{"id":48378,"date":"2024-10-17T07:57:05","date_gmt":"2024-10-17T07:57:05","guid":{"rendered":"https:\/\/pdfstandards.shop\/product\/uncategorized\/ny-residentialcode-07-2007\/"},"modified":"2024-10-24T16:22:28","modified_gmt":"2024-10-24T16:22:28","slug":"ny-residentialcode-07-2007","status":"publish","type":"product","link":"https:\/\/pdfstandards.shop\/product\/publishers\/ny\/ny-residentialcode-07-2007\/","title":{"rendered":"NY ResidentialCode 07 2007"},"content":{"rendered":"

Based on the 2003 International Residential Code<\/i>\u00ae, This code has been updated to reflect the latest technological advances in building design and construction. This code also contains plumbing, mechanical and fuel gas provisions that coordinate with the Plumbing Code, Mechanical Code <\/i>and Fuel Gas Code<\/i>.<\/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
PDF Pages<\/th>\nPDF Title<\/th>\n<\/tr>\n
1<\/td>\nRESIDENTIAL CODE OF NEW YORK STATE 2007 <\/td>\n<\/tr>\n
2<\/td>\nCOPYRIGHT \u00a9 2007 <\/td>\n<\/tr>\n
3<\/td>\nACKNOWLEDGMENTS <\/td>\n<\/tr>\n
5<\/td>\nTABLE OF CONTENTS <\/td>\n<\/tr>\n
13<\/td>\nPART I \u2014 ADMINISTRATIVE
CHAPTER 1 GENERAL REQUIREMENTS
SECTION R101 TITLE, SCOPE AND PURPOSE
SECTION R102 APPLICABILITY
SECTION R103 MATERIALS, EQUIPMENT AND METHODS OF CONSTRUCTION <\/td>\n<\/tr>\n
14<\/td>\nSECTION R104 SERVICE UTILITIES
SECTION R105 ADMINISTRATION AND ENFORCEMENT <\/td>\n<\/tr>\n
15<\/td>\nPART II – DEFINITIONS
CHAPTER 2 DEFINITIONS
SECTION R201 GENERAL
SECTION R202 DEFINITIONS <\/td>\n<\/tr>\n
35<\/td>\nPART III – BUILDING PLANNING AND CONSTRUCTION
CHAPTER 3 BUILDING PLANNING
SECTION R301 DESIGN CRITERIA <\/td>\n<\/tr>\n
36<\/td>\nTABLE R301.2(1) CLIMATIC AND GEOGRAPHIC DESIGN CRITERIA <\/td>\n<\/tr>\n
37<\/td>\nFIGURE R301.2(1) COMPONENT AND CLADDING PRESSURE ZONES <\/td>\n<\/tr>\n
38<\/td>\nTABLE R301.2(2) COMPONENT AND CLADDING LOADS FOR A BUILDING WITH A MEAN ROOF HEIGHT OF 30 FEET LOCATED IN EXPOSURE B (psf) <\/td>\n<\/tr>\n
39<\/td>\nTABLE R301.2(3) HEIGHT AND EXPOSURE ADJUSTMENT COEFFICIENTS FOR TABLE R301.2(2)
TABLE R301.2.1.2 WINDBORNE DEBRIS PROTECTION FASTENING SCHEDULE FOR WOOD STRUCTURAL PANELSa,b,c <\/td>\n<\/tr>\n
40<\/td>\nFIGURE R301.2(2) SEISMIC DESIGN CATEGORIES – SITE CLASS D <\/td>\n<\/tr>\n
41<\/td>\nFIGURE R301.2(3) WEATHERING PROBABILITY MAP FOR CONCRETE <\/td>\n<\/tr>\n
42<\/td>\nFIGURE R301.2(4) BASIC WIND SPEEDS FOR 50-YEAR MEAN RECURRENCE INTERVAL <\/td>\n<\/tr>\n
43<\/td>\nFIGURE R301.2(5) GROUND SNOW LOADS, Pg FOR NEW YORK STATE <\/td>\n<\/tr>\n
44<\/td>\nFIGURE R301.2(6) TERMITE INFESTATION PROBABILITY MAP <\/td>\n<\/tr>\n
45<\/td>\nFIGURE R301.2(7) DECAY PROBABILITY MAP <\/td>\n<\/tr>\n
46<\/td>\nTABLE R301.2.1.3 EQUIVALENT BASIC WIND SPEEDSa
TABLE R301.2.2.1.1 SEISMIC DESIGN CATEGORY DETERMINATION <\/td>\n<\/tr>\n
47<\/td>\nTABLE R301.2.2.2.1 WALL BRACING ADJUSTMENT FACTORS BY ROOF COVERING DEAD LOADa <\/td>\n<\/tr>\n
49<\/td>\nTABLE R301.5 MINIMUM UNIFORMLY DISTRIBUTED LIVE LOADS (in pounds per square foot)
TABLE R301.6 MINIMUM ROOF LIVE LOADS IN POUNDS-FORCE PER SQUARE FOOT OF HORIZONTAL PROJECTION
TABLE R301.7ALLOWABLE DEFLECTION OF STRUCTURAL MEMBERSa,b,c <\/td>\n<\/tr>\n
50<\/td>\nSECTION R302 LOCATION ON LOT
SECTION R303 LIGHT, VENTILATION AND HEATING <\/td>\n<\/tr>\n
51<\/td>\nSECTION R304 MINIMUM ROOM AREAS
SECTION R305 CEILING HEIGHT <\/td>\n<\/tr>\n
52<\/td>\nSECTION R306 SANITATION
SECTION R307 TOILET, BATH AND SHOWER SPACES
FIGURE R307.2 MINIMUM FIXTURE CLEARANCES <\/td>\n<\/tr>\n
53<\/td>\nSECTION R308 GLAZING
TABLE R308.3 MINIMUM CATEGORY CLASSIFICATION OF GLAZING <\/td>\n<\/tr>\n
55<\/td>\nSECTION R309 GARAGES AND CARPORTS
SECTION R310 EMERGENCY ESCAPE AND RESCUE OPENINGS <\/td>\n<\/tr>\n
56<\/td>\nSECTION R311 MEANS OF EGRESS <\/td>\n<\/tr>\n
58<\/td>\nSECTION R312 GUARDS
SECTION R313 SMOKE ALARMS, AUTOMATIC SPRINKLER SYSTEMS AND CARBON MONOXIDE ALARMS <\/td>\n<\/tr>\n
59<\/td>\nSECTION R314 FOAM PLASTIC <\/td>\n<\/tr>\n
60<\/td>\n[B] SECTION R315 FLAME SPREAD AND SMOKE DENSITY
[B] SECTION R316 INSULATION <\/td>\n<\/tr>\n
61<\/td>\nSECTION R317 DWELLING UNIT SEPARATION <\/td>\n<\/tr>\n
62<\/td>\nSECTION R318 MOISTURE VAPOR RETARDERS
SECTION R319 PROTECTION AGAINST DECAY <\/td>\n<\/tr>\n
63<\/td>\nSECTION R320 PROTECTION AGAINST TERMITES <\/td>\n<\/tr>\n
64<\/td>\n[F] SECTION R321 SITE ADDRESS
[B] SECTION R322 ACCESSIBILITY
SECTION R323 FLOOD-RESISTANT CONSTRUCTION <\/td>\n<\/tr>\n
67<\/td>\nCHAPTER 4 FOUNDATIONS
SECTION R401 GENERAL
TABLE R401.4.1 PRESUMPTIVE LOAD\u2013BEARING VALUES OF FOUNDATION MATERIALSa
SECTION R402 MATERIALS <\/td>\n<\/tr>\n
68<\/td>\nTABLE R402.2 MINIMUM SPECIFIED COMPRESSIVE STRENGTH OF CONCRETE
SECTION R403 FOOTINGS
TABLE R403.1 MINIMUM WIDTH OF CONCRETE OR MASONRY FOOTINGS (inches)a <\/td>\n<\/tr>\n
69<\/td>\nFIGURE R403.1(1) CONCRETE AND MASONRY FOUNDATION DETAILS <\/td>\n<\/tr>\n
70<\/td>\nFIGURE R403.1(2) PERMANENT WOOD FOUNDATION BASEMENT WALL SECTION <\/td>\n<\/tr>\n
71<\/td>\nFIGURE R403.1(3) PERMANENT WOOD FOUNDATION CRAWL SPACE SECTION <\/td>\n<\/tr>\n
72<\/td>\nFIGURE R403.1.5 STEPPED FOOTING <\/td>\n<\/tr>\n
73<\/td>\nFIGURE R403.1.7.1 FOUNDATION CLEARANCE FROM SLOPES <\/td>\n<\/tr>\n
75<\/td>\nFIGURE R403.3(1) INSULATION PLACEMENT FOR FROST-PROTECTED FOOTINGS IN HEATED BUILDINGS
SECTION R404 FOUNDATION WALLS <\/td>\n<\/tr>\n
76<\/td>\nFIGURE R403.3(3) INSULATION PLACEMENT FOR FROST-PROTECTED FOOTINGS ADJACENT TO UNHEATED SLAB-ON-GROUND STRUCTURE <\/td>\n<\/tr>\n
77<\/td>\nTABLE R403.3 MINIMUM INSULATION REQUIREMENTS FOR FROST-PROTECTED FOOTINGS IN HEATED BUILDINGSa <\/td>\n<\/tr>\n
78<\/td>\nTABLE R403.3(1) AIR FREEZING INDEX (BASE 32 FAHRENHEIT) RETURN PERIOD OF 100 YEAR (99% probability) <\/td>\n<\/tr>\n
79<\/td>\nFIGURE R403.3(4)INSULATION PLACEMENT FOR FROST-PROTECTEDFOOTINGS ADJACENT TO HEATED STRUCTURE <\/td>\n<\/tr>\n
80<\/td>\nTABLE R404.1.1(1) PLAIN CONCRETE AND PLAIN MASONRY FOUNDATION WALLS <\/td>\n<\/tr>\n
81<\/td>\nTABLE R404.1.1(2) REINFORCED CONCRETE AND MASONRYa FOUNDATION WALLS
TABLE R404.1.1(3) REINFORCED CONCRETE AND MASONRYa FOUNDATION WALLS <\/td>\n<\/tr>\n
82<\/td>\nTABLE R404.1.1(4) REINFORCED CONCRETE AND MASONRYa FOUNDATION WALLS <\/td>\n<\/tr>\n
83<\/td>\nFIGURE R404.1.5(1) FOUNDATION WALL CLAY MASONRY CURTAIN WALL WITH CONCRETE MASONRY PIERS <\/td>\n<\/tr>\n
84<\/td>\nTABLE R404.2.3 PLYWOOD GRADE AND THICKNESS FOR WOOD FOUNDATION CONSTRUCTION (30 pcf equivalent-fluid weight soil pressure) <\/td>\n<\/tr>\n
85<\/td>\nTABLE R404.4(1) 5.5-INCH THICK FLAT ICF FOUNDATION WALLSa,b,c,d <\/td>\n<\/tr>\n
86<\/td>\nTABLE R404.4(2) 7.5-INCH THICK FLAT ICF FOUNDATION WALLSa, b, c, d, e
TABLE R404.4(3) 9.5-INCH THICK FLAT ICF FOUNDATION WALLSa, b, c, d, e <\/td>\n<\/tr>\n
87<\/td>\nTABLE R404.4(4) WAFFLE GRID ICF FOUNDATION WALLSa, b, c, d, e <\/td>\n<\/tr>\n
88<\/td>\nTABLE R404.4(5)SCREEN-GRID ICF FOUNDATION WALLSa, b c, d, e <\/td>\n<\/tr>\n
89<\/td>\nSECTION R405 FOUNDATION DRAINAGE
SECTION R406 FOUNDATION WATERPROOFINGAND DAMPPROOFING <\/td>\n<\/tr>\n
90<\/td>\nTABLE R405.1 PROPERTIES OF SOILS CLASSIFIED ACCORDING TO THE UNIFIED SOIL CLASSIFICATION SYSTEM
SECTION R407 COLUMNS <\/td>\n<\/tr>\n
91<\/td>\nSECTION R408 UNDER-FLOOR SPACE <\/td>\n<\/tr>\n
93<\/td>\nCHAPTER 5 FLOORS
SECTION R501 GENERAL
SECTION R502 WOOD FLOOR FRAMING <\/td>\n<\/tr>\n
94<\/td>\nFIGURE R502.2 FLOOR CONSTRUCTION <\/td>\n<\/tr>\n
95<\/td>\nTABLE R502.3.1(1) FLOOR JOIST SPANS FOR COMMON LUMBER SPECIES (Residential sleeping areas, live load = 30 psf, L\/\u00ce\u201d = 360) <\/td>\n<\/tr>\n
96<\/td>\nTABLE R502.3.1(2) FLOOR JOIST SPANS FOR COMMON LUMBER SPECIES (Residential living areas, live load = 40 psf, L\/\u00ce\u201d = 360) <\/td>\n<\/tr>\n
97<\/td>\nTABLE R502.3.3(1) CANTILEVER SPANS FOR FLOOR JOISTS SUPPORTING LIGHT-FRAME EXTERIOR BEARING WALL AND ROOF ONLYa, b, c, f, g, h (Floor Live Load 40 psf, Roof Live Load 20 psf)
TABLE R502.3.3(2) CANTILEVER SPANS FOR FLOOR JOISTS SUPPORTING EXTERIOR BALCONYa, b, e, f <\/td>\n<\/tr>\n
98<\/td>\nTABLE R502.5(1) GIRDER SPANSa AND HEADER SPANSa FOR EXTERIOR BEARING WALLS (Maximum spans for Douglas fir-larch, hem-fir, southern pine and North American spruce-pine-firb and required number of jack studs) <\/td>\n<\/tr>\n
