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SouthCarolina StateClimateSummary 2022

Sun, 20 Oct 2024 10:05:25 +0000

South Carolina State Climate Summary

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SC	2022

SC ResidentialCode 2021 1stptg

Sun, 20 Oct 2024 06:23:19 +0000

This is a fully integrated code based on the 2021 IRC. Effective date January 1, 2023

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1	2021 SOUTH CAROLINA RESIDENTIAL CODE®
2	2021 SOUTH CAROLINA RESIDENTIAL CODE® TITLE PAGE
3	COPYRIGHT
4	PREFACE
8	EFFECTIVE USE OF THE INTERNATIONAL RESIDENTIAL CODE
10	ARRANGEMENT AND FORMAT OF THE 2021 IRC
22	TABLE OF CONTENTS
32	PART I – ADMINISTRATIVE CHAPTER 1 SCOPE AND ADMINISTRATION PART 1—SCOPE AND APPLICATION SECTION R101 SCOPE AND GENERAL REQUIREMENTS SECTION R102 APPLICABILITY
33	PART 2—ADMINISTRATION AND ENFORCEMENT SECTION R103 DEPARTMENT OF BUILDING SAFETY SECTION R104 DUTIES AND POWERS OF THE BUILDING OFFICIAL
34	SECTION R105 PERMITS
37	SECTION R106 CONSTRUCTION DOCUMENTS
38	SECTION R107 TEMPORARY STRUCTURES AND USES SECTION R108 FEES SECTION R109 INSPECTIONS
39	SECTION R110 CERTIFICATE OF OCCUPANCY
40	SECTION R111 SERVICE UTILITIES SECTION R112 BOARD OF APPEALS SECTION R113 VIOLATIONS SECTION R114 STOP WORK ORDER
42	PART II – DEFINITIONS CHAPTER 2 DEFINITIONS SECTION R201 GENERAL SECTION R202 DEFINITIONS
60	PART III – BUILDING PLANNING AND CONSTRUCTION CHAPTER 3 BUILDING PLANNING SECTION R301 DESIGN CRITERIA
62	TABLE R301.2 CLIMATIC AND GEOGRAPHIC DESIGN CRITERIA
63	FIGURE R301.2(1) WEATHERING PROBABILITY MAP FOR CONCRETEa, b
64	FIGURE R301.2(2) ULTIMATE DESIGN WIND SPEEDS
65	FIGURE R301.2(3) GROUND SNOW LOADS, Pg, FOR THE UNITED STATES (lb/ft2)
66	FIGURE R301.2(4) GROUND SNOW LOADS, Pg, FOR THE UNITED STATES (lb/ft2)
67	FIGURE R301.2.1 COMPONENT AND CLADDING PRESSURE ZONES
68	TABLE R301.2.1(1) COMPONENT AND CLADDING LOADS FOR A BUILDING WITH A MEAN ROOF HEIGHT OF 30 FEET LOCATED IN EXPOSURE B (ASD) (psf)a, b, c, d, e, f, g
69	TABLE R301.2.1(1)—continued COMPONENT AND CLADDING LOADS FOR A BUILDING WITH A MEAN ROOF HEIGHT OF 30 FEET LOCATED IN EXPOSURE B (ASD) (psf) a, b, c, d, e, f, g
70	TABLE R301.2.1(1)—continued COMPONENT AND CLADDING LOADS FOR A BUILDING WITH A MEAN ROOF HEIGHT OF 30 FEET LOCATED IN EXPOSURE B (ASD) (psf) a, b, c, d, e, f, g
71	TABLE R301.2.1.2 WINDBORNE DEBRIS PROTECTION FASTENING SCHEDULE FOR WOOD STRUCTURAL PANELSa, b, c, d TABLE R301.2.1(2) HEIGHT AND EXPOSURE ADJUSTMENT COEFFICIENTS FOR Table R301.2.1(1) TABLE R301.2.1.3 WIND SPEED CONVERSIONSa
72	FIGURE R301.2.1.1 REGIONS WHERE WIND DESIGN IS REQUIRED
74	TABLE R301.2.1.5.1 ULTIMATE DESIGN WIND SPEED MODIFICATION FOR TOPOGRAPHIC WIND EFFECTa, b FIGURE R301.2.1.5.1(1) TOPOGRAPHIC FEATURES FOR WIND SPEED-UP EFFECT FIGURE R301.2.1.5.1(2) ILLUSTRATION OF WHERE ON A TOPOGRAPHIC FEATURE, WIND SPEED INCREASE IS APPLIED
75	FIGURE R301.2.1.5.1(3) UPWIND OBSTRUCTION
76	FIGURE R301.2.2.1(1) SEISMIC DESIGN CATEGORIES—ALASKAa
77	FIGURE R301.2.2.1(2) SEISMIC DESIGN CATEGORIES—HAWAIIa
78	FIGURE R301.2.2.1(3) SEISMIC DESIGN CATEGORIES—PUERTO RICOa
79	FIGURE R301.2.2.1(4) SEISMIC DESIGN CATEGORIES—NORTHERN MARIANA ISLANDS AND AMERICAN SAMOAa
80	FIGURE R301.2.2.1(5) SEISMIC DESIGN CATEGORIES—UNITED STATESa
81	FIGURE R301.2.2.1(6) SEISMIC DESIGN CATEGORIES—UNITED STATESa
82	FIGURE R301.2.2.1.1(1) ALTERNATE SEISMIC DESIGN CATEGORIES—ALASKAa
83	FIGURE R301.2.2.1.1(2) ALTERNATE SEISMIC DESIGN CATEGORIES—HAWAIIa
84	FIGURE R301.2.2.1.1(3) ALTERNATE SEISMIC DESIGN CATEGORIES—PUERTO RICOa
85	FIGURE R301.2.2.1.1(4) ALTERNATE SEISMIC DESIGN CATEGORIES—NORTHERN MARIANA ISLANDS AND AMERICAN SAMOAa
86	FIGURE R301.2.2.1.1(5) ALTERNATE SEISMIC DESIGN CATEGORIES—UNITED STATESa
87	FIGURE R301.2.2.1.1(6) ALTERNATE SEISMIC DESIGN CATEGORIES—UNITED STATESa
88	TABLE R301.2.2.1.1 SEISMIC DESIGN CATEGORY DETERMINATION
91	TABLE R301.5 MINIMUM UNIFORMLY DISTRIBUTED LIVE LOADS (in pounds per square foot)
92	TABLE R301.6 MINIMUM ROOF LIVE LOADS IN POUNDS-FORCE PER SQUARE FOOT OF HORIZONTAL PROJECTION TABLE R301.7 ALLOWABLE DEFLECTION OF STRUCTURAL MEMBERSb, c SECTION R302 FIRE-RESISTANT CONSTRUCTION
93	TABLE R302.1(1) EXTERIOR WALLS TABLE R302.1(2) EXTERIOR WALLS—DWELLINGS WITH FIRE SPRINKLERS
96	TABLE R302.6 DWELLING-GARAGE SEPARATION
98	SECTION R303 LIGHT, VENTILATION AND HEATING
100	SECTION R304 MINIMUM ROOM AREAS SECTION R305 CEILING HEIGHT SECTION R306 SANITATION SECTION R307 TOILET, BATH AND SHOWER SPACES
101	FIGURE R307.1 MINIMUM FIXTURE CLEARANCES
