUPPLY FIXTURE UNIT VALUES (w.s.f.u.) <\/td>\n<\/tr>\n
737<\/td>\nTABLE AP201.1\u2014continued MINIMUM SIZE OF WATER METERS, MAINS AND DISTRIBUTION PIPING BASED ON WATER SUPPLY FIXTURE UNIT VALUES (w.s.f.u.) <\/td>\n<\/tr>\n
738<\/td>\nAPPENDIX Q DISCONTINUOUS FOOTINGS
FIGURE DISCONTINUOUS FOOTING DETAIL FOR GARAGE OR PORCH WALLS FOUNDATION WALL EXTENSION DETAIL <\/td>\n<\/tr>\n
739<\/td>\nFIGURE DISCONTINUOUS FOOTING DETAIL FOR GARAGE OR PORCH WALLS PILASTER DETAIL <\/td>\n<\/tr>\n
740<\/td>\nAPPENDIX R LIGHT STRAW-CLAY CONSTRUCTION <\/td>\n<\/tr>\n
742<\/td>\nAPPENDIX S STRAWBALE CONSTRUCTION <\/td>\n<\/tr>\n
744<\/td>\nAPPENDIX T RECOMMENDED PROCEDURE FOR WORST-CASE TESTING OF ATMOSPHERIC VENTING SYSTEMS UNDER N1102.4 OR N1105 CONDITIONS \u2264 5ACH50 <\/td>\n<\/tr>\n
746<\/td>\nAPPENDIX U SOLAR-READY PROVISIONS\u2014DETACHED ONE- AND TWO-FAMILY DWELLINGS, MULTIPLE SINGLE-FAMILY DWELLINGS (TOWNHOUSES) <\/td>\n<\/tr>\n
748<\/td>\nAPPENDIX V SWIMMING POOLS, SPAS AND HOT TUBS
SECTION AV101 GENERAL
SECTION AV102 DEFINITIONS
SECTION AV103 SWIMMING POOLS
SECTION AV104 SPAS AND HOT TUBS
SECTION AV105 BARRIER REQUIREMENTS <\/td>\n<\/tr>\n
750<\/td>\nSECTION AV106 ENTRAPMENT PROTECTION FOR SWIMMING POOL AND SPA SUCTION OUTLETS
SECTION AV107 ABBREVIATIONS
SECTION AV108 STANDARDS <\/td>\n<\/tr>\n
752<\/td>\nAPPENDIX W BASIC LOAD ESTIMATING
FIGURE HOUSE PLANS <\/td>\n<\/tr>\n
753<\/td>\nEXAMPLE OF LOAD ESTIMATING LOAD ON BEAM IN FAMILY ROOM
EXAMPLE OF LOAD ESTIMATING LOAD ON BEAM IN NOOK AREA <\/td>\n<\/tr>\n
754<\/td>\nTABLE W-1 WOOD BEAMS AND GIRDERS ALLOWABLE LOADS IN POUNDS PER LINEAR FOOT <\/td>\n<\/tr>\n
755<\/td>\nTABLE W-1\u2014continued WOOD BEAMS AND GIRDERS ALLOWABLE LOADS IN POUNDS PER LINEAR FOOT
TABLE W-2 FLITCH PLATE BEAM ALLOWABLE LOADS IN POUNDS PER LINEAR FOOT <\/td>\n<\/tr>\n
756<\/td>\nTABLE W-2\u2014continued FLITCH PLATE BEAM ALLOWABLE LOADS IN POUNDS PER LINEAR FOOT <\/td>\n<\/tr>\n
757<\/td>\nTABLE W-2\u2014continued FLITCH PLATE BEAM ALLOWABLE LOADS IN POUNDS PER LINEAR FOOT <\/td>\n<\/tr>\n
758<\/td>\nINDEX <\/td>\n<\/tr>\n
772<\/td>\nDISCOVER THE ICC ASSESSMENT CENTER, FEATURING PRONTO\u2122 <\/td>\n<\/tr>\n
773<\/td>\nHELPFUL TOOLS FOR YOUR RESIDENTIAL CODE <\/td>\n<\/tr>\n<\/table>\n","protected":false},"excerpt":{"rendered":"

North Carolina State Building Code: Residential Code 2018<\/b><\/p>\n\n\n\n\n
Published By<\/td>\nPublication Date<\/td>\nNumber of Pages<\/td>\n<\/tr>\n
NC<\/b><\/a><\/td>\n2018<\/td>\n773<\/td>\n<\/tr>\n<\/tbody>\n<\/table>\n","protected":false},"featured_media":186238,"template":"","meta":{"rank_math_lock_modified_date":false,"ep_exclude_from_search":false},"product_cat":[2728],"product_tag":[],"class_list":{"0":"post-186237","1":"product","2":"type-product","3":"status-publish","4":"has-post-thumbnail","6":"product_cat-nc","8":"first","9":"instock","10":"sold-individually","11":"shipping-taxable","12":"purchasable","13":"product-type-simple"},"_links":{"self":[{"href":"https:\/\/pdfstandards.shop\/wp-json\/wp\/v2\/product\/186237","targetHints":{"allow":["GET"]}}],"collection":[{"href":"https:\/\/pdfstandards.shop\/wp-json\/wp\/v2\/product"}],"about":[{"href":"https:\/\/pdfstandards.shop\/wp-json\/wp\/v2\/types\/product"}],"wp:featuredmedia":[{"embeddable":true,"href":"https:\/\/pdfstandards.shop\/wp-json\/wp\/v2\/media\/186238"}],"wp:attachment":[{"href":"https:\/\/pdfstandards.shop\/wp-json\/wp\/v2\/media?parent=186237"}],"wp:term":[{"taxonomy":"product_cat","embeddable":true,"href":"https:\/\/pdfstandards.shop\/wp-json\/wp\/v2\/product_cat?post=186237"},{"taxonomy":"product_tag","embeddable":true,"href":"https:\/\/pdfstandards.shop\/wp-json\/wp\/v2\/product_tag?post=186237"}],"curies":[{"name":"wp","href":"https:\/\/api.w.org\/{rel}","templated":true}]}}