100<\/td>\nFIGURE R502.8 CUTTING, NOTCHING AND DRILLING <\/td>\n<\/tr>\n
101<\/td>\nSECTION R503 FLOOR SHEATHING
TABLE R503.1 MINIMUM THICKNESS OF LUMBER FLOOR SHEATHING <\/td>\n<\/tr>\n
102<\/td>\nTABLE R503.2.1.1(1) ALLOWABLE SPANS AND LOADS FOR WOOD STRUCTURAL PANELS FOR ROOF AND SUBFLOOR SHEATHING AND COMBINATION SUBFLOOR UNDERLAYMENTa,b,c <\/td>\n<\/tr>\n
103<\/td>\nTABLE 503.2.1.1(2) ALLOWABLE SPANS FOR SANDED PLYWOOD COMBINATION SUBFLOOR UNDERLAYMENTa
SECTION R504 PRESSURE PRESERVATIVELY TREATED-WOOD FLOORS (ON GROUND)
SECTION R505 STEEL FLOOR FRAMING <\/td>\n<\/tr>\n
104<\/td>\nTABLE R505.2(1) COLD-FORMED STEEL JOIST SIZES
TABLE R505.2(2) MINIMUM THICKNESS OF COLD-FORMED STEEL MEMBERS
FIGURE R505.2(1) C-SECTION
FIGURE R505.2(2) TRACK SECTION <\/td>\n<\/tr>\n
105<\/td>\nFIGURE R505.2(3) FLOOR JOIST WEB HOLES
TABLE R505.2(3) MAXIMUM HOLE DIMENSIONS AND SPACING IN JOIST WEBS <\/td>\n<\/tr>\n
106<\/td>\nTABLE R505.2.4 SCREW SUBSTITUTION FACTOR
FIGURE R505.3 STEEL FLOOR CONSTRUCTION <\/td>\n<\/tr>\n
107<\/td>\nFIGURE R505.3\u2014continued STEEL FLOOR CONSTRUCTION <\/td>\n<\/tr>\n
108<\/td>\nTABLE R505.3.1(1) FLOOR TO FOUNDATION OR BEARING WALL CONNECTION REQUIREMENTS a,b
TABLE R505.3.1(2) FLOOR FASTENING SCHEDULEa
FIGURE R505.3.1(1) FLOOR TO LOAD-BEARING WALL STUD CONNECTION <\/td>\n<\/tr>\n
109<\/td>\nFIGURE R505.3.1(2) FLOOR TO WOOD SILL CONNECTION
FIGURE R505.3.1(3) FLOOR TO FOUNDATION CONNECTION <\/td>\n<\/tr>\n
110<\/td>\nFIGURE R505.3.1(4) FLOOR CANTILEVER TO LOAD-BEARING WALL CONNECTION
FIGURE R505.3.1(5) FLOOR CANTILEVER TO WOOD SILL CONNECTION <\/td>\n<\/tr>\n
111<\/td>\nFIGURE R505.3.1(6) FLOOR CANTILEVER TO FOUNDATION CONNECTION
FIGURE R505.3.1(7) CONTINUOUS JOIST SPAN SUPPORTED ON STUD <\/td>\n<\/tr>\n
112<\/td>\nTABLE R505.3.2 ALLOWABLE SPANS FOR COLD-FORMED STEEL JOISTSa,b <\/td>\n<\/tr>\n
113<\/td>\nFIGURE R505.3.4BEARING STIFFENER <\/td>\n<\/tr>\n
114<\/td>\nFIGURE R505.3.6 HOLE PATCH
FIGURE R505.3.8TRACK SPLICE <\/td>\n<\/tr>\n
115<\/td>\nSECTION R506 CONCRETE FLOORS (ON GROUND) <\/td>\n<\/tr>\n
117<\/td>\nCHAPTER 6 WALL CONSTRUCTION
SECTION R601 GENERAL
SECTION R602 WOOD WALL FRAMING <\/td>\n<\/tr>\n
118<\/td>\nTABLE R602.3(1) FASTENER SCHEDULE FOR STRUCTURAL MEMBERS <\/td>\n<\/tr>\n
119<\/td>\nTABLE R602.3(1)\u2014continued FASTENER SCHEDULE FOR STRUCTURAL MEMBERS <\/td>\n<\/tr>\n
120<\/td>\nTABLE R602.3(2) ALTERNATE ATTACHMENTS <\/td>\n<\/tr>\n
121<\/td>\nTABLE R602.3(3) ALLOWABLE STUD SPACING FOR WOOD STRUCTURAL PANEL WALL SHEATHING
TABLE R602.3(4) ALLOWABLE SPANS FOR PARTICLEBOARD WALL SHEATHINGa
TABLE R602.3(5) SIZE, HEIGHT AND SPACING OF WOOD STUDSa <\/td>\n<\/tr>\n
122<\/td>\nFIGURE R602.3(1) TYPICAL WALL, FLOOR AND ROOF FRAMING <\/td>\n<\/tr>\n
123<\/td>\nFIGURE R602.3(2) FRAMING DETAILS <\/td>\n<\/tr>\n
124<\/td>\nTABLE R602.3.1 MAXIMUM ALLOWABLE LENGTH OF WOOD WALL STUDS EXPOSED TO WIND SPEEDS OF 100 MPH OR LESS IN SEISMIC DESIGN CATEGORIES A, B, C and D1b,c <\/td>\n<\/tr>\n
125<\/td>\nTABLE R602.3.1\u2014continued MAXIMUM ALLOWABLE LENGTH OF WOOD WALL STUDS EXPOSED TO WIND SPEEDS OF 100 MPH OR LESS IN SEISMIC DESIGN CATEGORIES A, B, C and D1 <\/td>\n<\/tr>\n
126<\/td>\nFIGURE R602.6(1) NOTCHING AND BORED HOLE LIMITATIONS FOR EXTERIOR WALLS AND BEARING WALLS <\/td>\n<\/tr>\n
127<\/td>\nFIGURE R602.6(2) NOTCHING AND BORED HOLE LIMITATIONS FOR INTERIOR NONBEARING WALLS <\/td>\n<\/tr>\n
128<\/td>\nFIGURE R602.6.1 TOP PLATE FRAMING TO ACCOMMODATE PIPING <\/td>\n<\/tr>\n
129<\/td>\nTABLE R602.7.2 MAXIMUM SPANS FOR WOOD STRUCTURAL PANEL BOX HEADERSa
FIGURE R602.7.2 TYPICAL WOOD STRUCTURAL PANEL BOX HEADER CONSTRUCTION <\/td>\n<\/tr>\n
131<\/td>\nTABLE R602.10.1 WALL BRACING <\/td>\n<\/tr>\n
132<\/td>\nTABLE R602.10.5 LENGTH REQUIREMENTS FOR BRACED WALL PANELS IN A CONTINUOUSLY SHEATHED WALLa,b
FIGURE R602.10.5 EXTERIOR CORNER FRAMING <\/td>\n<\/tr>\n
134<\/td>\nTABLE R602.10.11 ADJUSTMENT OF BRACING AMOUNTS FOR INTERIOR BRACED WALL LINES ACCORDING TO BRACED WALL LINE SPACINGa,b
SECTION R603 STEEL WALL FRAMING <\/td>\n<\/tr>\n
135<\/td>\nFIGURE R602.11.3STEPPED FOUNDATION CONSTRUCTION <\/td>\n<\/tr>\n
136<\/td>\nTABLE R603.2(1) LOAD-BEARING COLD-FORMED STEEL STUD SIZES
TABLE R603.2(2) MINIMUM THICKNESS OF COLD-FORMED STEEL STUDS <\/td>\n<\/tr>\n
137<\/td>\nFIGURE R603.2(1) C-SECTION
FIGURE R603.2(2) TRACK-SECTION <\/td>\n<\/tr>\n
138<\/td>\nFIGURE R603.2(3) WEB HOLES
FIGURE R603.3 STEEL WALL CONSTRUCTION <\/td>\n<\/tr>\n
139<\/td>\nTABLE R603.3.1 WALL TO FOUNDATION OR FLOOR CONNECTION REQUIREMENTSa,b,c
FIGURE R603.3.1(1) WALL TO FOUNDATION CONNECTION <\/td>\n<\/tr>\n
140<\/td>\nFIGURE R603.3.1(2) WALL TO WOOD SILL CONNECTION
TABLE R603.3.2(1) WALL FASTENING SCHEDULEa <\/td>\n<\/tr>\n
141<\/td>\nTABLE R603.3.2(2) COLD-FORMED STEEL STUD THICKNESS FOR 8-FOOT WALLS Studs supporting roof and ceiling only (one-story building or second floor of a two-story building) 33 ksi steel <\/td>\n<\/tr>\n
142<\/td>\nTABLE R603.3.2(3) COLD-FORMED STEEL STUD THICKNESS FOR 8-FOOT WALLS Studs supporting one floor, roof and ceiling (first story of a two-story building) 33 ksi steel <\/td>\n<\/tr>\n
143<\/td>\nTABLE R603.3.2(4) COLD-FORMED STEEL STUD THICKNESS FOR 9-FOOT WALLS Studs supporting roof and ceiling only (one-story building or second floor of a two-story building) 33 ksi steel <\/td>\n<\/tr>\n
144<\/td>\nTABLE R603.3.2(5) COLD-FORMED STEEL STUD THICKNESS FOR 9-FOOT WALLS Studs supporting one floor, roof and ceiling (first story of a two-story building) 33 ksi steel <\/td>\n<\/tr>\n
145<\/td>\nTABLE R603.3.2(6) COLD-FORMED STEEL STUD THICKNESS FOR 10-FOOT WALLS Studs supporting roof and ceiling only (one-story building or second floor of a two-story building) 33 ksi steel <\/td>\n<\/tr>\n
146<\/td>\nTABLE R603.3.2(7) COLD-FORMED STEEL STUD THICKNESS FOR 10-FOOT WALLS Studs supporting one floor, roof and ceiling (first story of a two-story building) 33 ksi steel <\/td>\n<\/tr>\n
147<\/td>\nTABLE R603.3.2(8) COLD-FORMED STEEL STUD THICKNESS FOR 8-FOOT WALLS Studs supporting roof and ceiling only (one-story building or second floor of a two-story building) 50 ksi steel <\/td>\n<\/tr>\n
148<\/td>\nTABLE R603.3.2(9)COLD-FORMED STEEL STUD THICKNESS FOR 8-FOOT WALLSStuds supporting one floor, roof and ceiling (first story of a two-story building) 50 ksi steel <\/td>\n<\/tr>\n
149<\/td>\nTABLE R603.3.2(10) COLD-FORMED STEEL STUD THICKNESS FOR 9-FOOT WALLS Studs supporting roof and ceiling only (one-story building or second floor of a two-story building) 50 ksi steel <\/td>\n<\/tr>\n
150<\/td>\nTABLE R603.3.2(11) COLD-FORMED STEEL STUD THICKNESS FOR 9-FOOT WALLS Studs supporting one floor, roof and ceiling (first story of a two-story building) 50 ksi steel <\/td>\n<\/tr>\n
151<\/td>\nTABLE R603.3.2(12) COLD-FORMED STEEL STUD THICKNESS FOR 10-FOOT WALLS Studs supporting roof and ceiling only (one-story building or second floor of a two-story building) 50 ksi steel <\/td>\n<\/tr>\n
152<\/td>\nTABLE R603.3.2(13) COLD-FORMED STEEL STUD THICKNESS FOR 10-FOOT WALLS Studs supporting one floor, roof and ceiling (first story of a two-story building) 50 ksi steel <\/td>\n<\/tr>\n
153<\/td>\nTABLE R603.2.4 SCREW SUBSTITUTION FACTOR <\/td>\n<\/tr>\n
154<\/td>\nFIGURE R603.3.5 HOLE PATCH
FIGURE R603.3.6 TRACK SPLICE <\/td>\n<\/tr>\n
155<\/td>\nFIGURE R603.4 CORNER FRAMING <\/td>\n<\/tr>\n
156<\/td>\nTABLE R603.6(1) ALLOWABLE HEADER SPANSa,b Headers supporting roof and ceiling only (33 ksi steel <\/td>\n<\/tr>\n
157<\/td>\nTABLE R603.6(2) ALLOWABLE HEADER SPANSa,b Headers supporting one floor, roof and ceiling (33 ksi steel) <\/td>\n<\/tr>\n
158<\/td>\nTABLE R603.6(3) ALLOWABLE HEADER SPANSa,b,c Headers supporting one floor, roof and ceiling first story of a two-story building with center load bearing beam (33 ksi steel) <\/td>\n<\/tr>\n
159<\/td>\nTABLE R603.6(4) TOTAL NUMBER OF JACK AND KING STUDS REQUIRED AT EACH END OF AN OPENING
TABLE R603.6(5) HEADER TO KING STUD CONNECTION REQUIREMENTSa,b,c,d
TABLE R603.7 MINIMUM PERCENTAGE OF FULL HEIGHT STRUCTURAL SHEATHING ON EXTERIOR WALLSa,b,c,d,e <\/td>\n<\/tr>\n
160<\/td>\nFIGURE R603.6HEADER DETAIL <\/td>\n<\/tr>\n