102	SECTION R308 GLAZING TABLE R308.3.1(1) MINIMUM CATEGORY CLASSIFICATION OF GLAZING USING CPSC 16 CFR 1201 TABLE R308.3.1(2) MINIMUM CATEGORY CLASSIFICATION OF GLAZING USING ANSI Z97.1
104	FIGURE R308.4.7 HAZARDOUS GLAZING LOCATIONS AT BOTTOM STAIR LANDINGS
105	SECTION R309 GARAGES AND CARPORTS SECTION R310 EMERGENCY ESCAPE AND RESCUE OPENINGS
107	SECTION R311 MEANS OF EGRESS
111	SECTION R312 GUARDS AND WINDOW FALL PROTECTION SECTION R313 AUTOMATIC FIRE SPRINKLER SYSTEMS SECTION R314 SMOKE ALARMS
112	SECTION R315 CARBON MONOXIDE ALARMS
113	SECTION R316 FOAM PLASTIC
115	SECTION R317 PROTECTION OF WOOD AND WOOD-BASED PRODUCTS AGAINST DECAY
117	SECTION R318 PROTECTION AGAINST SUBTERRANEAN TERMITES SECTION R319 SITE ADDRESS SECTION R320 ACCESSIBILITY
118	FIGURE R318.4 TERMITE INFESTATION PROBABILITY MAP
119	SECTION R321 ELEVATORS AND PLATFORM LIFTS SECTION R322 FLOOD-RESISTANT CONSTRUCTION
123	SECTION R323 STORM SHELTERS SECTION R324 SOLAR ENERGY SYSTEMS
124	SECTION R325 MEZZANINES
125	SECTION R326 HABITABLE ATTICS SECTION R327 SWIMMING POOLS, SPAS AND HOT TUBS SECTION R328 ENERGY STORAGE SYSTEMS
126	SECTION R329 STATIONARY ENGINE GENERATORS SECTION R330 STATIONARY FUEL CELL POWER SYSTEMS
128	CHAPTER 4 FOUNDATIONS SECTION R401 GENERAL TABLE R401.4.1 PRESUMPTIVE LOAD-BEARING VALUES OF FOUNDATION MATERIALSa SECTION R402 MATERIALS
129	TABLE R402.2 MINIMUM SPECIFIED COMPRESSIVE STRENGTH OF CONCRETE SECTION R403 FOOTINGS
130	TABLE R403.1(1) MINIMUM WIDTH AND THICKNESS FOR CONCRETE FOOTINGS FOR LIGHT-FRAME CONSTRUCTION (inches)a, b, c, d
131	TABLE R403.1(2) MINIMUM WIDTH AND THICKNESS FOR CONCRETE FOOTINGS FOR LIGHT-FRAME CONSTRUCTION WITH BRICK VENEER OR LATH AND PLASTER (inches)a, b, c, d
132	TABLE R403.1(3) MINIMUM WIDTH AND THICKNESS FOR CONCRETE FOOTINGS WITH CAST-IN-PLACE CONCRETE OR PARTIALLY GROUTED MASONRY WALL CONSTRUCTION (inches)a, b, c, d
133	FIGURE R403.1(1) PLAIN CONCRETE FOOTINGS WITH MASONRY AND CONCRETE STEM WALLS IN SEISMIC DESIGN CATEGORIES A, B AND Ca, b, c, d, e, f
134	FIGURE R403.1(2) PERMANENT WOOD FOUNDATION BASEMENT WALL SECTION FIGURE R403.1(3) PERMANENT WOOD FOUNDATION CRAWL SPACE SECTION
135	FIGURE R403.1.3 REINFORCED CONCRETE FOOTINGS AND MASONRY AND CONCRETE STEM WALLS IN SDC D0, D1 AND D2a, b, c, d, e, f
138	FIGURE R403.1.7.1 FOUNDATION CLEARANCE FROM SLOPES
139	FIGURE R403.3(1) INSULATION PLACEMENT FOR FROST-PROTECTED FOOTINGS IN HEATED BUILDINGS
140	FIGURE R403.3(2) AIR-FREEZING INDEX AN ESTIMATE OF THE 100-YEAR RETURN PERIOD
141	TABLE R403.3(1) MINIMUM FOOTING DEPTH AND INSULATION REQUIREMENTS FOR FROST-PROTECTED FOOTINGS IN HEATED BUILDINGSa TABLE R403.3(2) AIR-FREEZING INDEX FOR US LOCATIONS BY COUNTY
142	TABLE R403.3(2)—continued AIR-FREEZING INDEX FOR US LOCATIONS BY COUNTY
143	TABLE R403.3(2)—continued AIR-FREEZING INDEX FOR US LOCATIONS BY COUNTY
144	TABLE R403.3(2)—continued AIR-FREEZING INDEX FOR US LOCATIONS BY COUNTY
145	TABLE R403.3(2)—continued AIR-FREEZING INDEX FOR US LOCATIONS BY COUNTY
146	TABLE R403.3(2)—continued AIR-FREEZING INDEX FOR US LOCATIONS BY COUNTY FIGURE R403.3(3) INSULATION PLACEMENT FOR FROST-PROTECTED FOOTINGS ADJACENT TO UNHEATED SLAB-ON-GROUND STRUCTURE
147	FIGURE R403.3(4) INSULATION PLACEMENT FOR FROST-PROTECTED FOOTINGS ADJACENT TO HEATED STRUCTURE
148	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
149	TABLE R403.4 MINIMUM DEPTH (D) AND WIDTH (W) OF CRUSHED STONE FOOTINGSa, b (inches) SECTION R404 FOUNDATION AND RETAINING WALLS
150	TABLE R404.1.1(1) PLAIN MASONRY FOUNDATION WALLSf
151	TABLE R404.1.1(2) 8-INCH MASONRY FOUNDATION WALLS WITH REINFORCING WHERE d ≥ 5 INCHESa, c, f
152	TABLE R404.1.1(3)10-INCH MASONRY FOUNDATION WALLS WITH REINFORCING WHERE d ≥ 6.75 INCHESa, c, f
153	TABLE R404.1.1(4)12-INCH MASONRY FOUNDATION WALLS WITH REINFORCING WHERE d ≥ 8.75 INCHESa, c, f
154	TABLE R404.1.2(1) MINIMUM HORIZONTAL REINFORCEMENTFOR CONCRETE BASEMENT WALLSa, b
155	TABLE R404.1.2(2 )MINIMUM VERTICAL REINFORCEMENT FOR 6-INCH NOMINAL FLAT CONCRETE BASEMENT WALLSb, c, d, e, g, h, i, j, k
156	TABLE R404.1.2(3) MINIMUM VERTICAL REINFORCEMENT FOR 8-INCH (203 mm) NOMINAL FLAT CONCRETE BASEMENT WALLSb, c, d, e, f, h, i, j
157	TABLE R404.1.2(4) MINIMUM VERTICAL REINFORCEMENT FOR 10-INCH NOMINAL FLAT CONCRETE BASEMENT WALLSb, c, d, e, f, h, i, j
158	TABLE R404.1.2(5) MINIMUM VERTICAL WALL REINFORCEMENT FOR 6-INCH WAFFLE-GRID BASEMENT WALLSb, c, d, e, g, h, i, j
159	TABLE R404.1.2(6) MINIMUM VERTICAL REINFORCEMENT FOR 8-INCH WAFFLE-GRID BASEMENT WALLSb, c, d, e, f, h, i, j, k