161<\/td>\nSECTION R604 WOOD STRUCTURAL PANELS
SECTION R605 PARTICLEBOARD
SECTION R606 GENERAL MASONRY CONSTRUCTION <\/td>\n<\/tr>\n
162<\/td>\nTABLE R606.4 ALLOWABLE COMPRESSIVE STRESSES FOR EMPIRICAL DESIGN OF MASONRY <\/td>\n<\/tr>\n
163<\/td>\nTABLE R606.8 SPACING OF LATERAL SUPPORT FOR MASONRY WALLS <\/td>\n<\/tr>\n
164<\/td>\nFIGURE R606.10(1) ANCHORAGE REQUIREMENTS FOR MASONRY WALLS LOCATED IN SEISMIC DESIGN CATEGORY A, B OR C AND WHERE WIND LOADS ARE LESS THAN 30 PSF <\/td>\n<\/tr>\n
165<\/td>\nFIGURE R606.10(2) REQUIREMENTS FOR REINFORCED GROUTED MASONRY CONSTRUCTION IN SEISMIC DESIGN CATEGORY C <\/td>\n<\/tr>\n
166<\/td>\nFIGURE R606.10(3) REQUIREMENTS FOR REINFORCED MASONRY CONSTRUCTION IN SEISMIC DESIGN CATEGORY D1 OR D2 <\/td>\n<\/tr>\n
167<\/td>\nTABLE R606.11.3.2 MINIMUM DISTRIBUTED WALL REINFORCEMENT FOR BUILDING ASSIGNED TO SEISMIC DESIGN CATEGORY D1 <\/td>\n<\/tr>\n
168<\/td>\nTABLE R606.11.4.1 MINIMUM REINFORCING FOR STACKED BONDED MASONRY WALLS IN SEISMIC DESIGN CATEGORY D2
TABLE R606.11.4.2 MINIMUM REINFORCING FOR STACKED BONDED MASONRY WALLS IN SEISMIC DESIGN CATEGORY D2 <\/td>\n<\/tr>\n
169<\/td>\nTABLE R606.14.1MINIMUM CORROSION PROTECTION
SECTION R607 UNIT MASONRY
TABLE R607.1 MORTAR PROPORTIONSa,b <\/td>\n<\/tr>\n
170<\/td>\nSECTION R608 MULTIPLE WYTHE MASONRY <\/td>\n<\/tr>\n
171<\/td>\nSECTION R609 GROUTED MASONRY
TABLE R609.1.1 GROUT PROPORTIONS BY VOLUME FOR MASONRY CONSTRUCTION
TABLE R609.1.2 GROUT SPACE DIMENSIONS AND POUR HEIGHTS <\/td>\n<\/tr>\n
172<\/td>\nFIGURE R610.4.1 GLASS UNIT MASONRY DESIGN WIND LOAD RESISTANCE <\/td>\n<\/tr>\n
173<\/td>\nSECTION R610 GLASS UNIT MASONRY <\/td>\n<\/tr>\n
174<\/td>\nSECTION R611 INSULATING CONCRETE FORMWALL CONSTRUCTION
TABLE R611.2 REQUIREMENTS FOR ICF WALLSa,b,c
FIGURE R611.3 FLAT ICF WALL SYSTEM <\/td>\n<\/tr>\n
175<\/td>\nTABLE R611.3(1) DESIGN WIND PRESSURE FOR USE WITH TABLES R611.3(2), R611.4(1), AND R611.5 FOR ABOVE GRADE WALLSa <\/td>\n<\/tr>\n
176<\/td>\nTABLE R611.3(2) MINIMUM VERTICAL WALL REINFORCEMENT FOR FLAT ICF ABOVE-GRADE WALLSa,b,c,d <\/td>\n<\/tr>\n
177<\/td>\nFIGURE R611.4 WAFFLE-GRID ICF WALL SYSTEM <\/td>\n<\/tr>\n
178<\/td>\nTABLE R611.4(1) MINIMUM VERTICAL WALL REINFORCEMENT FOR WAFFLE-GRID ICF ABOVE-GRADE WALLSa, b, c
TABLE R611.4(2) DIMENSIONAL REQUIREMENTS FOR CORES AND WEBS INWAFFLE-GRID AND SCREEN-GRID ICF WALLSa,b <\/td>\n<\/tr>\n
179<\/td>\nTABLE R611.5 MINIMUM VERTICAL WALL REINFORCEMENT FOR SCREEN-GRID ICF ABOVE-GRADE WALLSa,b,c
FIGURE R611.5 SCREEN-GRID IFC WALL SYSTEM <\/td>\n<\/tr>\n
180<\/td>\nTABLE R611.7(1) MINIMUM WALL OPENING REINFORCEMENT REQUIREMENTS IN ICF WALLS <\/td>\n<\/tr>\n
181<\/td>\nTABLE R611.7(2) MAXIMUM ALLOWABLE CLEAR SPANS FOR ICF LINTELS FOR FLAT LOAD-BEARING WALLSa,b,c,d,f NO. 4 BOTTOM BAR SIZE <\/td>\n<\/tr>\n
182<\/td>\nTABLE R611.7(3) MAXIMUM ALLOWABLE CLEAR SPANS FOR ICF LINTELS FOR FLAT LOAD-BEARING WALLSa,b,c,d,f NO. 5 BOTTOM BAR SIZE <\/td>\n<\/tr>\n
183<\/td>\nTABLE R611.7(4) MAXIMUM ALLOWABLE CLEAR SPANS FOR WAFFLE-GRID ICF WALL LINTELSa,b,c,d,f NO. 4 BOTTOM BAR SIZE <\/td>\n<\/tr>\n
184<\/td>\nTABLE R611.7(5) MAXIMUM ALLOWABLE CLEAR SPANS FOR WAFFLE-GRID ICF WALL LINTELSa,b,c,d,f NO. 5 BOTTOM BAR SIZE <\/td>\n<\/tr>\n
185<\/td>\nTABLE R611.7(6) MAXIMUM ALLOWABLE CLEAR SPANS FOR SCREEN-GRID ICF LINTELS IN LOAD-BEARING WALLSa,b,c,d,e,f,g NO. 4 BOTTOM BAR SIZE
TABLE R611.7(7) MAXIMUM ALLOWABLE CLEAR SPANS FOR SCREEN-GRID ICF LINTELS IN LOAD-BEARING WALLSa,b,c,d,e,f,g NO. 5 BOTTOM BAR SIZE <\/td>\n<\/tr>\n
186<\/td>\nTABLE R611.7(8) MAXIMUM ALLOWABLE CLEAR SPANS FOR ICF LINTELS WITHOUT STIRRUPS IN LOAD-BEARING WALLSa,b,c,d,e,f,g,h (NO. 4 OR NO. 5) BOTTOM BAR SIZE <\/td>\n<\/tr>\n
187<\/td>\nTABLE R611.7(9) MINIMUM BOTTOM BAR ICF LINTEL REINFORCEMENT FOR LARGE CLEAR SPANS IN LOAD-BEARING WALLSa,b,c,d,e,f,h <\/td>\n<\/tr>\n
188<\/td>\nTABLE R611.7(9A) MINIMUM SOLID END WALL LENGTH REQUIREMENTS FOR FLAT ICF WALLS (WIND PERPENDICULAR TO RIDGE)a,b,c <\/td>\n<\/tr>\n
189<\/td>\nTABLE R611.7(9B) MINIMUM SOLID SIDEWALL LENGTH REQUIREMENTS FOR FLAT ICF WALLS (WIND PARALLEL TO RIDGE) a, b, c, d <\/td>\n<\/tr>\n
190<\/td>\nTABLE R611.7(10) MAXIMUM ALLOWABLE CLEAR SPANS FOR ICF LINTELS IN NON-LOAD-BEARING WALLS WITHOUT STIRRUPSa, b, c, d NO. 4 BOTTOM BAR <\/td>\n<\/tr>\n
191<\/td>\nTABLE R611.7(10A) MINIMUM SOLID END WALL LENGTH REQUIREMENTS FOR WAFFLE AND SCREEN-GRID ICF WALLS (WIND PERPENDICULAR TO RIDGE)a,b,c <\/td>\n<\/tr>\n
192<\/td>\nTABLE R611.7(10A)\u2014continued MINIMUM SOLID END WALL LENGTH REQUIREMENTS FOR WAFFLE AND SCREEN-GRID ICF WALLS (WIND PERPENDICULAR TO RIDGE)a,b,c
TABLE R611.7(10B) MINIMUM SOLID SIDE WALL LENGTH REQUIREMENTS FOR 6-INCH WAFFLE AND SCREEN-GRID ICF WALLS (WIND PARALLEL TO RIDGE)a,b,c,d <\/td>\n<\/tr>\n
193<\/td>\nTABLE R611.7(11) MINIMUM PERCENTAGE OF SOLID WALL LENGTH ALONG EXTERIOR WALL LINES FOR TOWNHOUSES IN SEISMIC DESIGN CATEGORY C AND ALL BUILDINGS IN SEISMIC DESIGN CATEGORY Da,b
FIGURE R611.7(1) ICF WALL CONSTRUCTION <\/td>\n<\/tr>\n
194<\/td>\nFIGURE R611.7(2) REINFORCEMENT OF OPENINGS
FIGURE R611.7(3) ICF LINTELS FOR FLAT AND SCREEN-GRID WALLS <\/td>\n<\/tr>\n
195<\/td>\nFIGURE R611.7(4) SINGLE FORM HEIGHT WAFFLE-GRID LINTEL
FIGURE R611.7(5) DOUBLE FORM HEIGHT WAFFLE-GRID LINTEL <\/td>\n<\/tr>\n
196<\/td>\nFIGURE R611.7(6) SINGLE FORM HEIGHT SCREEN-GRID LINTEL
FIGURE R611.7(7) DOUBLE FORM HEIGHT SCREEN-GRID LINTEL <\/td>\n<\/tr>\n
197<\/td>\nFIGURE R611.7.1.4 LAP SPLICES <\/td>\n<\/tr>\n
198<\/td>\nFIGURE R611.7.4 MINIMUM SOLID WALL LENGTH <\/td>\n<\/tr>\n
199<\/td>\nTABLE R611.7.4 WIND VELOCITY PRESSURE FOR DETERMINATION OF MINIMUM SOLID WALL LENGTHa <\/td>\n<\/tr>\n
200<\/td>\nTABLE R611.8(1) FLOOR LEDGER-ICF WALL CONNECTION (SIDE-BEARING CONNECTION) REQUIREMENTSa,b,c
TABLE R611.8(2) DESIGN VALUES (PLF) FOR FLOOR JOIST-TO-WALL ANCHORS REQUIRED FOR TOWNHOUSES IN SEISMIC DESIGN CATEGORY C AND ALL BUILDINGS IN SEISMIC DESIGN CATEGORY Da,b <\/td>\n<\/tr>\n
201<\/td>\nFIGURE R611.8(1) SECTION CUT THROUGH FLAT WALL OR VERTICAL CORE OF WAFFLE- OR SCREEN-GRID WALL
FIGURE R611.8(2) FLOOR LEDGER\u2014ICF WALL CONNECTION (SIDE-BEARING CONNECTION) <\/td>\n<\/tr>\n
202<\/td>\nFIGURE R611.8(3) FLOOR LEDGER\u2014ICF WALL CONNECTION (LEDGE-BEARING CONNECTION)
FIGURE R611.8(4) WOOD FLOOR LEDGER\u2014ICF WALL SYSTEM CONNECTION (THROUGH-BOLT SIDE-BEARING CONNECTION) <\/td>\n<\/tr>\n
203<\/td>\nFIGURE R611.8(5) FLOOR LEDGER\u2014ICF WALL CONNECTION
FIGURE R611.8(6) ANCHORAGE REQUIREMENTS FOR TOP BEARING WALLS FOR TOWNHOUSES IN SEISMIC DESIGN CATEGORY C AND ALL BUILDINGS IN SEISMIC DESIGN CATEGORY D FOR FLOOR FRAMING PARALLEL TO WALL <\/td>\n<\/tr>\n
204<\/td>\nFIGURE R611.8(7) ANCHORAGE REQUIREMENTS FOR LEDGER BEARING WALLS FOR TOWNHOUSES IN SEISMIC DESIGN CATEGORY C AND ALL BUILDINGS IN SEISMIC DESIGN CATEGORY D FOR FLOOR FRAMING PARALLEL TO WALL <\/td>\n<\/tr>\n
205<\/td>\nTABLE R611.9 DESIGN TENSILE STRENGTH OF HEADED BOLTS CAST IN CONCRETEa
FIGURE R611.9ROOF SILL PLATE\u2014ICF WALL CONNECTION <\/td>\n<\/tr>\n
206<\/td>\nSECTION R612 CONVENTIONALLY FORMED CONCRETE WALL CONSTRUCTION
SECTION R613 EXTERIOR WINDOWS AND GLASS DOORS <\/td>\n<\/tr>\n
207<\/td>\nFIGURE R613.5(1) THROUGH THE FRAME
FIGURE R613.5(2) FRAME CLIP
FIGURE R613.5(3) THROUGH THE FRAME
FIGURE R613.5(4) FRAME CLIP <\/td>\n<\/tr>\n
208<\/td>\nFIGURE R613.5(5) THROUGH THE FLANGE
FIGURE R613.5(6) THROUGH THE FRAME
FIGURE R613.5(7) FRAME CLIP
FIGURE R613.5(8) THROUGH THE FLANGE <\/td>\n<\/tr>\n
209<\/td>\nCHAPTER 7 WALL COVERING
SECTION R701 GENERAL
SECTION R702 INTERIOR COVERING
TABLE R702.1(1) THICKNESS OF PLASTER
TABLE R702.1(2) GYPSUM PLASTER PROPORTIONSa <\/td>\n<\/tr>\n
210<\/td>\nTABLE R702.1(3) PORTLAND CEMENT PLASTER <\/td>\n<\/tr>\n
211<\/td>\nTABLE R702.3.5 MINIMUM THICKNESS AND APPLICATION OF GYPSUM BOARD <\/td>\n<\/tr>\n
212<\/td>\nSECTION R703 EXTERIOR COVERING <\/td>\n<\/tr>\n
213<\/td>\nTABLE R703.4 WEATHER\u2013RESISTANT SIDING ATTACHMENT AND MINIMUM THICKNESS <\/td>\n<\/tr>\n
214<\/td>\nTABLE R703.5.2 MAXIMUM WEATHER EXPOSURE FOR WOOD SHAKES AND SHINGLES ON EXTERIOR WALLSa,b,c (Dimensions are in inches) <\/td>\n<\/tr>\n