160	TABLE R404.1.2(7) MINIMUM VERTICAL REINFORCEMENT FOR 6-INCH (152 mm) SCREEN-GRID BASEMENT WALLSb, c, d, e, g, h, i, j
161	TABLE R404.1.2(8) MINIMUM VERTICAL REINFORCEMENT FOR 6-, 8-, 10- AND 12-INCH NOMINAL FLAT BASEMENT WALLSb, c, d, e, f, h, i, k, n, o
162	TABLE R404.1.2(9) MINIMUM SPACING FOR ALTERNATE BAR SIZE AND ALTERNATE GRADE OF STEELa, b, c
167	FIGURE R404.1.5.3 FOUNDATION WALL CLAY MASONRY CURTAIN WALL WITH CONCRETE MASONRY PIERS
168	TABLE R404.2.3 PLYWOOD GRADE AND THICKNESS FOR WOOD FOUNDATION CONSTRUCTION (30 pcf equivalent-fluid weight soil pressure)
169	SECTION R405 FOUNDATION DRAINAGE SECTION R406 FOUNDATION WATERPROOFING AND DAMPPROOFING
170	TABLE R405.1 PROPERTIES OF SOILS CLASSIFIED ACCORDING TO THE UNIFIED SOIL CLASSIFICATION SYSTEM
171	SECTION R407 COLUMNS SECTION R408 UNDER-FLOOR SPACE
174	CHAPTER 5 FLOORS SECTION R501 GENERAL SECTION R502 WOOD FLOOR FRAMING
175	FIGURE R502.2 FLOOR CONSTRUCTION
176	TABLE R502.3.1(1) FLOOR JOIST SPANS FOR COMMON LUMBER SPECIES (Residential sleeping areas, live load = 30 psf, L/Δ = 360)a
177	TABLE R502.3.1(1)—continued FLOOR JOIST SPANS FOR COMMON LUMBER SPECIES (Residential sleeping areas, live load = 30 psf, L/Δ = 360)a
178	TABLE R502.3.1(2) FLOOR JOIST SPANS FOR COMMON LUMBER SPECIES (Residential living areas, live load = 40 psf, L/Δ = 360)b
179	TABLE R502.3.1(2)—continued FLOOR JOIST SPANS FOR COMMON LUMBER SPECIES (Residential living areas, live load = 40 psf, L/Δ = 360)b
180	TABLE R502.3.3(1) CANTILEVER SPANS FOR FLOOR JOISTS SUPPORTING LIGHT-FRAME EXTERIOR BEARING WALL AND ROOF ONLYa, b, c, f, g, h(Floor live load ≤ 40 psf, roof live load ≤ 20 psf)
181	TABLE R502.3.3(2) CANTILEVER SPANS FOR FLOOR JOISTS SUPPORTING EXTERIOR BALCONYa, b, e, f
182	FIGURE R502.8 CUTTING, NOTCHING AND DRILLING
183	SECTION R503 FLOOR SHEATHING TABLE R503.1 MINIMUM THICKNESS OF LUMBER FLOOR SHEATHING
184	TABLE R503.2.1.1(1) ALLOWABLE SPANS AND LOADS FOR WOOD STRUCTURAL PANELS FOR ROOF AND SUBFLOOR SHEATHING AND COMBINATION SUBFLOOR UNDERLAYMENTa, b, c TABLE R503.2.1.1(2) ALLOWABLE SPANS FOR SANDED PLYWOOD COMBINATION SUBFLOOR UNDERLAYMENTa
185	SECTION R504 PRESSURE PRESERVATIVE-TREATED WOOD FLOORS (ON GROUND) SECTION R505 COLD-FORMED STEEL FLOOR FRAMING
186	TABLE R505.3.1(1) FLOOR-TO-FOUNDATION OR BEARING WALL CONNECTION REQUIREMENTSa, b
187	TABLE R505.3.1(2) FLOOR FASTENING SCHEDULEa FIGURE R505.3.1(1) FLOOR-TO-EXTERIOR LOAD-BEARING WALL STUD CONNECTION
188	FIGURE R505.3.1(2) FLOOR-TO-WOOD-SILL CONNECTION FIGURE R505.3.1(3) FLOOR-TO-FOUNDATION CONNECTION
189	FIGURE R505.3.1(4) CANTILEVERED FLOOR-TO-FOUNDATION CONNECTION FIGURE R505.3.1(5) CANTILEVERED FLOOR-TO-WOOD-SILL CONNECTION
190	FIGURE R505.3.1(6) CANTILEVERED FLOOR TO EXTERIOR LOAD-BEARING WALL CONNECTION FIGURE R505.3.1(7) CONTINUOUS SPAN JOIST SUPPORTED ON INTERIOR LOAD-BEARING WALL
191	FIGURE R505.3.1(8) LAPPED JOISTS SUPPORTED ON INTERIOR LOAD-BEARING WALL FIGURE R505.3.1(9) BEARING STIFFENERS FOR END JOISTS
192	TABLE R505.3.2 ALLOWABLE SPANS FOR COLD-FORMED STEEL JOISTS—SINGLE OR CONTINUOUS SPANSa, b, c, d, e, f
193	FIGURE R505.3.3.2(1) JOIST BLOCKING (SOLID) FIGURE R505.3.3.2(2) JOIST BLOCKING (STRAP)
194	FIGURE R505.3.4(1) BEARING STIFFENERS UNDER JAMB STUDS SECTION R506 CONCRETE FLOORS (ON GROUND)
195	FIGURE R505.3.4(2) BEARING STIFFENER FIGURE R505.3.7 TRACK SPLICE
196	FIGURE R505.3.8(1) COLD-FORMED STEEL FLOOR CONSTRUCTION—6-FOOT FLOOR OPENING FIGURE R505.3.8(2) COLD-FORMED STEEL FLOOR CONSTRUCTION—8-FOOT FLOOR OPENING
197	FIGURE R505.3.8(3) COLD-FORMED STEEL FLOOR CONSTRUCTION: FLOOR HEADER TO TRIMMER CONNECTION—6-FOOT OPENINGFor SI: 1 inch = 25.4 mm, 1 foot = 304.8 mm.FIGURE R505.3.8(4)COLD-FORMED FIGURE R505.3.8(4) COLD-FORMED STEEL FLOOR CONSTRUCTION: FLOOR HEADER TO TRIMMER CONNECTION—8-FOOT OPENING
198	SECTION R507 EXTERIOR DECKS
199	TABLE R507.2.3 FASTENER AND CONNECTOR SPECIFICATIONS FOR DECKSa, b FIGURE R507.3 DECK POSTS TO DECK FOOTING CONNECTION
200	TABLE R507.3.1 MINIMUM FOOTING SIZE FOR DECKS
201	TABLE R507.4 DECK POST HEIGHT
202	TABLE R507.4—continued DECK POST HEIGHT
203	FIGURE R507.5 TYPICAL DECK JOIST SPANS
204	TABLE R507.5(1) MAXIMUM DECK BEAM SPAN—40 PSF LIVE LOADc
205	TABLE R507.5(2) MAXIMUM DECK BEAM SPAN—50 PSF GROUND SNOW LOADc
206	TABLE R507.5(3) MAXIMUM DECK BEAM SPAN—60 PSF GROUND SNOW LOADc
207	TABLE R507.5(4) MAXIMUM DECK BEAM SPAN—70 PSF GROUND SNOW LOADc
208	TABLE R507.5(5) JOIST SPAN FACTORS FOR CALCULATING EFFECTIVE DECK JOIST SPAN [for use with Note j in Tables R507.5(1), R507.5(2), R507.5(3) and R507.5(4)] FIGURE R507.5.1(1) DECK BEAM TO DECK POST