216<\/td>\nFIGURE R703.7 MASONRY VENEER WALL DETAILS <\/td>\n<\/tr>\n
217<\/td>\nFIGURE R703.7\u2014continued MASONRY VENEER WALL DETAILS <\/td>\n<\/tr>\n
218<\/td>\nFIGURE R703.7.2.1 EXTERIOR MASONRY VENEER SUPPORT BY STEEL ANGLES <\/td>\n<\/tr>\n
219<\/td>\nFIGURE R703.7.2.2 EXTERIOR MASONRY VENEER SUPPORT BY ROOF MEMBERS
TABLE R703.7.3 ALLOWABLE SPANS FOR LINTELS SUPPORTING MASONRY VENEERa,b,c <\/td>\n<\/tr>\n
221<\/td>\nCHAPTER 8 ROOF-CEILING CONSTRUCTION
SECTION R801 GENERAL
SECTION R802 WOOD ROOF FRAMING <\/td>\n<\/tr>\n
224<\/td>\nTABLE 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
225<\/td>\nTABLE R802.4(1)\u2014continued CEILING JOIST SPANS FOR COMMON LUMBER SPECIES (Uninhabitable attics without storage, live load = 10 psf, L\/\u00ce\u201d = 240) <\/td>\n<\/tr>\n
226<\/td>\nTABLE 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
227<\/td>\nTABLE 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
228<\/td>\nTABLE 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
229<\/td>\nTABLE 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
230<\/td>\nTABLE 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
231<\/td>\nTABLE 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
232<\/td>\nTABLE 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
233<\/td>\nTABLE 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
234<\/td>\nTABLE R802.5.1(4) RAFTER SPANS FOR COMMON LUMBER SPECIES (Ground snow load=50 psf or less, ceiling not attached to rafters, L\/\u00ce\u201d = 180) <\/td>\n<\/tr>\n
235<\/td>\nTABLE R802.5.1(4)\u2014continued RAFTER SPANS FOR COMMON LUMBER SPECIES (Ground snow load=50 psf or less, ceiling not attached to rafters, L\/\u00ce\u201d = 180) <\/td>\n<\/tr>\n
236<\/td>\nTABLE 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
237<\/td>\nTABLE 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
238<\/td>\nTABLE R802.5.1(6) RAFTER SPANS FOR COMMON LUMBER SPECIES (Ground snow load=50 psf or less, ceiling attached to rafters, L\/\u00ce\u201d = 240) <\/td>\n<\/tr>\n
239<\/td>\nTABLE R802.5.1(6)\u2014continued RAFTER SPANS FOR COMMON LUMBER SPECIES (Ground snow load=50 psf or less, ceiling attached to rafters, L\/\u00ce\u201d = 240) <\/td>\n<\/tr>\n
240<\/td>\nTABLE R802.5.1(7) RAFTER SPANS COMMON LUMBER SPECIES (Ground snow load=70 psf or less, ceiling not attached to rafters, L\/\u00ce\u201d = 180) <\/td>\n<\/tr>\n
241<\/td>\nTABLE R802.5.1(7)\u2014continued RAFTER SPANS COMMON LUMBER SPECIES(Ground snow load=70 psf or less, ceiling not attached to rafters, L\/\u00ce\u201d = 180) <\/td>\n<\/tr>\n
242<\/td>\nTABLE R802.5.1(8) RAFTER SPANS FOR COMMON LUMBER SPECIES (Ground Snow Load = 70 psf or less, ceiling attached to rafters, L\/D=240) <\/td>\n<\/tr>\n
243<\/td>\nTABLE R802.5.1(8) \u2014continued RAFTER SPANS FOR COMMON LUMBER SPECIES (Ground Snow Load = 70 psf or less, ceiling attached to rafters, L\/D=240) <\/td>\n<\/tr>\n
244<\/td>\nTABLE R802.5.1(9) RAFTER\/CEILING JOIST HEEL JOINT CONNECTIONSa,b,c,d,e,f <\/td>\n<\/tr>\n
245<\/td>\nFIGURE R802.5.1 BRACED RAFTER CONSTRUCTION <\/td>\n<\/tr>\n
246<\/td>\nTABLE R802.11REQUIRED STRENGTH OF TRUSS OR RAFTER CONNECTIONS TO RESIST WIND UPLIFT FORCESa,b,c,e,f(Pounds per connection) <\/td>\n<\/tr>\n
247<\/td>\nSECTION R803 ROOF SHEATHING
TABLE R803.1 MINIMUM THICKNESS OF LUMBER ROOF SHEATHING
SECTION R804 STEEL ROOF FRAMING <\/td>\n<\/tr>\n
248<\/td>\nTABLE R804.2(1) LOAD-BEARING COLD-FORMED STEEL MEMBER SIZES
TABLE R804.2(2) MINIMUM THICKNESS OF COLD-FORMED STEEL ROOF FRAMING MEMBERS
FIGURE R804.2(1) C-SECTION
FIGURE R804.2(2) TRACK SECTION
FIGURE R804.2(3) WEB HOLES <\/td>\n<\/tr>\n
249<\/td>\nTABLE R804.2.4 SCREW SUBSTITUTION FACTOR <\/td>\n<\/tr>\n
250<\/td>\nTABLE R804.3 ROOF FRAMING FASTENING SCHEDULEa,b
FIGURE R804.3 STEEL ROOF CONSTRUCTION <\/td>\n<\/tr>\n
251<\/td>\nTABLE R804.3.1(1) ALLOWABLE SPANS FOR COLD-FORMED STEEL CEILING JOISTSa,b,c 10 psf live load (no attic storage)
TABLE R804.3.1(2) ALLOWABLE SPANS FOR COLD-FORMED STEEL CEILING JOISTSa,b,c 20 psf live load (Limited attic storage where development of future rooms is not possible) <\/td>\n<\/tr>\n
252<\/td>\nTABLE R804.3.1(3) NUMBER OF SCREWS REQUIRED FOR CEILING JOIST TO RAFTER CONNECTIONa
FIGURE R804.3.1(1) JOIST TO RAFTER CONNECTION <\/td>\n<\/tr>\n
253<\/td>\nTABLE R804.3.3(1) ALLOWABLE HORIZONTAL RAFTER SPANSa,b
TABLE R804.3.3(2) BASIC WIND SPEED TO EQUIVALENT SNOW LOAD CONVERSION
TABLE R804.3.3.1 NUMBER OF SCREWS REQUIRED AT EACH LEG OF CLIP ANGLE FOR RAFTER TO RIDGE MEMBER CONNECTIONa <\/td>\n<\/tr>\n
254<\/td>\nFIGURE R804.3.3.1 RIDGE BOARD CONNECTION <\/td>\n<\/tr>\n
255<\/td>\nFIGURE R804.3.6 HOLE PATCHING
FIGURE R804.3.7(1) SPLICED CEILING JOISTS <\/td>\n<\/tr>\n
256<\/td>\nFIGURE R804.3.7(2) TRACK SPLICE
FIGURE R804.3.8 BEARING STIFFENER <\/td>\n<\/tr>\n
257<\/td>\nFIGURE R804.3.10(1) ROOF OPENING
FIGURE R804.3.10(2)HEADER TO TRIMMER CONNECTION <\/td>\n<\/tr>\n
258<\/td>\nSECTION R805 CEILING FINISHES
SECTION R806 ROOF VENTILATION
SECTION R807 ATTIC ACCESS
SECTION R808 INSULATION CLEARANCE <\/td>\n<\/tr>\n
259<\/td>\nCHAPTER 9 ROOF ASSEMBLIES
SECTION R901 GENERAL
SECTION R902 ROOF CLASSIFICATION
SECTION R903 WEATHER PROTECTION
SECTION R904 MATERIALS
SECTION R905 REQUIREMENTS FOR ROOF COVERINGS <\/td>\n<\/tr>\n
261<\/td>\nTABLE R905.2.8.2 VALLEY LINING MATERIAL <\/td>\n<\/tr>\n
262<\/td>\nTABLE R905.3.7 CLAY AND CONCRETE TILE ATTACHMENT <\/td>\n<\/tr>\n
263<\/td>\nTABLE R905.6.5 SLATE SHINGLE HEADLAP
TABLE R905.7.4 WOOD SHINGLE MATERIAL REQUIREMENTS
TABLE R905.7.5 WOOD SHINGLE WEATHER EXPOSURE AND ROOF SLOPE <\/td>\n<\/tr>\n
264<\/td>\nTABLE R905.8.5 WOOD SHAKE MATERIAL REQUIREMENTS
TABLE R905.8.6 WOOD SHAKE WEATHER EXPOSURE AND ROOF SLOPE <\/td>\n<\/tr>\n
265<\/td>\nTABLE R905.9.2 BUILT-UP ROOFING MATERIAL STANDARDS <\/td>\n<\/tr>\n
266<\/td>\nTABLE R905.10.3 METAL ROOF COVERINGS STANDARDS AND INSTALLATION
TABLE R905.11.2MODIFIED BITUMEN ROOFING MATERIAL STANDARDS <\/td>\n<\/tr>\n
267<\/td>\nSECTION R906 ROOF INSULATION
SECTION R907 REROOFING <\/td>\n<\/tr>\n
269<\/td>\nCHAPTER 10 CHIMNEYS AND FIREPLACES
SECTION R1001 MASONRY CHIMNEYS <\/td>\n<\/tr>\n
270<\/td>\nTABLE R1001.11(1) NET CROSS\u2013SECTIONAL AREA OF ROUND FLUE SIZESa
TABLE R1001.11(2) NET CROSS\u2013SECTIONAL AREA OF SQUARE AND RECTANGULAR FLUE SIZESa <\/td>\n<\/tr>\n
271<\/td>\nFIGURE R1001.12.2 FLUE SIZES FOR MASONRY CHIMNEYS <\/td>\n<\/tr>\n
272<\/td>\nFIGURE R1001.15 CLEARANCE FROM COMBUSTIBLES
FIGURE R1001.17 CHIMNEY CRICKET <\/td>\n<\/tr>\n
273<\/td>\nTABLE R1001.17 CRICKET DIMENSIONS
SECTION R1002 FACTORY-BUILT CHIMNEYS
SECTION R1003 MASONRY FIREPLACES <\/td>\n<\/tr>\n
274<\/td>\nTABLE R1003.1 SUMMARY OF REQUIREMENTS FOR MASONRY FIREPLACES AND CHIMNEYS <\/td>\n<\/tr>\n
275<\/td>\nFIGURE R1003.1 FIREPLACE AND CHIMNEY DETAILS <\/td>\n<\/tr>\n
277<\/td>\nSECTION R1004 FACTORY-BUILT FIREPLACES
SECTION R1005 EXTERIOR AIR SUPPLY
SECTION R1006 MASONRY HEATERS <\/td>\n<\/tr>\n
278<\/td>\nFIGURE R1003.12 CLEARANCE FROM COMBUSTIBLES <\/td>\n<\/tr>\n
279<\/td>\nPART IV – ENERGY CONSERVATION
CHAPTER 11 ENERGY EFFICIENCY
SECTION N1101 GENERAL <\/td>\n<\/tr>\n
280<\/td>\nTABLE N1101.2 NEW YORK STATE RESIDENTIAL CLIMATE ZONES <\/td>\n<\/tr>\n
281<\/td>\nTABLE N1101.5(1) DEFAULT GLAZED FENESTRATION U-FACTOR
TABLE N1101.5(2) DEFAULT DOOR U-FACTORS
TABLE N1101.5(3) DEFAULT GLAZED FENESTRATION SHGC <\/td>\n<\/tr>\n
282<\/td>\nSECTION N1102 BUILDING THERMAL ENVELOPE
TABLE N1102.1(1) INSULATION AND FENESTRATION REQUIREMENTS BY COMPONENTa
TABLE N1102.1(2) ALTERNATIVE INSULATION REQUIREMENTS BY COMPONENTa (See Section N1102.1 exception 3)
TABLE N1102.1.2 EQUIVALENT U-FACTORSa <\/td>\n<\/tr>\n
283<\/td>\nTABLE N1102.1.4 INSULATION AND FENESTRATION REQUIREMENTS BY COMPONENT FOR RESIDENCES USING ELECTRIC RESISTANCE HEATING <\/td>\n<\/tr>\n
284<\/td>\nTABLE N1102.2.4 STEEL-FRAME CEILING, WALL AND FLOOR INSULATION (R-VALUE) <\/td>\n<\/tr>\n
285<\/td>\nSECTION N1103 SYSTEMS <\/td>\n<\/tr>\n
286<\/td>\nTABLE N1103.7 OPTIONAL MECHANICAL EQUIPMENT EFFICIENCY REQUIREMENTS <\/td>\n<\/tr>\n
287<\/td>\nPART V – MECHANICAL
CHAPTER 12 MECHANICAL
SECTION M1201 GENERAL
[EB] SECTION M1202 EXISTING MECHANICAL SYSTEMS <\/td>\n<\/tr>\n