209	FIGURE R507.5.1(2) NOTCHED POST-TO-BEAM CONNECTION
210	FIGURE R507.6 TYPICAL DECK JOIST SPANS
211	TABLE R507.6 MAXIMUM DECK JOIST SPANS
212	TABLE R507.6—continued MAXIMUM DECK JOIST SPANS TABLE R507.7 MAXIMUM JOIST SPACING FOR WOOD DECKING
213	TABLE R507.9.1.3(1) DECK LEDGER CONNECTION TO BAND JOIST
214	TABLE R507.9.1.3(2) PLACEMENT OF LAG SCREWS AND BOLTS IN DECK LEDGERS AND BAND JOISTS FIGURE R507.9.1.3(1) PLACEMENT OF LAG SCREWS AND BOLTS IN LEDGERS FIGURE R507.9.1.3(2) PLACEMENT OF LAG SCREWS AND BOLTS IN BAND JOISTS
215	FIGURE R507.9.2(1) DECK ATTACHMENT FOR LATERAL LOADS FIGURE R507.9.2(2) DECK ATTACHMENT FOR LATERAL LOADS
218	CHAPTER 6 WALL CONSTRUCTION SECTION R601 GENERAL SECTION R602 WOOD WALL FRAMING
220	TABLE R602.3(1) FASTENING SCHEDULE
221	TABLE R602.3(1)—continued FASTENING SCHEDULE
222	TABLE R602.3(1)—continued FASTENING SCHEDULE
223	TABLE R602.3(1)—continued FASTENING SCHEDULE
224	TABLE R602.3(2) ALTERNATE ATTACHMENTS TO TABLE R602.3(1)
225	TABLE R602.3(2)—continued ALTERNATE ATTACHMENTS TO TABLE R602.3(1) TABLE R602.3(3) REQUIREMENTS FOR WOOD STRUCTURAL PANEL WALL SHEATHING USED TO RESIST WIND PRESSURESa, b, c TABLE R602.3(4) ALLOWABLE SPANS FOR PARTICLEBOARD WALL SHEATHINGa
226	TABLE R602.3(5) SIZE, HEIGHT AND SPACING OF WOOD STUDSa TABLE R602.3(6) ALTERNATE WOOD BEARING WALL STUD SIZE, HEIGHT AND SPACING
227	FIGURE R602.3(1) TYPICAL WALL, FLOOR AND ROOF FRAMING
228	FIGURE R602.3(2) FRAMING DETAILS
229	TABLE R602.3.2 SINGLE TOP-PLATE SPLICE CONNECTION DETAILS FIGURE R602.6.1 TOP PLATE FRAMING TO ACCOMMODATE PIPING
230	FIGURE R602.6(1) NOTCHING AND BORED HOLE LIMITATIONS FOR EXTERIOR WALLS AND BEARING WALLS
231	FIGURE R602.6(2) NOTCHING AND BORED HOLE LIMITATIONS FOR INTERIOR NONBEARING WALLS
232	TABLE R602.7.5 MINIMUM NUMBER OF FULL-HEIGHT STUDSAT EACH END OF HEADERS IN EXTERIOR WALLSa
233	TABLE 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)
234	TABLE R602.7(1)—continued GIRDER SPANSa AND HEADER SPANSa FOR EXTERIOR BEARING WALLS(Maximum spans for Douglas fir-larch, hem-fir, Southern pine and spruce-pine-firb and required number of jack studs)
235	TABLE 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)
236	FIGURE R602.7.1(1) SINGLE-MEMBER HEADER IN EXTERIOR BEARING WALL FIGURE R602.7.1(2) ALTERNATIVE SINGLE-MEMBERHEADER WITHOUT CRIPPLE FIGURE R602.7.2 RIM BOARD HEADER CONSTRUCTION
237	TABLE R602.7.3 MAXIMUM SPANS FOR WOOD STRUCTURAL PANEL BOX HEADERSa FIGURE R602.7.3 TYPICAL WOOD STRUCTURAL PANEL BOX HEADER CONSTRUCTION
238	FIGURE R602.10.1.1 BRACED WALL LINES TABLE R602.10.1.3 BRACED WALL LINE SPACING
239	FIGURE R602.10.1.4 ANGLED WALLS
240	FIGURE R602.10.2.2 LOCATION OF BRACED WALL PANELS
241	TABLE R602.10.3(1) BRACING REQUIREMENTS BASED ON WIND SPEED
242	TABLE R602.10.3(1)—continued BRACING REQUIREMENTS BASED ON WIND SPEED
243	TABLE R602.10.3(1)—continued BRACING REQUIREMENTS BASED ON WIND SPEED
244	TABLE R602.10.3(2) WIND ADJUSTMENT FACTORS TO THE REQUIRED LENGTH OF WALL BRACING
245	TABLE R602.10.3(3) BRACING REQUIREMENTS BASED ON SEISMIC DESIGN CATEGORY
246	TABLE R602.10.3(3)—continued BRACING REQUIREMENTS BASED ON SEISMIC DESIGN CATEGORY
247	TABLE R602.10.3(3)—continued BRACING REQUIREMENTS BASED ON SEISMIC DESIGN CATEGORY
248	TABLE R602.10.3(4) SEISMIC ADJUSTMENT FACTORS TO THE REQUIRED LENGTH OF WALL BRACING
250	TABLE R602.10.4 BRACING METHODS
251	TABLE R602.10.4—continued BRACING METHODS
253	TABLE R602.10.5 MINIMUM LENGTH OF BRACED WALL PANELS
254	FIGURE R602.10.5 BRACED WALL PANELS WITH CONTINUOUS SHEATHING TABLE R602.10.5.2 PARTIAL CREDIT FOR BRACED WALL PANELS LESS THAN 48 INCHES IN ACTUAL LENGTH TABLE R602.10.6.1 MINIMUM HOLD-DOWN FORCES FOR METHOD ABW BRACED WALL PANELS
255	FIGURE R602.10.6.1 METHOD ABW—ALTERNATE BRACED WALL PANEL FIGURE R602.10.6.2 METHOD PFH—PORTAL FRAME WITH HOLD-DOWNS
256	FIGURE R602.10.6.3 METHOD PFG—PORTAL FRAME AT GARAGE DOOR OPENINGS IN SEISMIC DESIGN CATEGORIES A, B AND C
257	TABLE R602.10.6.4 TENSION STRAP CAPACITY FOR RESISTING WIND PRESSURES PERPENDICULAR TO METHODS PFH, PFG AND CS-PF BRACED WALL PANELSa
258	FIGURE R602.10.6.4 METHOD CS-PF—CONTINUOUSLY SHEATHED PORTAL FRAME PANEL CONSTRUCTION
259	FIGURE R602.10.6.5.2 METHOD BV-WSP—WALL BRACING FOR DWELLINGS WITH STONE AND MASONRY VENEER IN SEISMIC DESIGN CATEGORIES D0, D1 and D2
260	TABLE R602.10.6.5.4 METHOD BV-WSP WALL BRACING REQUIREMENTSd
261	TABLE R602.10.6.5.4—continued METHOD BV-WSP WALL BRACING REQUIREMENTSd
262	FIGURE R602.10.7 END CONDITIONS FOR BRACED WALL LINES WITH CONTINUOUS SHEATHING
263	FIGURE R602.10.8(1) BRACED WALL PANEL CONNECTION WHEN PERPENDICULAR TO FLOOR/CEILING FRAMING
264	FIGURE R602.10.8(2) BRACED WALL PANEL CONNECTION WHEN PARALLEL TO FLOOR/CEILING FRAMING FIGURE R602.10.8.2(1) BRACED WALL PANEL CONNECTIONTO PERPENDICULAR RAFTERS FIGURE R602.10.8.2(2) BRACED WALL PANEL CONNECTION OPTION TO PERPENDICULAR RAFTERS OR ROOF TRUSSES
265	FIGURE R602.10.8.2(3) BRACED WALL PANEL CONNECTION OPTION TO PERPENDICULAR RAFTERS OR ROOF TRUSSES
266	FIGURE R602.10.9 MASONRY STEM WALLS SUPPORTING BRACED WALL PANELS
268	FIGURE R602.11.2 STEPPED FOUNDATION CONSTRUCTION FIGURE R602.12.1 RECTANGLE CIRCUMSCRIBING AN ENCLOSED BUILDING
269	FIGURE R602.12.5 BRACING UNIT DISTRIBUTION
270	TABLE R602.12.4 MINIMUM NUMBER OF BRACING UNITS ON EACH SIDE OF THE CIRCUMSCRIBED RECTANGLE
271	SECTION R603 COLD-FORMED STEEL WALL FRAMING
272	TABLE R603.3.1 WALL TO FOUNDATION OR FLOOR CONNECTION REQUIREMENTSa, b
273	FIGURE R603.3.1(1) WALL TO FLOOR CONNECTION FIGURE R603.3.1(2) WALL TO FOUNDATION CONNECTION
274	FIGURE R603.3.1(3) WALL TO WOOD SILL CONNECTION FIGURE R603.3.1(4) WIND UPLIFT CONNECTOR
275	TABLE R603.3.1.1(1) GABLE ENDWALL TO FLOOR CONNECTION REQUIREMENTSa, b, c TABLE R603.3.1.1(2) GABLE ENDWALL BOTTOM TRACK TO FOUNDATION CONNECTION REQUIREMENTSa, b, c
276	TABLE R603.3.2(1) WALL FASTENING SCHEDULEa TABLE R603.3.2(2) 24-FOOT-WIDE BUILDING SUPPORTING ROOF AND CEILING ONLYa, b, c, d
277	TABLE R603.3.2(3) 28-FOOT-WIDE BUILDING SUPPORTING ROOF AND CEILING ONLYa, b, c, d
278	TABLE R603.3.2(4) 32-FOOT-WIDE BUILDING SUPPORTING ROOF AND CEILING ONLYa, b, c, d
279	TABLE R603.3.2(5) 36-FOOT-WIDE BUILDING SUPPORTING ROOF AND CEILING ONLYa, b, c, d
280	TABLE R603.3.2(6) 40-FOOT-WIDE BUILDING SUPPORTING ROOF AND CEILING ONLYa, b, c, d
281	TABLE R603.3.2(7) 24-FOOT-WIDE BUILDING SUPPORTING ONE FLOOR, ROOF AND CEILINGa, b, c, d
282	TABLE R603.3.2(8) 28-FOOT-WIDE BUILDING SUPPORTING ONE FLOOR, ROOF AND CEILINGa, b, c, d
283	TABLE R603.3.2(9) 32-FOOT-WIDE BUILDING SUPPORTING ONE FLOOR, ROOF AND CEILINGa, b, c, d
284	TABLE R603.3.2(10) 36-FOOT-WIDE BUILDING SUPPORTING ONE FLOOR, ROOF AND CEILINGa, b, c, d
285	TABLE R603.3.2(11) 40-FOOT-WIDE BUILDING SUPPORTING ONE FLOOR, ROOF AND CEILINGa, b, c, d
286	TABLE R603.3.2(12) 24-FOOT-WIDE BUILDING SUPPORTING TWO FLOORS, ROOF AND CEILINGa, b, c, d
287	TABLE R603.3.2(13) 28-FOOT-WIDE BUILDING SUPPORTING TWO FLOORS, ROOF AND CEILINGa, b, c, d
288	TABLE R603.3.2(14) 32-FOOT-WIDE BUILDING SUPPORTING TWO FLOORS, ROOF AND CEILINGa, b, c, d
289	TABLE R603.3.2(15) 36-FOOT-WIDE BUILDING SUPPORTING TWO FLOORS, ROOF AND CEILINGa, b, c, d
290	TABLE R603.3.2(16) 40-FOOT-WIDE BUILDING SUPPORTING TWO FLOORS, ROOF AND CEILINGa, b, c, d
291	TABLE R603.3.2.1(1) ALL BUILDING WIDTHS GABLE ENDWALLS 8, 9 OR 10 FEET IN HEIGHTa, b, c, d
292	TABLE R603.3.2.1(2) ALL BUILDING WIDTHS GABLE ENDWALLS OVER 10 FEET IN HEIGHTa, b, c, d
293	FIGURE R603.3.3(1) STUD BRACING WITH STRAPPING ONLY FIGURE R603.3.3(2) STUD BRACING WITH STRAPPING AND SHEATHING MATERIAL
294	FIGURE R603.3.5 TRACK SPLICE FIGURE R603.4 CORNER FRAMING
295	TABLE R603.6(1) BOX-BEAM AND BACK-TO-BACK HEADER SPANS Headers Supporting Roof and Ceiling Onlya, b, d
296	TABLE R603.6(2) BOX-BEAM AND BACK-TO-BACK HEADER SPANS Headers Supporting Roof and Ceiling Onlya, b, d
297	TABLE R603.6(3) BOX-BEAM AND BACK-TO-BACK HEADER SPANS Headers Supporting One Floor, Roof and Ceilinga, b, d
298	TABLE R603.6(4) BOX-BEAM AND BACK-TO-BACK HEADER SPANS Headers Supporting One Floor, Roof and Ceilinga, b, d
299	TABLE R603.6(5) BOX-BEAM AND BACK-TO-BACK HEADER SPANS Headers Supporting Two Floors, Roof and Ceilinga, b, d
300	TABLE R603.6(6) BOX-BEAM AND BACK-TO-BACK HEADER SPANS Headers Supporting Two Floors, Roof and Ceilinga, b, d
301	FIGURE R603.6(1) BOX BEAM HEADER FIGURE R603.6(2) BACK-TO-BACK HEADER
302	FIGURE R603.6.1(1) BOX BEAM HEADER IN GABLE ENDWALL FIGURE R603.6.1(2) BACK-TO-BACK HEADER IN GABLE ENDWALL
303	TABLE R603.8 HEAD AND SILL TRACK SPAN
304	FIGURE R603.9 STRUCTURAL SHEATHING FASTENING PATTERN TABLE R603.9.2(1) MINIMUM PERCENTAGE OF FULL-HEIGHT STRUCTURAL SHEATHING ON EXTERIOR WALLSa, b
305	TABLE R603.9.2(2) FULL-HEIGHT SHEATHING LENGTH ADJUSTMENT FACTORS SECTION R604 WOOD STRUCTURAL PANELS
306	FIGURE R603.9.4.2 CORNER STUD HOLD-DOWN DETAIL SECTION R605 PARTICLEBOARD SECTION R606 GENERAL MASONRY CONSTRUCTION
307	TABLE R603.9.5(1) REQUIRED LENGTH OF FULL-HEIGHT SHEATHING AND ASSOCIATED OVERTURNING ANCHORAGE FOR WALLS SUPPORTING WALLS WITH STONE OR MASONRY VENEER AND USING 33-MIL COLD-FORMED STEEL FRAMING AND 6-INCH SCREW SPACING ON THE PERIMETER OF EACH PANEL OF STRUCTURAL SHEATHING