289<\/td>\nCHAPTER 13 GENERAL MECHANICAL SYSTEM REQUIREMENTS
SECTION M1301 GENERAL
SECTION M1302 APPROVAL
SECTION M1303 LABELING OF APPLIANCES
SECTION M1304 TYPE OF FUEL
SECTION M1305 APPLIANCE ACCESS <\/td>\n<\/tr>\n
290<\/td>\nSECTION M1306 CLEARANCES FROM COMBUSTIBLE CONSTRUCTION
FIGURE M1306.1 REDUCED CLEARANCE DIAGRAM <\/td>\n<\/tr>\n
291<\/td>\nFIGURE M1306.2 WALL PROTECTOR CLEARANCE REDUCTION SYSTEM <\/td>\n<\/tr>\n
292<\/td>\nTABLE M1306.2 REDUCTION OF CLEARANCES WITH SPECIFIED FORMS OF PROTECTIONa,b,c,d,e,f,g,h,i,j,k <\/td>\n<\/tr>\n
293<\/td>\nSECTION M1307 APPLIANCE INSTALLATION
SECTION M1308 MECHANICAL SYSTEMS INSTALLATION <\/td>\n<\/tr>\n
295<\/td>\nCHAPTER 14 HEATING AND COOLING EQUIPMENT
SECTION M1401 GENERAL
SECTION M1402 CENTRAL FURNACES
SECTION M1403 HEAT PUMP EQUIPMENT
SECTION M1404 REFRIGERATION COOLING EQUIPMENT
SECTION M1405 BASEBOARD CONVECTORS
SECTION M1406 RADIANT HEATING SYSTEMS <\/td>\n<\/tr>\n
296<\/td>\nSECTION M1407 DUCT HEATERS
SECTION M1408 VENTED FLOOR FURNACES
SECTION M1409 VENTED WALL FURNACES <\/td>\n<\/tr>\n
297<\/td>\nSECTION M1410 VENTED ROOM HEATERS
SECTION M1411 REFRIGERATION COOLING EQUIPMENT <\/td>\n<\/tr>\n
298<\/td>\nSECTION M1412 ABSORPTION COOLING EQUIPMENT
SECTION M1413 EVAPORATIVE COOLING EQUIPMENT
SECTION 1414 FIREPLACE (WOOD) STOVES
SECTION M1415 MASONRY HEATERS
SECTION 1416 KEROSENE AND OIL-FIRED STOVES ANDHEATERS <\/td>\n<\/tr>\n
299<\/td>\nCHAPTER 15 EXHAUST SYSTEMS
SECTION M1501 CLOTHES DRYERS EXHAUST
SECTION M1502 RANGE HOODS
SECTION M1503 INSTALLATION OF MICROWAVE OVENS
SECTION M1504 OVERHEAD EXHAUST HOODS <\/td>\n<\/tr>\n
300<\/td>\nSECTION M1505 EXHAUST DUCTS
SECTION M1506 MECHANICAL VENTILATION
TABLE M1506.3 MINIMUM REQUIRED EXHAUST RATES FOR ONE- AND TWO-FAMILY DWELLINGS <\/td>\n<\/tr>\n
301<\/td>\nCHAPTER 16 DUCT SYSTEMS
SECTION M1601 DUCT CONSTRUCTION
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 <\/td>\n<\/tr>\n
303<\/td>\nSECTION M1602 RETURN AIR <\/td>\n<\/tr>\n
305<\/td>\nCHAPTER 17 COMBUSTION AIR
SECTION M1701 GENERAL
SECTION M1702 ALL AIR FROM INSIDE THE BUILDING
SECTION M1703 ALL AIR FROM OUTDOORS <\/td>\n<\/tr>\n
306<\/td>\nFIGURE M1702.2 APPLIANCES LOCATED IN CONFINED SPACES\u2014ALL AIR TAKEN FROM ADJACENT SPACES WITHIN THE BUILDING <\/td>\n<\/tr>\n
307<\/td>\nFIGURE M1703.2(1) APPLIANCES LOCATED IN CONFINED SPACES\u2014ALL AIR TAKEN FROM OUTDOORS THROUGH TWO OPENINGS
FIGURE M1703.2(2) APPLIANCES LOCATED IN CONFINED SPACES\u2014ALL AIR TAKEN FROM OUTDOORS THROUGH HORIZONTAL DUCTS <\/td>\n<\/tr>\n
308<\/td>\nFIGURE M1703.2(3) APPLIANCES LOCATED IN CONFINED SPACES\u2014ALL AIR TAKEN FROM OUTDOORS THROUGH VENTILATED ATTIC
FIGURE M1703.2(4) APPLIANCES LOCATED IN CONFINED SPACES\u2014INLET AIR TAKEN FROM VENTILATED CRAWL SPACE AND OUTLET AIR TO VENTILATED ATTIC <\/td>\n<\/tr>\n
309<\/td>\nFIGURE M1703.3 APPLIANCES LOCATED IN CONFINED SPACES\u2014ALL AIR TAKEN FROM OUTDOORS THROUGH VENTILATED ATTIC, INLET DUCT WITHIN OUTLET DUCT <\/td>\n<\/tr>\n
311<\/td>\nCHAPTER 18 CHIMNEYS AND VENTS
SECTION M1801 GENERAL
SECTION M1802 VENT COMPONENTS <\/td>\n<\/tr>\n
312<\/td>\nSECTION M1803 CHIMNEY AND VENT CONNECTORS
TABLE M1803.2 THICKNESS FOR SINGLE-WALL METAL PIPE CONNECTORS
TABLE M1803.3.4 CHIMNEY AND VENT CONNECTOR CLEARANCES TO COMBUSTIBLE MATERIALSa <\/td>\n<\/tr>\n
313<\/td>\nSECTION M1804 VENTS
TABLE M1804.1 VENT SELECTION CHART
SECTION M1805 MASONRY AND FACTORY-BUILT CHIMNEYS <\/td>\n<\/tr>\n
315<\/td>\nCHAPTER 19 SPECIAL FUEL-BURNING EQUIPMENT
SECTION M1901 COOKING APPLIANCES
SECTION M1902 SAUNA HEATERS
SECTION M1903 STATIONARY FUEL CELL POWER PLANTS <\/td>\n<\/tr>\n
317<\/td>\nCHAPTER 20 BOILERS AND WATER HEATERS
SECTION M2001 BOILERS
SECTION M2002 OPERATING AND SAFETY CONTROLS
SECTION M2003 EXPANSION TANKS
SECTION M2004 WATER HEATERS USED FOR SPACE HEATING
SECTION M2005 WATER HEATERS <\/td>\n<\/tr>\n
318<\/td>\nTABLE M2003.2 EXPANSION TANK MINIMUM CAPACITYa FOR FORCED HOT\u2013WATER SYSTEMS
SECTION M2006 POOL HEATERS <\/td>\n<\/tr>\n
319<\/td>\nCHAPTER 21 HYDRONIC PIPING
SECTION M2101 HYDRONIC PIPING SYSTEMS INSTALLATION
TABLE M2101.1 HYDRONIC PIPING MATERIALS <\/td>\n<\/tr>\n
320<\/td>\nTABLE M2101.9 HANGER SPACING INTERVALS
SECTION M2102 BASEBOARD CONVECTORS
SECTION M2103 FLOOR HEATING SYSTEMS <\/td>\n<\/tr>\n
321<\/td>\nSECTION M2104 LOW TEMPERATURE PIPING
SECTION M2105 GROUND SOURCE HEAT PUMP SYSTEM LOOP PIPING <\/td>\n<\/tr>\n
323<\/td>\nCHAPTER 22 SPECIAL PIPING AND STORAGE SYSTEMS
SECTION M2201 OIL TANKS
SECTION M2202 OIL PIPING, FITTING AND CONNECTIONS
SECTION M2203 INSTALLATION <\/td>\n<\/tr>\n
324<\/td>\nSECTION M2204 OIL PUMPS AND VALVES <\/td>\n<\/tr>\n
325<\/td>\nCHAPTER 23 SOLAR SYSTEMS
SECTION M2301 SOLAR ENERGY SYSTEMS <\/td>\n<\/tr>\n
327<\/td>\nPART VI – FUEL GAS
CHAPTER 24 FUEL GAS
SECTION G2401 (101) GENERAL
SECTION G2402 (201) GENERAL
SECTION G2403 (202) DEFINITIONS
SECTION G2404 (301) GENERAL REGULATIONS <\/td>\n<\/tr>\n
328<\/td>\nSECTION G2405 (302) STRUCTURAL SAFETY
SECTION G2406 (303) APPLIANCE LOCATION
SECTION G2407 (304) COMBUSTION, VENTILATION AND DILUTION AIR <\/td>\n<\/tr>\n
329<\/td>\n(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
330<\/td>\nFIGURE G2407.6.1(1) [304.6.1(1)] ALL AIR FROM OUTDOOR\u2014INLET AIR FROM VENTILATED CRAWL SPACE AND OUTLET AIR TO VENTILATED ATTIC (see Section G2407.6.1) <\/td>\n<\/tr>\n
331<\/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
332<\/td>\nFIGURE G2407.6.2 (304.6.2) SINGLE COMBUSTION AIR OPENING\u2014ALL AIR FROM OUTDOORS (see Section G2407.6.2.) <\/td>\n<\/tr>\n
333<\/td>\nSECTION G2408 (305) INSTALLATION
SECTION G2409 (308) CLEARANCE REDUCTION <\/td>\n<\/tr>\n
334<\/td>\nTABLE G2409.2 (308.2) REDUCTION OF CLEARANCES WITH SPECIFIED FORMS OF PROTECTIONa,b,c,d,e,f,g,h,i,j,k <\/td>\n<\/tr>\n
335<\/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
336<\/td>\nSECTION G2410 (309) ELECTRICAL
SECTION G2411 (310) ELECTRICAL BONDING
SECTION G2412 (401) GAS PIPING SYSTEMS <\/td>\n<\/tr>\n
337<\/td>\nSECTION G2413 (402) PIPE SIZING
TABLE G2413.2 (402.2) APPROXIMATE GAS INPUT FOR TYPICAL APPLIANCES <\/td>\n<\/tr>\n
338<\/td>\n(EQUATION 24-3)
(EQUATION 24-4)
TABLE G2413.4 (402.4) Cr AND Y VALUES FOR NATURAL GAS AND UNDILUTED PROPANE AT STANDARD CONDITIONS
SECTION G2414 (403) PIPING MATERIALS <\/td>\n<\/tr>\n
339<\/td>\nTABLE G2413.4(1) [402.4(2) ]SCHEDULE 40 METALLIC PIPE
TABLE G2413.4(2) [402.4(3)] SCHEDULE 40 METALLIC PIPE <\/td>\n<\/tr>\n
340<\/td>\nTABLE G2413.4(3) [402.4(8)] SEMI-RIGID COPPER TUBING <\/td>\n<\/tr>\n
341<\/td>\nTABLE G2413.4(4) [402.4(11)] SEMI-RIGID COPPER TUBING <\/td>\n<\/tr>\n
342<\/td>\nTABLE G2413.4(5) [402.4(14)] CORRUGATED STAINLESS STEEL TUBING (CSST) <\/td>\n<\/tr>\n
343<\/td>\nTABLE G2413.4(6) [402.4(17)] CORRUGATED STAINLESS STEEL TUBING (CSST) <\/td>\n<\/tr>\n
344<\/td>\nTABLE G2414.9.2 (403.9.2) SPECIFICATIONS FOR THREADING METALLIC PIPE <\/td>\n<\/tr>\n
345<\/td>\nSECTION G2415 (404) PIPING SYSTEM INSTALLATION <\/td>\n<\/tr>\n
346<\/td>\nSECTION G2416 (405) PIPING BENDS AND CHANGES IN DIRECTION <\/td>\n<\/tr>\n
347<\/td>\nSECTION G2417 (406) INSPECTION, TESTING AND PURGING <\/td>\n<\/tr>\n
348<\/td>\nSECTION G2418 (407) PIPING SUPPORT
SECTION G2419 (408) DRIPS AND SLOPED PIPING
SECTION G2420 (409) GAS SHUTOFF VALVES <\/td>\n<\/tr>\n
349<\/td>\nSECTION G2421 (410 )FLOW CONTROLS
SECTION G2422 (411) APPLIANCE CONNECTIONS <\/td>\n<\/tr>\n
350<\/td>\nSECTION G2423 (413) CNG GAS-DISPENSING SYSTEMS
SECTION G2424 (415) PIPING SUPPORT INTERVALS
TABLE G2424.1 SUPPORT OF PIPING
SECTION G2425 (501) CHIMNEYS AND VENTS <\/td>\n<\/tr>\n
351<\/td>\nSECTION G2426 (502) VENTS <\/td>\n<\/tr>\n
352<\/td>\nSECTION G2427 (503) VENTING OF EQUIPMENT <\/td>\n<\/tr>\n
353<\/td>\nTABLE G2427.4 (503.4) TYPE OF VENTING SYSTEM TO BE USED <\/td>\n<\/tr>\n
354<\/td>\nFIGURE G2427.5.3 (503.5.4) TYPICAL TERMINATION LOCATIONS FOR CHIMNEYS AND SINGLE-WALL METAL PIPES <\/td>\n<\/tr>\n
356<\/td>\nFIGURE G2427.6.5 (503.6.6) 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
357<\/td>\nTABLE G2427.7.7 (503.7.7) CLEARANCES FOR CONNECTORS <\/td>\n<\/tr>\n
358<\/td>\nFIGURE G2427.8 <\/td>\n<\/tr>\n
359<\/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