308	TABLE R603.9.5(2) REQUIRED LENGTH OF FULL-HEIGHT SHEATHING AND ASSOCIATED OVERTURNING ANCHORAGE FOR WALLS SUPPORTING WALLS WITH STONE OR MASONRY VENEER AND USING 43-MIL COLD-FORMED STEEL FRAMING AND 6-INCH SCREW SPACING ON THE PERIMETER OF EACH PANEL OF STRUCTURAL SHEATHING
309	TABLE R603.9.5(3) REQUIRED LENGTH OF FULL-HEIGHT SHEATHING AND ASSOCIATED OVERTURNING ANCHORAGE FOR WALLS SUPPORTING WALLS WITH STONE OR MASONRY VENEER AND USING 33-MIL COLD-FORMED STEEL FRAMING AND 4-INCH SCREW SPACING ON THE PERIMETER OF EACH PANEL OF STRUCTURAL SHEATHING
310	TABLE R603.9.5(4) REQUIRED LENGTH OF FULL-HEIGHT SHEATHING AND ASSOCIATED OVERTURNING ANCHORAGE FOR WALLS SUPPORTING WALLS WITH STONE OR MASONRY VENEER AND USING 43-MIL COLD-FORMED STEEL FRAMING AND 4-INCH SCREW SPACING ON THE PERIMETER OF EACH PANEL OF STRUCTURAL SHEATHING
311	TABLE R606.2.8 MORTAR PROPORTIONSa, b TABLE R606.2.12 GROUT PROPORTIONS BY VOLUME FOR MASONRY CONSTRUCTION TABLE R606.2.12 GROUT PROPORTIONS BY VOLUME FOR MASONRY CONSTRUCTION
312	TABLE R606.3.4.1 MINIMUM CORROSION PROTECTION
313	TABLE R606.3.5.1 GROUT SPACE DIMENSIONS AND POUR HEIGHTS
314	TABLE R606.6.4 SPACING OF LATERAL SUPPORT FOR MASONRY WALLS
316	TABLE R606.9 ALLOWABLE COMPRESSIVE STRESSES FOR EMPIRICAL DESIGN OF MASONRY
317	FIGURE R606.11(1) ANCHORAGE REQUIREMENTS FOR MASONRY WALLS LOCATED IN SEISMIC DESIGN CATEGORY A, B OR C AND WHERE WIND LOADS ARE LESS THAN 30 PSF
318	FIGURE R606.11(2) REQUIREMENTS FOR REINFORCED GROUTED MASONRY CONSTRUCTION IN SEISMIC DESIGN CATEGORY C
319	FIGURE R606.11(3) REQUIREMENTS FOR REINFORCED MASONRY CONSTRUCTION IN SEISMIC DESIGN CATEGORY D0, D1 OR D2 TABLE R606.12.2.1 MINIMUM SOLID WALL LENGTH ALONG EXTERIOR WALL LINES
320	TABLE R606.12.3.2 MINIMUM DISTRIBUTED WALL REINFORCEMENT FOR BUILDINGS ASSIGNED TO SEISMIC DESIGN CATEGORY D0 or D1
321	TABLE R606.12.4.1 MINIMUM REINFORCING FOR STACKED BONDED MASONRY WALLS IN SEISMIC DESIGN CATEGORY D2 TABLE R606.12.4.2 MINIMUM REINFORCING FOR STACKED BONDEDMASONRY WALLS IN SEISMIC DESIGN CATEGORY D2
322	SECTION R607 GLASS UNIT MASONRY
323	FIGURE R607.4.1 GLASS UNIT MASONRY DESIGN WIND LOAD RESISTANCE
324	SECTION R608 EXTERIOR CONCRETE WALL CONSTRUCTION
325	TABLE R608.3 DIMENSIONAL REQUIREMENTS FOR WALLSa FIGURE R608.3(1) FLAT WALL SYSTEM FIGURE R608.3(2) WAFFLE-GRID WALL SYSTEM
326	FIGURE R608.3(3) SCREEN-GRID WALL SYSTEM
327	TABLE R608.5.4(1) LAP SPLICE AND TENSION DEVELOPMENT LENGTHS
328	FIGURE R608.5.4(1) LAP SPLICES FIGURE R608.5.4(2) DEVELOPMENT LENGTH AND COVER FOR HOOKS AND BAR EXTENSION
329	FIGURE R608.5.4(3) STANDARD HOOKS
330	TABLE R608.5.4(2) MAXIMUM SPACING FOR ALTERNATIVE BAR SIZE AND ALTERNATIVE GRADE OF STEELa, b, c
331	FIGURE R608.6(1) ABOVE-GRADE CONCRETE WALL CONSTRUCTION ONE STORY FIGURE R608.6(2) ABOVE-GRADE CONCRETE WALL CONSTRUCTION CONCRETE FIRST STORY AND LIGHT-FRAME SECOND STORY
332	FIGURE R608.6(3) ABOVE-GRADE CONCRETE WALL CONSTRUCTION TWO-STORYFor SI: 1 foot = 304.8 mm.FIGURE R608.6( FIGURE R608.6(4) ABOVE-GRADE CONCRETE WALL SUPPORTED ON MONOLITHIC SLAB-ON-GROUND FOOTING
333	TABLE R608.6(1) MINIMUM VERTICAL REINFORCEMENT FOR FLAT ABOVE-GRADE WALLSa, b, c, d, e
334	TABLE R608.6(2) MINIMUM VERTICAL REINFORCEMENT FOR WAFFLE-GRID ABOVE-GRADE WALLSa, b, c, d, e
335	TABLE R608.6(3) MINIMUM VERTICAL REINFORCEMENT FOR 6-INCH SCREEN-GRID ABOVE-GRADE WALLSa, b, c, d, e
336	TABLE R608.6(4) MINIMUM VERTICAL REINFORCEMENT FOR FLAT, WAFFLE- AND SCREEN-GRID ABOVE-GRADE WALLS DESIGNED CONTINUOUS WITH FOUNDATION STEM WALLSa, b, c, d, e, k
337	TABLE R608.6(4)—continued MINIMUM VERTICAL REINFORCEMENT FOR FLAT, WAFFLE- AND SCREEN-GRID ABOVE-GRADE WALLS DESIGNED CONTINUOUS WITH FOUNDATION STEM WALLSa, b, c, d, e, k
338	EQUATION R6-1 EQUATION R6-2
339	TABLE R608.7.1.1(1) UNREDUCED LENGTH, UR, OF SOLID WALL REQUIRED IN EACH EXTERIOR ENDWALL FOR WIND PERPENDICULAR TO RIDGE ONE STORY OR TOP STORY OF TWO STORYa, c, d, e, f, g
340	TABLE R608.7.1.1(1)—continued UNREDUCED LENGTH, UR, OF SOLID WALL REQUIRED IN EACH EXTERIOR ENDWALL FOR WIND PERPENDICULAR TO RIDGE ONE STORY OR TOP STORY OF TWO STORYa, c, d, e, f, g
341	TABLE R608.7.1.1(2) UNREDUCED LENGTH, UR, OF SOLID WALL REQUIRED IN EACH EXTERIOR ENDWALL FOR WIND PERPENDICULAR TO RIDGE FIRST STORY OF TWO STORYa, c, d, e, f, g
342	TABLE R608.7.1.1(2)—continued UNREDUCED LENGTH, UR, OF SOLID WALL REQUIRED IN EACH EXTERIOR ENDWALL FOR WIND PERPENDICULAR TO RIDGE FIRST STORY OF TWO STORYa, c, d, e, f, g