361<\/td>\nSECTION G2428 (504) SIZING OF CATEGORY I APPLIANCE VENTING SYSTEMS <\/td>\n<\/tr>\n
363<\/td>\nTABLE G2428.2(1) [504.2(1)] TYPE B DOUBLE-WALL GAS VENT <\/td>\n<\/tr>\n
364<\/td>\nTABLE G2428.2(1) [504.2(1)]\u2014continued TYPE B DOUBLE-WALL GAS VENT <\/td>\n<\/tr>\n
365<\/td>\nTABLE G2428.2(2) [504.2(2)] TYPE B DOUBLE-WALL GAS VENT <\/td>\n<\/tr>\n
366<\/td>\nTABLE G2428.2(2) [504.2(2)\u2014continued] TYPE B DOUBLE-WALL GAS VENT <\/td>\n<\/tr>\n
367<\/td>\nTABLE G2428.3(1) [504.3(1)] TYPE B DOUBLE-WALL VENT <\/td>\n<\/tr>\n
368<\/td>\nTABLE G2428.3(2) [504.3(2)] TYPE B DOUBLE-WALL VENT <\/td>\n<\/tr>\n
369<\/td>\nTABLE G2428.3(3) [504.3(3)] MASONRY CHIMNEY <\/td>\n<\/tr>\n
370<\/td>\nTABLE G2428.3(4) [504.3(4)] MASONRY CHIMNEY <\/td>\n<\/tr>\n
371<\/td>\nTABLE G2428.3.2 (504.3.2) MAXIMUM VENT CONNECTOR LENGTH <\/td>\n<\/tr>\n
372<\/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
373<\/td>\nSECTION G2431 (601) SPECIFIC APPLIANCES
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
374<\/td>\nSECTION G2438 (613) CLOTHES DRYERS
SECTION G2439 (614) CLOTHES DRYER EXHAUST
SECTION G2440 (615) SAUNA HEATERS <\/td>\n<\/tr>\n
375<\/td>\nSECTION G2441 (617) POOL AND SPA HEATERS
SECTION G2442 (618) FORCED-AIR WARM-AIR FURNACES <\/td>\n<\/tr>\n
376<\/td>\nSECTION G2443 (619) CONVERSION BURNERS
SECTION G2444 (620) UNIT HEATERS
SECTION G2445 (621) UNVENTED ROOM HEATERS
SECTION G2446 (622) VENTED ROOM HEATERS <\/td>\n<\/tr>\n
377<\/td>\nSECTION G2447 (623) COOKING APPLIANCES
SECTION G2448 (624) WATER HEATERS
SECTION G2449 (627) AIR CONDITIONING EQUIPMENT
SECTION G2450 (628) ILLUMINATING APPLIANCES
SECTION G2451 (630) INFRARED RADIANT HEATERS <\/td>\n<\/tr>\n
378<\/td>\nSECTION G2452 (631) BOILERS
SECTION G2453 (634) CHIMNEY DAMPER OPENING AREA
TABLE G2453.1 (634.1) FREE OPENING AREA OF CHIMNEY DAMPER FOR VENTING FLUE GASES FROM UNLISTED DECORATIVE APPLIANCES FOR INSTALLATION IN VENTED FIREPLACES
SECTION G2454 (633) STATIONARY FUEL CELL POWER PLANTS <\/td>\n<\/tr>\n
379<\/td>\nPART VII – PLUMBING
CHAPTER 25 PLUMBING
SECTION P2501 GENERAL
[EB] SECTION P2502 EXISTING PLUMBING SYSTEMS
SECTION P2503 INSPECTION AND TESTS <\/td>\n<\/tr>\n
381<\/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
382<\/td>\nSECTION P2604 TRENCHING AND BACKFILLING
FIGURE P2604.4 PIPE LOCATION WITH RESPECT TO FOOTINGS
SECTION P2605 SUPPORT
SECTION P2606 WATERPROOFING OF OPENINGS <\/td>\n<\/tr>\n
383<\/td>\nTABLE P2605.1 PIPING SUPPORT
SECTION P2607 WORKMANSHIP
SECTION P2608 MATERIALS EVALUATION AND LISTING <\/td>\n<\/tr>\n
384<\/td>\nTABLE P2608.4 PRODUCTS AND MATERIALS REQUIRING THIRD-PARTY TESTING AND THIRD-PARTY CERTIFICATION <\/td>\n<\/tr>\n
385<\/td>\nCHAPTER 27 PLUMBING FIXTURES
SECTION P2701 FIXTURES, FAUCETS AND FIXTURE FITTINGS
TABLE P2701.1 PLUMBING FIXTURES, FAUCETS AND FIXTURE FITTINGS <\/td>\n<\/tr>\n
386<\/td>\nSECTION P2702 FIXTURE ACCESSORIES
SECTION P2703 TAIL PIECES
SECTION P2704 ACCESS TO CONNECTIONS
SECTION P2705 INSTALLATION
SECTION P2706 WASTE RECEPTORS
SECTION P2707 DIRECTIONAL FITTINGS <\/td>\n<\/tr>\n
387<\/td>\nSECTION P2708 SHOWERS
SECTION P2709 SHOWER RECEPTORS
SECTION P2710 SHOWER WALLS
SECTION P2711 LAVATORIES <\/td>\n<\/tr>\n
388<\/td>\nSECTION P2712 WATER CLOSETS
SECTION P2713 BATHTUBS
SECTION P2714 SINKS
SECTION P2715 LAUNDRY TUBS
SECTION P2716 FOOD WASTE GRINDER
SECTION P2717 DISHWASHING MACHINES <\/td>\n<\/tr>\n
389<\/td>\nSECTION P2718 CLOTHES WASHING MACHINE
SECTION P2719 FLOOR DRAINS
SECTION P2720 WHIRLPOOL BATHTUBS
SECTION P2721 BIDET INSTALLATIONS
SECTION P2722 FIXTURE FITTING
SECTION P2723 MACERATING TOILET SYSTEMS
SECTION P2724 SPECIALTY TEMPERATURE CONTROL DEVICES AND VALVES <\/td>\n<\/tr>\n
391<\/td>\nCHAPTER 28 WATER HEATERS
SECTION P2801 GENERAL
SECTION P2802 WATER HEATERS USED FOR SPACE HEATING
SECTION P2803 RELIEF VALVES <\/td>\n<\/tr>\n
393<\/td>\nCHAPTER 29 WATER SUPPLY AND DISTRIBUTION
SECTION P2901 GENERAL
SECTION P2902 PROTECTION OF POTABLE WATER SUPPLY <\/td>\n<\/tr>\n
394<\/td>\nTABLE P2902.2 APPLICATION FOR BACKFLOW PREVENTERS <\/td>\n<\/tr>\n
395<\/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
396<\/td>\nTABLE P2903.6 WATER-SUPPLY FIXTURE-UNIT VALUES FOR VARIOUS PLUMBING FIXTURES AND FIXTURE GROUPS <\/td>\n<\/tr>\n
397<\/td>\nTABLE P2903.6(1) CONVERSIONS FROM WATER SUPPLY FIXTURE UNIT TO GALLON PER MINUTE FLOW RATES <\/td>\n<\/tr>\n
399<\/td>\nTABLE P2903.7 MINIMUM SIZE OF WATER METERS, MAINS AND DISTRIBUTION PIPING BASED ON WATER SUPPLY FIXTURE UNIT VALUES <\/td>\n<\/tr>\n
400<\/td>\nTABLE P2903.7\u2014continued MINIMUM SIZE OF WATER METERS, MAINS AND DISTRIBUTION PIPING BASED ON WATER SUPPLY FIXTURE UNIT VALUES
TABLE P2903.8.1 MANIFOLD SIZING <\/td>\n<\/tr>\n
401<\/td>\nFIGURE P2903.10 TYPICAL FROST-PROOF HOSE BIBB INSTALLATION NOT REQUIRING SEPARATE VALUE
SECTION P2904 MATERIALS, JOINTS AND CONNECTIONS <\/td>\n<\/tr>\n
402<\/td>\nTABLE P2904.4.1 WATER SERVICE PIPEa <\/td>\n<\/tr>\n
403<\/td>\nTABLE P2904.5 WATER DISTRIBUTION PIPE
TABLE P2904.6 PIPE FITTINGS <\/td>\n<\/tr>\n
405<\/td>\nSECTION P2905 CHANGES IN DIRECTION
SECTION P2906 SUPPORT
SECTION P2907 DRINKING WATER TREATMENT UNITS <\/td>\n<\/tr>\n
407<\/td>\nCHAPTER 30 SANITARY DRAINAGE
SECTION P3001 GENERAL
SECTION P3002 MATERIALS
SECTION P3003 JOINTS AND CONNECTIONS <\/td>\n<\/tr>\n
408<\/td>\nTABLE P3002.1 DRAIN, WASTE AND VENT PIPING AND FITTING MATERIALS <\/td>\n<\/tr>\n
409<\/td>\nTABLE P3002.2 BUILDING SEWER PIPING AND FITTINGS <\/td>\n<\/tr>\n
410<\/td>\nSECTION P3004 DETERMINING DRAINAGE FIXTURE UNITS
SECTION P3005 DRAINAGE SYSTEM <\/td>\n<\/tr>\n
411<\/td>\nTABLE P3004.1 DRAINAGE FIXTURE UNIT (d.f.u.) VALUES FOR VARIOUS PLUMBING FIXTURES <\/td>\n<\/tr>\n
412<\/td>\nTABLE P3005.1 FITTINGS FOR CHANGE IN DIRECTION <\/td>\n<\/tr>\n
413<\/td>\nTABLE P3005.2.9 CLEANOUTS
TABLE P3005.4.1 MAXIMUM FIXTURE UNITS ALLOWED TO BE CONNECTED TO BRANCHES AND STACKS
TABLE P3005.4.2 MAXIMUM NUMBER OF FIXTURE UNITS ALLOWED TO BE CONNECTED TO THE BUILDING DRAIN, BUILDING DRAIN BRANCHES OR THE BUILDING SEWER <\/td>\n<\/tr>\n
414<\/td>\nSECTION P3006 SIZING OF DRAIN PIPE OFFSETS
SECTION P3007 SUMPS AND EJECTORS
SECTION P3008 BACKWATER VALVES <\/td>\n<\/tr>\n
415<\/td>\nCHAPTER 31 VENTS
SECTION P3101 VENT SYSTEMS
SECTION P3102 VENT STACKS AND STACK VENTS
SECTION P3103 VENT TERMINALS
SECTION P3104 VENT CONNECTIONS AND GRADES <\/td>\n<\/tr>\n
416<\/td>\nSECTION P3105 FIXTURE VENTS
TABLE P3105.1 MAXIMUM DISTANCE OF FIXTURE TRAP FROM VENT
SECTION P3106 INDIVIDUAL VENT
SECTION P3107 COMMON VENT <\/td>\n<\/tr>\n
417<\/td>\nTABLE P3107.3 COMMON VENT SIZES
SECTION P3108 WET VENTING
TABLE P3108.3 WET VENT SIZE
SECTION P3109 WASTE STACK VENT
TABLE P3109.4 WASTE STACK VENT SIZE
SECTION P3110 CIRCUIT VENTING <\/td>\n<\/tr>\n
418<\/td>\nSECTION P3111 COMBINATION WASTE AND VENT SYSTEM
TABLE P3111.3 SIZE OF COMBINATION WASTE AND VENT PIPE
SECTION P3112 ISLAND FIXTURE VENTING
SECTION P3113 VENT PIPE SIZING <\/td>\n<\/tr>\n
419<\/td>\nTABLE P3113.4.1 SIZE AND LENGTH OF SUMP VENTS
SECTION P3114 AIR ADMITTANCE VALVES <\/td>\n<\/tr>\n
420<\/td>\nFIGURE P3108.1(1) TYPICAL SINGLE-BATH WET-VENT ARRANGEMENTS <\/td>\n<\/tr>\n
421<\/td>\nFIGURE P3108.1(2) TYPICAL DOUBLE-BATH WET-VENT ARRANGEMENTS <\/td>\n<\/tr>\n
422<\/td>\nFIGURE P3108.1(3) TYPICAL HORIZONTAL WET VENTING <\/td>\n<\/tr>\n
423<\/td>\nFIGURE P3108.1(4) TYPICAL METHODS OF WET VENTING <\/td>\n<\/tr>\n
424<\/td>\nFIGURE P3108.1(5) SINGLE-STACK SYSTEM FOR A TWO-STORY DWELLING <\/td>\n<\/tr>\n
425<\/td>\nFIGURE P3109.2 WET STACK VENTING <\/td>\n<\/tr>\n
426<\/td>\nFIGURE P3110.4 CIRCUIT VENT WITH ADDITIONAL NONCIRCUIT VENTED BRANCHES <\/td>\n<\/tr>\n
427<\/td>\nCHAPTER 32 TRAPS
SECTION P3201 FIXTURE TRAPS
TABLE P3201.7 SIZE OF TRAPS AND TRAP ARMS FOR PLUMBING FIXTURES <\/td>\n<\/tr>\n
429<\/td>\nPART VIII – ELECTRICAL
CHAPTER 33 GENERAL REQUIREMENTS
SECTION E3301 GENERAL
SECTION E3302 BUILDING STRUCTURE PROTECTION
SECTION E3303 APPROVAL
SECTION E3304 GENERAL EQUIPMENT REQUIREMENTS <\/td>\n<\/tr>\n
430<\/td>\nSECTION E3305 EQUIPMENT LOCATION AND CLEARANCES <\/td>\n<\/tr>\n
431<\/td>\nFIGURE E3305.1a,b,c,d,e WORKING SPACE AND CLEARANCES <\/td>\n<\/tr>\n
432<\/td>\nSECTION E3306 ELECTRICAL CONDUCTORS AND CONNECTIONS
SECTION E3307 CONDUCTOR AND TERMINAL IDENTIFICATION <\/td>\n<\/tr>\n
435<\/td>\nCHAPTER 34 ELECTRICAL DEFINITIONS
SECTION E3401 GENERAL <\/td>\n<\/tr>\n
439<\/td>\nCHAPTER 35 SERVICES
SECTION E3501 GENERAL SERVICES
SECTION E3502 SERVICE SIZE AND RATING
TABLE E3502.2 MINIMUM SERVICE LOAD CALCULATION <\/td>\n<\/tr>\n
440<\/td>\nSECTION E3503 SERVICE, FEEDER AND GROUNDING ELECTRODE CONDUCTOR SIZING
TABLE E3503.1 SERVICE CONDUCTOR AND GROUNDING ELECTRODE CONDUCTOR SIZING <\/td>\n<\/tr>\n
441<\/td>\nSECTION E3504 OVERHEAD SERVICE-DROP AND SERVICE CONDUCTOR INSTALLATION
FIGURE E3504.1 CLEARANCES FROM BUILDING OPENINGS <\/td>\n<\/tr>\n
442<\/td>\nFIGURE E3504.2.1 CLEARANCES FROM ROOFS <\/td>\n<\/tr>\n
443<\/td>\nSECTION E3505 SERVICE-ENTRANCE CONDUCTORS
SECTION E3506 SERVICE EQUIPMENT\u2014GENERAL <\/td>\n<\/tr>\n
444<\/td>\nSECTION E3507 SYSTEM GROUNDING
SECTION E3508 GROUNDING ELECTRODE SYSTEM <\/td>\n<\/tr>\n
445<\/td>\nSECTION E3509 BONDING <\/td>\n<\/tr>\n
446<\/td>\nSECTION E3510 GROUNDING ELECTRODE CONDUCTORS
SECTION E3511 GROUNDING ELECTRODE CONDUCTOR CONNECTION TO THE GROUNDING ELECTRODES <\/td>\n<\/tr>\n
449<\/td>\nCHAPTER 36 BRANCH CIRCUIT AND FEEDER REQUIREMENTS
SECTION E3601 GENERAL
SECTION E3602 BRANCH CIRCUIT RATINGS <\/td>\n<\/tr>\n
450<\/td>\nTABLE E3602.13 BRANCH-CIRCUIT REQUIREMENTS\u2014SUMMARYa,b
SECTION E3603 REQUIRED BRANCH CIRCUITS <\/td>\n<\/tr>\n
451<\/td>\nSECTION E3604 FEEDER REQUIREMENTS
TABLE E3604.3(1) FEEDER LOAD CALCULATION <\/td>\n<\/tr>\n
452<\/td>\nTABLE E3604.3(2) DEMAND LOADS FOR ELECTRIC RANGES, WALL-MOUNTED OVENS, COUNTER-MOUNTED COOKING UNITS AND OTHER COOKING APPLIANCES OVER 13\/4 kVA RATINGa,b
SECTION E3605 CONDUCTOR SIZING AND OVERCURRENT PROTECTION
TABLE E3605.1 ALLOWABLE AMPACITIES <\/td>\n<\/tr>\n
453<\/td>\nTABLE E3605.2 AMBIENT TEMPERATURE CORRECTION FACTORS
TABLE E3605.3 CONDUCTOR PROXIMITY ADJUSTMENT FACTORS <\/td>\n<\/tr>\n
454<\/td>\nTABLE E3605.5.3 OVERCURRENT-PROTECTION RATING <\/td>\n<\/tr>\n
455<\/td>\nSECTION E3606 PANELBOARDS <\/td>\n<\/tr>\n
457<\/td>\nCHAPTER 37 WIRING METHODS
SECTION E3701 GENERAL REQUIREMENTS
TABLE E3701.2 ALLOWABLE WIRING METHODS
SECTION E3702 ABOVE-GROUND INSTALLATION REQUIREMENTS <\/td>\n<\/tr>\n
458<\/td>\nTABLE E3701.4 ALLOWABLE APPLICATIONS FOR WIRING METHODSa,b,c,d,e,f,g,h,i <\/td>\n<\/tr>\n
459<\/td>\nTABLE E3702.1 GENERAL INSTALLATION AND SUPPORT REQUIREMENTS FOR WIRING METHODSa,b,c,d,e,f,g,h,i <\/td>\n<\/tr>\n
460<\/td>\nSECTION E3703 UNDERGROUND INSTALLATION REQUIREMENTS
TABLE E3703.1 MINIMUM COVER REQUIREMENTS, BURIAL IN INCHESa,b,c,d <\/td>\n<\/tr>\n
463<\/td>\nCHAPTER 38 POWER AND LIGHTING DISTRIBUTION
SECTION E3801 RECEPTACLE OUTLETS
FIGURE E3801.2 GENERAL USE RECEPTACLE DISTRIBUTION <\/td>\n<\/tr>\n
464<\/td>\nFIGURE E3801.4 COUNTERTOP RECEPTACLES <\/td>\n<\/tr>\n
465<\/td>\nSECTION E3802 GROUND-FAULT AND ARC-FAULT CIRCUIT-INTERRUPTER PROTECTION
SECTION E3803 LIGHTING OUTLETS <\/td>\n<\/tr>\n
466<\/td>\nSECTION E3804 GENERAL INSTALLATION REQUIREMENTS
SECTION E3805 BOXES, CONDUIT BODIES AND FITTINGS <\/td>\n<\/tr>\n
467<\/td>\nTABLE E3804.6(1) MAXIMUM NUMBER OF CONDUCTORS IN ELECTRICAL METALLIC TUBING (EMT)a <\/td>\n<\/tr>\n
468<\/td>\nTABLE E3804.6(2) MAXIMUM NUMBER OF CONDUCTORS IN ELECTRICAL NONMETALLIC TUBING (ENT)a <\/td>\n<\/tr>\n
469<\/td>\nTABLE E3804.6(3) MAXIMUM NUMBER OF CONDUCTORS IN FLEXIBLE METALLIC CONDUIT (FMC)a <\/td>\n<\/tr>\n
470<\/td>\nTABLE E3804.6(4) MAXIMUM NUMBER OF CONDUCTORS IN INTERMEDIATE METALLIC CONDUIT (IMC)a <\/td>\n<\/tr>\n
471<\/td>\nTABLE E3804.6(5) MAXIMUM NUMBER OF CONDUCTORS IN LIQUID-TIGHT FLEXIBLE NONMETALLIC CONDUIT (FNMC-B)a <\/td>\n<\/tr>\n
472<\/td>\nTABLE E3804.6(6) MAXIMUM NUMBER OF CONDUCTORS IN LIQUID-TIGHT FLEXIBLE NONMETALLIC CONDUIT (FNMC-A)a <\/td>\n<\/tr>\n
473<\/td>\nTABLE E3804.6(7) MAXIMUM NUMBER OF CONDUCTORS IN LIQUID-TIGHT FLEXIBLE METAL CONDUIT (LFMC)a <\/td>\n<\/tr>\n
474<\/td>\nTABLE E3804.6(8) MAXIMUM NUMBER OF CONDUCTORS IN RIGID METAL CONDUIT (RMC)a <\/td>\n<\/tr>\n
475<\/td>\nTABLE E3804.6(9) MAXIMUM NUMBER OF CONDUCTORS IN RIGID PVC CONDUIT, SCHEDULE 80 (PVC-80)a <\/td>\n<\/tr>\n
476<\/td>\nTABLE E3804.6(10)MAXIMUM NUMBER OF CONDUCTORS IN RIGID PVC CONDUIT SCHEDULE 40 (PVC-40)a <\/td>\n<\/tr>\n
478<\/td>\nTABLE E3805.12.1 MAXIMUM NUMBER OF CONDUCTORS IN METAL BOXESa
TABLE E3805.12.2.1 VOLUME ALLOWANCE REQUIRED PER CONDUCTOR <\/td>\n<\/tr>\n
479<\/td>\nSECTION E3806 INSTALLATION OF BOXES, CONDUITBODIES AND FITTINGS <\/td>\n<\/tr>\n
480<\/td>\nSECTION E3807 CABINETS AND PANELBOARDS <\/td>\n<\/tr>\n
481<\/td>\nSECTION E3808 GROUNDING <\/td>\n<\/tr>\n
482<\/td>\nTABLE E3808.12 EQUIPMENT GROUNDING CONDUCTOR SIZING <\/td>\n<\/tr>\n
483<\/td>\nSECTION E3809 FLEXIBLE CORDS <\/td>\n<\/tr>\n
484<\/td>\nTABLE E3809.2 MAXIMUM AMPERE LOAD AND OVERCURRENT PROTECTION-DEVICE RATING FOR FLEXIBLE CORDS <\/td>\n<\/tr>\n
485<\/td>\nCHAPTER 39 DEVICES AND LUMINAIRES
SECTION E3901 SWITCHES
SECTION E3902 RECEPTACLES <\/td>\n<\/tr>\n
486<\/td>\nTABLE E3902.1.2 RECEPTACLE RATINGS FOR VARIOUS SIZE MULTIOUTLET CIRCUITS
SECTION E3903 FIXTURES <\/td>\n<\/tr>\n
487<\/td>\nFIGURE E3903.11 CLOSET STORAGE SPACE <\/td>\n<\/tr>\n
488<\/td>\nSECTION E3904 LUMINAIRE INSTALLATION
SECTION E3905 TRACK LIGHTING <\/td>\n<\/tr>\n
489<\/td>\nCHAPTER 40 APPLIANCE INSTALLATION
SECTION E4001 GENERAL
TABLE E4001.3 FLEXIBLE CORD LENGTH <\/td>\n<\/tr>\n
490<\/td>\nTABLE E4001. 5DISCONNECTING MEANS <\/td>\n<\/tr>\n
491<\/td>\nCHAPTER 41 SWIMMING POOLS
SECTION E4101 GENERAL
SECTION E4102 WIRING METHODS FOR POOLS, SPAS, HOT TUBS AND HYDROMASSAGE BATHTUBS <\/td>\n<\/tr>\n
492<\/td>\nTABLE E4102.1 ALLOWABLE APPLICATIONS FOR WIRING METHODSa,b,c,d,e,f,g <\/td>\n<\/tr>\n
493<\/td>\nSECTION E4103 EQUIPMENT LOCATION AND CLEARANCES <\/td>\n<\/tr>\n
494<\/td>\nTABLE E4103.5 OVERHEAD CONDUCTOR CLEARANCES
TABLE E4103. 6MINIMUM BURIAL DEPTHS
SECTION E4104 BONDING <\/td>\n<\/tr>\n
495<\/td>\nSECTION E4105 GROUNDING <\/td>\n<\/tr>\n
496<\/td>\nSECTION E4106 EQUIPMENT INSTALLATION <\/td>\n<\/tr>\n
498<\/td>\nSECTION E4107 STORABLE SWIMMING POOLS
SECTION E4108 SPAS AND HOT TUBS <\/td>\n<\/tr>\n
499<\/td>\nSECTION E4109 HYDROMASSAGE BATHTUBS <\/td>\n<\/tr>\n
501<\/td>\nCHAPTER 42 CLASS 2 REMOTE-CONTROL, SIGNALING AND POWER-LIMITED CIRCUITS
SECTION E4201 GENERAL
SECTION E4202 POWER SOURCES
SECTION E4203 WIRING METHODS
TABLE E4203.2 CABLE USES AND PERMITTED SUBSTITUTIONS
SECTION E4204 INSTALLATION REQUIREMENTS <\/td>\n<\/tr>\n
503<\/td>\nPART IX – REFERENCED STANDARDS
CHAPTER 43 REFERENCED STANDARDS
AAMA
ACI
ACCA
AFPA <\/td>\n<\/tr>\n
504<\/td>\nAHA
AISI
AITC
ANSI <\/td>\n<\/tr>\n
505<\/td>\nAPA
ASCE <\/td>\n<\/tr>\n
506<\/td>\nASHRAE
ASME <\/td>\n<\/tr>\n
507<\/td>\nASSE
ASTM <\/td>\n<\/tr>\n
513<\/td>\nAWPA
AWWA
CDA <\/td>\n<\/tr>\n
514<\/td>\nCGSB
CISPI
CPSC
CSA <\/td>\n<\/tr>\n
515<\/td>\nCSSB
DOC
DOTn
FEMA <\/td>\n<\/tr>\n
516<\/td>\nFM
GA
HUD
HPVA
IAS
ICC <\/td>\n<\/tr>\n
517<\/td>\nMSS
NAIMA
NCMA
NCSBCS
NFPA <\/td>\n<\/tr>\n
518<\/td>\nNFRC
NSF
NYSDEC
NYSDH
RMA <\/td>\n<\/tr>\n
519<\/td>\nSAE
SMACNA
TMS
TPI
UL <\/td>\n<\/tr>\n
520<\/td>\nULC
WDMA <\/td>\n<\/tr>\n
521<\/td>\nPART X – APPENDICES
APPENDIX A (IFGS) SIZING AND CAPACITIES OF GAS PIPING <\/td>\n<\/tr>\n
522<\/td>\nTABLE A.2.2 EQUIVALENT LENGTHS OF PIPE FITTINGS AND VALVES <\/td>\n<\/tr>\n
523<\/td>\nTABLE A.2.2\u2014continued EQUIVALENT LENGTHS OF PIPE FITTINGS AND VALVES <\/td>\n<\/tr>\n
524<\/td>\nTABLE A.2.4 MULTIPLIERS TO BE USED WITH TABLES 402.4(1) THROUGH 402.4(21) WHERE THE SPECIFIC GRAVITY OF THE GAS IS OTHER THAN 0.60 <\/td>\n<\/tr>\n
526<\/td>\nUSE OF SIZING EQUATION
TABLE A.5.1 SCHEDULE 40 STEEL PIPE STANDARD SIZES
TABLE A.5.2 COPPER TUBE STANDARD SIZES <\/td>\n<\/tr>\n
527<\/td>\nTABLE A.5.2 COPPER TUBE STANDARD SIZES \u2014 CONTINUED
FIGURE A.6 (a) CAPACITY OF NATURAL GAS PIPING, LOW PRESSURE (0.60 WC) <\/td>\n<\/tr>\n
528<\/td>\nFIGURE A.6 (b) CAPACITY OF NATURAL GAS PIPING, HIGH PRESSURE (1.5 psi and above) <\/td>\n<\/tr>\n
529<\/td>\nFIGURE A.7.1 PIPING PLAN SHOWING A STEEL PIPING SYSTEM
FIGURE A.7.2 PIPING PLAN SHOWING A CSST SYSTEM <\/td>\n<\/tr>\n
530<\/td>\nFIGURE A.7.3 PIPING PLAN SHOWING A COPPER TUBING SYSTEM