343	TABLE R608.7.1.1(3) UNREDUCED LENGTH, UR, OF SOLID WALL REQUIRED IN EACH EXTERIOR SIDEWALL FOR WIND PARALLEL TO RIDGEa, c, d, e, f, g
344	TABLE R608.7.1.1(3)—continued UNREDUCED LENGTH, UR, OF SOLID WALL REQUIRED IN EACH EXTERIOR SIDEWALL FOR WIND PARALLEL TO RIDGEa, c, d, e, f, g
345	TABLE R608.7.1.1(4) REDUCTION FACTOR, R1, FOR BUILDINGS WITH MEAN ROOF HEIGHT LESS THAN 35 FEETa
346	TABLE R608.7.1.1(5) REDUCTION FACTOR, R2, FOR FLOOR-TO-CEILING WALL HEIGHTS LESS THAN 10 FEETa, b
347	TABLE R608.7.1.1(6) REDUCTION FACTOR FOR DESIGN STRENGTH, R3, FOR FLAT, WAFFLE- AND SCREEN-GRID WALLSa, c
348	FIGURE R608.7.1.1(1) MINIMUM SOLID WALL LENGTH
349	FIGURE R608.7.1.1(2) VERTICAL REINFORCEMENT LAYOUT DETAIL
350	FIGURE R608.7.1.1(3) VERTICAL WALL REINFORCEMENT ADJACENT TO WALL OPENINGS
352	FIGURE R608.8(1) REINFORCEMENT OF OPENINGS FIGURE R608.8(2) LINTEL FOR FLAT WALLS
353	FIGURE R608.8(3) LINTELS FOR WAFFLE-GRID WALLS
354	FIGURE R608.8(4) LINTELS FOR SCREEN-GRID WALLS
355	TABLE R608.8(1) LINTEL DESIGN LOADING CONDITIONSa, b, d
356	TABLE R608.8(2) MAXIMUM ALLOWABLE CLEAR SPANS FOR 4-INCH-NOMINAL THICK FLAT LINTELS IN LOAD-BEARING WALLS a, b, c, d, e, f, m ROOF CLEAR SPAN 40 FEET AND FLOOR CLEAR SPAN 32 FEET
357	TABLE R608.8(2)—continued MAXIMUM ALLOWABLE CLEAR SPANS FOR 4-INCH-NOMINAL THICK FLAT LINTELS IN LOAD-BEARING WALLS a, b, c, d, e, f, m ROOF CLEAR SPAN 40 FEET AND FLOOR CLEAR SPAN 32 FEET
358	TABLE R608.8(3) MAXIMUM ALLOWABLE CLEAR SPANS FOR 6-INCH-NOMINAL THICK FLAT LINTELS IN LOAD-BEARING WALLSa, b, c, d, e, f, mROOF CLEAR SPAN 40 FEET AND FLOOR CLEAR SPAN 32 FEET
359	TABLE R608.8(3)—continued MAXIMUM ALLOWABLE CLEAR SPANS FOR 6-INCH-NOMINAL THICK FLAT LINTELS IN LOAD-BEARING WALLSa, b, c, d, e, f, mROOF CLEAR SPAN 40 FEET AND FLOOR CLEAR SPAN 32 FEET
360	TABLE R608.8(4) MAXIMUM ALLOWABLE CLEAR SPANS FOR 8-INCH-NOMINAL THICK FLAT LINTELS IN LOAD-BEARING WALLSa, b, c, d, e, f, mROOF CLEAR SPAN 40 FEET AND FLOOR CLEAR SPAN 32 FEET
361	TABLE R608.8(4)—continued MAXIMUM ALLOWABLE CLEAR SPANS FOR 8-INCH-NOMINAL THICK FLAT LINTELS IN LOAD-BEARING WALLSa, b, c, d, e, f, mROOF CLEAR SPAN 40 FEET AND FLOOR CLEAR SPAN 32 FEET
362	TABLE R608.8(5) MAXIMUM ALLOWABLE CLEAR SPANS FOR 10-INCH-NOMINAL THICK FLAT LINTELS IN LOAD-BEARING WALLSa, b, c, d, e, f, mROOF CLEAR SPAN 40 FEET AND FLOOR CLEAR SPAN 32 FEET
363	TABLE R608.8(5)—continued MAXIMUM ALLOWABLE CLEAR SPANS FOR 10-INCH-NOMINAL THICK FLAT LINTELS IN LOAD-BEARING WALLSa, b, c, d, e, f, mROOF CLEAR SPAN 40 FEET AND FLOOR CLEAR SPAN 32 FEET
364	TABLE R608.8(6) MAXIMUM ALLOWABLE CLEAR SPANS FOR 6-INCH-THICK WAFFLE-GRID LINTELS IN LOAD-BEARING WALLSa, b, c, d, e, f, oMAXIMUM ROOF CLEAR SPAN 40 FEET AND MAXIMUM FLOOR SPAN 32 FEET
365	TABLE R608.8(6)—continued MAXIMUM ALLOWABLE CLEAR SPANS FOR 6-INCH-THICK WAFFLE-GRID LINTELS IN LOAD-BEARING WALLSa, b, c, d, e, f, oMAXIMUM ROOF CLEAR SPAN 40 FEET AND MAXIMUM FLOOR SPAN 32 FEET
366	TABLE R608.8(7) MAXIMUM ALLOWABLE CLEAR SPANS FOR 8-INCH-THICK WAFFLE-GRID LINTELS IN LOAD-BEARING WALLSa, b, c, d, e, f, oMAXIMUM ROOF CLEAR SPAN 40 FEET AND MAXIMUM FLOOR CLEAR SPAN 32 FEET
367	TABLE R608.8(7)—continued MAXIMUM ALLOWABLE CLEAR SPANS FOR 8-INCH-THICK WAFFLE-GRID LINTELS IN LOAD-BEARING WALLSa, b, c, d, e, f, oMAXIMUM ROOF CLEAR SPAN 40 FEET AND MAXIMUM FLOOR CLEAR SPAN 32 FEET
368	TABLE R608.8(8) MAXIMUM ALLOWABLE CLEAR SPANS FOR 6-INCH-THICK SCREEN-GRID LINTELS IN LOAD-BEARING WALLSa, b, c, d, e, f, pROOF CLEAR SPAN 40 FEET AND FLOOR CLEAR SPAN 32 FEET
369	TABLE R608.8(9) MAXIMUM ALLOWABLE CLEAR SPANS FOR FLAT LINTELS WITHOUT STIRRUPS IN NONLOAD-BEARING WALLSa, b, c, d, e, g
370	TABLE R608.8(9)—continued MAXIMUM ALLOWABLE CLEAR SPANS FOR FLAT LINTELS WITHOUT STIRRUPS IN NONLOAD-BEARING WALLSa, b, c, d, e, g TABLE R608.8(10) MAXIMUM ALLOWABLE CLEAR SPANS FOR WAFFLE-GRID ANDSCREEN-GRID LINTELS WITHOUT STIRRUPS IN NONLOAD-BEARING WALLSc, d, e, f, g
372	FIGURE R608.9(1) WOOD-FRAMED FLOOR TO SIDE OF CONCRETE WALL, FRAMING PERPENDICULAR
373	TABLE R608.9(1) WOOD-FRAMED FLOOR TO SIDE OF CONCRETE WALL, FRAMING PERPENDICULARa, b
374	FIGURE R608.9(2) WOOD-FRAMED FLOOR TO SIDE OF CONCRETE WALL, FRAMING PARALLEL
375	TABLE R608.9(2) WOOD-FRAMED FLOOR TO SIDE OF CONCRETE WALL, FRAMING PARALLELa, b
376	FIGURE R608.9(3) WOOD-FRAMED FLOOR TO TOP OF CONCRETE WALL, FRAMING PERPENDICULAR
377	TABLE R608.9(3) WOOD-FRAMED FLOOR TO TOP OF CONCRETE WALL, FRAMING PERPENDICULARa, b, c, d, e
378	FIGURE R608.9(4) WOOD-FRAMED FLOOR TO TOP OF CONCRETE WALL, FRAMING PARALLEL
379	TABLE R608.9(4) WOOD-FRAMED FLOOR TO TOP OF CONCRETE WALL, FRAMING PARALLELa, b, c, d, e