FIGURE A.7.4PIPING PLAN SHOWING A MODIFICATIONTO EXISTING PIPING SYSTEM <\/td>\n<\/tr>\n
533<\/td>\nAPPENDIX B (IFGS) SIZING OF VENTING SYSTEMS SERVING APPLIANCES EQUIPPED WITH DRAFT HOODS, CATEGORY I APPLIANCES, AND APPLIANCES LISTED FOR USE WITH TYPE B VENTS
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
534<\/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
535<\/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
536<\/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
537<\/td>\nFIGURE B-15 (EXAMPLE 1) SINGLE DRAFT HOOD-EQUIPPED APPLIANCE
FIGURE B-16 (EXAMPLE 2) SINGLE FAN-ASSISTED APPLIANCE <\/td>\n<\/tr>\n
538<\/td>\nFIGURE B-17 (EXAMPLE 3) COMMON VENTING TWO DRAFT HOOD-EQUIPPED APPLIANCES <\/td>\n<\/tr>\n
539<\/td>\nFIGURE B-18 (EXAMPLE 4) COMMON VENTING A DRAFT HOOD WITH A FAN-ASSISTED FURNACE INTO A TYPE B DOUBLE-WALL COMMON VENT <\/td>\n<\/tr>\n
540<\/td>\nTABLE B-1MASONRY CHIMNEY LINER DIMENSIONSWITH CIRCULAR EQUIVALENTS <\/td>\n<\/tr>\n
541<\/td>\nAPPENDIX C PLUMBING SANITARY DRAINAGE FILTERS
FIGURE 706.3(1) COMPARISON OF DIFFERENT 11\/2-INCH LONG SWEEPS FOR VARIOUS PIPING MATERIALS
\n <\/td>\n<\/tr>\n
542<\/td>\nFIGURE 706.3(2) COMPARISON OF 3-INCH COMBINATION WYE AND EIGHTH BEND FOR VARIOUS PIPING MATERIALS <\/td>\n<\/tr>\n
543<\/td>\nFIGURE 706.3(3) DRAINAGE PATTERN FITTINGS <\/td>\n<\/tr>\n
544<\/td>\nFIGURE 706.3(3)BDRAINAGE PATTERN FITTINGS <\/td>\n<\/tr>\n
545<\/td>\nFIGURE 706.3(4) DIFFERENCE BETWEEN PVC PLASTIC 1\/4-BEND SHORT SWEEP AND 1\/4-BEND VENT
FIGURE 706.3(5) BACK-TO-BACK BLOWOUT FIXTURES
FIGURE 706.3(6) HEEL INLET FITTINGS <\/td>\n<\/tr>\n
546<\/td>\nFIGURE 706.3(7) COMBINATION TEES
FIGURE 706.3(8) FITTING USES <\/td>\n<\/tr>\n
547<\/td>\nAPPENDIX D (IFGS) RECOMMENDED PROCEDURE FOR SAFETY INSPECTION OF AN EXISTING APPLIANCE INSTALLATION <\/td>\n<\/tr>\n
549<\/td>\nAPPENDIX E MANUFACTURED HOUSING USED AS DWELLINGS
SECTION AE101 SCOPE
SECTION AE102 APPLICATION TO EXISTING MANUFACTURED HOMES AND BUILDING SERVICE EQUIPMENT <\/td>\n<\/tr>\n
550<\/td>\nSECTION AE201 DEFINITIONS
SECTION AE301 RESERVED
SECTION AE302 RESERVED
SECTION AE303 RESERVED
SECTION AE304 RESERVED
SECTION AE305 RESERVED
SECTION AE306 RESERVED
SECTION AE307 RESERVED
SECTION AE401 OCCUPANCY CLASSIFICATION <\/td>\n<\/tr>\n
551<\/td>\nSECTION AE402 LOCATION ON PROPERTY
SECTION AE501 DESIGN
SECTION AE502 FOUNDATION SYSTEMS
SECTION AE503 SKIRTING AND PERIMETER ENCLOSURES <\/td>\n<\/tr>\n
552<\/td>\nSECTION AE504 STRUCTURAL ADDITIONS
SECTION AE505 BUILDING SERVICE EQUIPMENT
SECTION AE506 EXITS
SECTION AE507 OCCUPANCY, FIRE SAFETY AND ENERGY CONSERVATION STANDARDS
SECTION AE600 SPECIAL REQUIREMENTS FOR FOUNDATION SYSTEMS
SECTION AE601 FOOTINGS AND FOUNDATIONS
SECTION AE602 PIER CONSTRUCTION
SECTION AE603 HEIGHT OF PIERS <\/td>\n<\/tr>\n
553<\/td>\nSECTION AE604 ANCHORAGE INSTALLATIONS
SECTION AE605 TIES, MATERIALS AND INSTALLATION <\/td>\n<\/tr>\n
554<\/td>\nSECTION AE606 REFERENCED STANDARDS <\/td>\n<\/tr>\n
555<\/td>\nAPPENDIX F RESERVED <\/td>\n<\/tr>\n
557<\/td>\nAPPENDIX G SWIMMING POOLS, SPAS AND HOT TUB
SECTION AG101 GENERAL
SECTION AG102 DEFINITIONS
SECTION AG103 SWIMMING POOLS
SECTION AG104 SPAS AND HOT TUBS
SECTION AG105 BARRIER REQUIREMENTS <\/td>\n<\/tr>\n
558<\/td>\nSECTION AG106 ENTRAPMENT PROTECTION FOR SWIMMING POOL AND SPA SUCTION OUTLETS <\/td>\n<\/tr>\n
559<\/td>\nSECTION AG107 ABBREVIATIONS
SECTION AG108 STANDARDS <\/td>\n<\/tr>\n
561<\/td>\nAPPENDIX H PATIO COVERS
SECTION AH101 GENERAL
SECTION AH102 DEFINITION
SECTION AH103 PERMITTED USES
SECTION AH104 DESIGN LOADS
SECTION AH105 LIGHT AND VENTILATION\/EMERGENCY EGRESS
SECTION AH106 FOOTINGS
SECTION AH107 SPECIAL PROVISIONS FOR ALUMINUM SCREEN ENCLOSURES IN HURRICANE-PRONE REGIONS <\/td>\n<\/tr>\n
562<\/td>\nTABLE AH107.4(1) DESIGN WIND PRESSURES FOR ALUMINUM SCREEN ENCLOSURE FRAMING WITH AN IMPORTANCE FACTOR OF 0.77a, b, c
TABLE AH107.4(2) HEIGHT ADJUSTMENT FACTORS <\/td>\n<\/tr>\n
563<\/td>\nAPPENDIX I RESERVED <\/td>\n<\/tr>\n
565<\/td>\nAPPENDIX J EXISTING BUILDINGS AND STRUCTURES
SECTION AJ1 ADMINISTRATION
SECTION AJ101 PURPOSE AND INTENT
SECTION AJ102 COMPLIANCE
SECTION AJ103 APPLICABILITY <\/td>\n<\/tr>\n
566<\/td>\nSECTION AJ104 ENERGY EFFICIENCY
SECTION AJ105 PRELIMINARY MEETING
SECTION AJ106 BUILDING EVALUATION
SECTION AJ2 DEFINITIONS
SECTION AJ201 GENERAL
SECTION AJ202 GENERAL DEFINITIONS <\/td>\n<\/tr>\n
567<\/td>\nSECTION AJ3 CLASSIFICATION OF WORK
SECTION AJ301 GENERAL
SECTION AJ302 REPAIRS
SECTION AJ303 ALTERATIONS – LEVEL 1 <\/td>\n<\/tr>\n
568<\/td>\nSECTION AJ304 ALTERATIONS – LEVEL 2
SECTION AJ305 CHANGE OF OCCUPANCY
SECTION AJ306 ADDITIONS
SECTION AJ307 HISTORIC BUILDINGS
SECTION AJ308 RELOCATED BUILDINGS
SECTION AJ309 REPLACEMENT
SECTION AJ4 REPAIRS
SECTION AJ401 GENERAL
SECTION AJ402 BUILDING ELEMENTS AND MATERIALS
SECTION AJ403 FIRE AND LIFE SAFETY PROTECTION <\/td>\n<\/tr>\n
569<\/td>\nSECTION AJ404 STRUCTURAL
SECTION AJ405 MECHANICAL
SECTION AJ406 PLUMBING
SECTION AJ407 ELECTRICAL <\/td>\n<\/tr>\n
570<\/td>\nSECTION AJ5 ALTERATIONS – LEVEL 1
SECTION AJ501 GENERAL
SECTION AJ502 BUILDING ELEMENTS AND MATERIALS
SECTION AJ503 MEANS OF EGRESS <\/td>\n<\/tr>\n
571<\/td>\nSECTION AJ504 FIRE AND LIFE-SAFETY PROTECTION
SECTION AJ505 STRUCTURAL
AJ506 MECHANICAL
AJ507 PLUMBING
AJ508 ELECTRICAL
SECTION AJ6 ALTERATIONS – LEVEL 2
SECTION AJ601 GENERAL <\/td>\n<\/tr>\n
572<\/td>\nSECTION AJ602 BUILDING ELEMENTS AND MATERIALS
SECTION AJ603 MEANS OF EGRESS
SECTION AJ604 FIRE AND LIFE-SAFETY PROTECTION <\/td>\n<\/tr>\n
573<\/td>\nSECTION AJ605 STRUCTURAL
SECTION AJ606 MECHANICAL
SECTION AJ607 PLUMBING
SECTION AJ608 ELECTRICAL <\/td>\n<\/tr>\n
574<\/td>\nSECTION AJ7 CHANGE OF OCCUPANCY
SECTION AJ701 GENERAL
SECTION AJ702 COMPLIANCE
SECTION AJ703 FIRE AND LIFE-SAFETY PROTECTION
SECTION AJ704 BED AND BREAKFAST DWELLINGS <\/td>\n<\/tr>\n
575<\/td>\nSECTION AJ8 ADDITIONS
SECTION AJ801 GENERAL
SECTION AJ802 FIRE AND LIFE-SAFETY PROTECTION
SECTION AJ803 STRUCTURAL <\/td>\n<\/tr>\n
576<\/td>\nSECTION AJ804 MECHANICAL
SECTION AJ805 PLUMBING
SECTION AJ806 ELECTRICAL
SECTION AJ9 HISTORIC BUILDINGS
SECTION AJ901 GENERAL
SECTION AJ902 FIRE AND-LIFE SAFETY PROTECTION <\/td>\n<\/tr>\n
577<\/td>\nSECTION AJ903 BUILDING ELEMENTS AND MATERIALS
SECTION AJ904 STRUCTURAL
SECTION AJ905 REPAIRS
SECTION AJ906 ALTERATIONS
SECTION AJ907 CHANGE OF OCCUPANCY
SECTION AJ908 RELOCATED BUILDINGS <\/td>\n<\/tr>\n
578<\/td>\nSECTION AJ10 RELOCATED OR MOVED BUILDINGS
SECTION AJ1001 GENERAL
SECTION AJ1002 BUILDING ELEMENTS AND MATERIALS
SECTION AJ1003 FIRE AND LIFE SAFETY PROTECTION
SECTION AJ1004 STRUCTURAL
SECTION AJ11 REPLACEMENT
SECTION AJ1101 GENERAL <\/td>\n<\/tr>\n
579<\/td>\nAPPENDIX K SOUND TRANSMISSION
SECTION AK101 GENERAL
SECTION AK102 AIRBORNE SOUND
SECTION AK103 STRUCTURAL-BORNE SOUND
SECTION AK104 REFERENCED STANDARDS <\/td>\n<\/tr>\n
581<\/td>\nAPPENDIX L ICC INTERNATIONAL RESIDENTIAL CODE ELECTRICAL PROVISIONS\/NATIONAL ELECTRICAL CODE CROSS-REFERENCE <\/td>\n<\/tr>\n
593<\/td>\nINDEX <\/td>\n<\/tr>\n<\/table>\n","protected":false},"excerpt":{"rendered":"

Residential Code of New York State<\/b><\/p>\n\n\n\n\n
Published By<\/td>\nPublication Date<\/td>\nNumber of Pages<\/td>\n<\/tr>\n
NY<\/b><\/a><\/td>\n2007<\/td>\n604<\/td>\n<\/tr>\n<\/tbody>\n<\/table>\n","protected":false},"featured_media":48379,"template":"","meta":{"rank_math_lock_modified_date":false,"ep_exclude_from_search":false},"product_cat":[2744],"product_tag":[],"class_list":{"0":"post-48378","1":"product","2":"type-product","3":"status-publish","4":"has-post-thumbnail","6":"product_cat-ny","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\/48378","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\/48379"}],"wp:attachment":[{"href":"https:\/\/pdfstandards.shop\/wp-json\/wp\/v2\/media?parent=48378"}],"wp:term":[{"taxonomy":"product_cat","embeddable":true,"href":"https:\/\/pdfstandards.shop\/wp-json\/wp\/v2\/product_cat?post=48378"},{"taxonomy":"product_tag","embeddable":true,"href":"https:\/\/pdfstandards.shop\/wp-json\/wp\/v2\/product_tag?post=48378"}],"curies":[{"name":"wp","href":"https:\/\/api.w.org\/{rel}","templated":true}]}}