380	FIGURE R608.9(5) COLD-FORMED STEEL FLOOR TO SIDE OF CONCRETE WALL, FRAMING PERPENDICULAR
381	TABLE R608.9(5) COLD-FORMED STEEL-FRAMED FLOOR TO SIDE OF CONCRETE WALL, FRAMING PERPENDICULARa, b, c
382	FIGURE R608.9(6) COLD-FORMED STEEL FLOOR TO SIDE OF CONCRETE WALL, FRAMING PARALLEL
383	TABLE R608.9(6) COLD-FORMED STEEL-FRAMED FLOOR TO SIDE OF CONCRETE WALL, FRAMING PARALLELa, b, c
384	FIGURE R608.9(7) COLD-FORMED STEEL FLOOR TO TOP OF CONCRETE WALL, FRAMING PERPENDICULAR
385	TABLE R608.9(7) COLD-FORMED STEEL-FRAMED FLOOR TO TOP OF CONCRETE WALL, FRAMING PERPENDICULARa, b, c, d, e
386	FIGURE R608.9(8) COLD-FORMED STEEL FLOOR TO TOP OF CONCRETE WALL, FRAMING PARALLEL
387	TABLE R608.9(8) COLD-FORMED STEEL-FRAMED FLOOR TO TOP OF CONCRETE WALL, FRAMING PARALLELa, b, c, d, e
388	FIGURE R608.9(9) WOOD-FRAMED ROOF TO TOP OF CONCRETE WALL, FRAMING PERPENDICULAR
389	TABLE R608.9(9) WOOD-FRAMED ROOF TO TOP OF CONCRETE WALL, FRAMING PERPENDICULARa, b, c, d, e
390	FIGURE R608.9(10) WOOD-FRAMED ROOF TO TOP OF CONCRETE WALL, FRAMING PARALLEL
391	TABLE R608.9(10) WOOD-FRAMED ROOF TO TOP OF CONCRETE WALL, FRAMING PARALLELa, b, c, d, e
392	FIGURE R608.9(11) COLD-FORMED STEEL ROOF TO TOP OF CONCRETE WALL, FRAMING PERPENDICULAR
393	TABLE R608.9(11) COLD-FORMED STEEL ROOF TO TOP OF CONCRETE WALL, FRAMING PERPENDICULARa, b, c, d, e
394	FIGURE R608.9(12) COLD-FORMED STEEL ROOF TO TOP OF CONCRETE WALL, FRAMING PARALLEL
395	TABLE R608.9(12) COLD-FORMED STEEL ROOF TO TOP OF CONCRETE WALL, FRAMING PARALLELa, b, c, d, e
396	SECTION R609 EXTERIOR WINDOWS AND DOORS
397	SECTION R610 STRUCTURAL INSULATED PANEL WALL CONSTRUCTION
398	FIGURE 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
399	FIGURE 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
400	FIGURE R610.4 SIP WALL PANEL
401	TABLE R610.5(1) MINIMUM THICKNESS FOR SIP WALL SUPPORTING SIP OR LIGHT-FRAME ROOF ONLY (inches)a
402	TABLE R610.5(2) MINIMUM THICKNESS FOR SIP WALL SUPPORTING SIP OR LIGHT-FRAME ONE STORY AND ROOF ONLY (inches)a
403	FIGURE R610.5(1) MAXIMUM ALLOWABLE HEIGHT OF SIP WALLS FIGURE R610.5(2) MAXIMUM ALLOWABLE HEIGHT OF SIP WALLS
404	FIGURE R610.5(3) TRUSSED ROOF TO TOP PLATE CONNECTION FIGURE R610.5(4) SIP WALL-TO-WALL PLATFORM FRAME CONNECTION
405	FIGURE R610.5(5) SIP WALL-TO-WALL HANGING FLOOR FRAME CONNECTION(I-Joist floor shown for Illustration only) FIGURE R610.5.1 SIP WALL FRAMING CONFIGURATION
406	FIGURE R610.5.2 SIP WALL TO CONCRETE SLAB FOR FOUNDATION WALL ATTACHMENT FIGURE R610.5.4 SIP CORNER FRAMING DETAIL
407	FIGURE R610.8 TYPICAL SIP WALL PANEL-TO-PANEL CONNECTION DETAILS
408	TABLE R610.8 MAXIMUM SPANS FOR 117/8-INCH OR DEEPER SIP HEADERS (feet)a, c, d
410	CHAPTER 7 WALL COVERING SECTION R701 GENERAL SECTION R702 INTERIOR COVERING TABLE R702.1(1) THICKNESS OF PLASTER
411	TABLE R702.1(2) GYPSUM PLASTER PROPORTIONSa TABLE R702.1(3) CEMENT PLASTER PROPORTIONS, PARTS BY VOLUME
413	TABLE R702.3.5 MINIMUM THICKNESS AND APPLICATION OF GYPSUM BOARD AND GYPSUM PANEL PRODUCTS
414	TABLE R702.3.6 SHEAR CAPACITY FOR HORIZONTAL WOOD-FRAMED GYPSUM BOARD DIAPHRAGM CEILING ASSEMBLIES TABLE R702.4.2 BACKER BOARD MATERIALS
415	TABLE R702.7(1) VAPOR RETARDER MATERIALS AND CLASSES TABLE R702.7(2) VAPOR RETARDER OPTIONS TABLE R702.7(3) CLASS III VAPOR RETARDERS
416	TABLE R702.7(4) CONTINUOUS INSULATION WITH CLASS II VAPOR RETARDER SECTION R703 EXTERIOR COVERING
418	TABLE R703.3(1) SIDING MINIMUM ATTACHMENT AND MINIMUM THICKNESS
419	TABLE R703.3(1)—continued SIDING MINIMUM ATTACHMENT AND MINIMUM THICKNESS
420	TABLE R703.3(2) SCREW FASTENER SUBSTITUTION FOR SIDING ATTACHMENT TO COLD-FORMED STEEL LIGHT FRAME CONSTRUCTIONa, b, c, d, e TABLE R703.3.2 LIMITS FOR ATTACHMENT PER Table R703.3(1) TABLE R703.3.3 OPTIONAL SIDING ATTACHMENT SCHEDULE FOR FASTENERS WHERE NO STUD PENETRATION NECESSARY
421	TABLE R703.6.1 MAXIMUM WEATHER EXPOSURE FOR WOOD SHAKES AND SHINGLES ON EXTERIOR WALLS a, b, c (Dimensions are in inches)
422	TABLE R703.6.3(1) SINGLE-COURSE SIDEWALL FASTENERS TABLE R703.6.3(2) DOUBLE-COURSE SIDEWALL FASTENERS
424	FIGURE R703.8(1)TYPICAL MASONRY VENEER WALL DETAILSd
425	FIGURE R703.8(2) TYPICAL MASONRY VENEER WALL DETAILSe
426	TABLE R703.8(1) STONE OR MASONRY VENEER LIMITATIONS AND REQUIREMENTS, WOOD OR STEEL FRAMING, SEISMIC DESIGN CATEGORIES A, B AND C TABLE R703.8(2) STONE OR MASONRY VENEER LIMITATIONS AND REQUIREMENTS, ONE- AND TWO-FAMILY DETACHED DWELLINGS, SEISMIC DESIGN CATEGORIES D0, D1 AND D2
427	FIGURE R703.8.2.1 EXTERIOR MASONRY VENEER SUPPORT BY STEEL ANGLES FIGURE R703.8.2.2 EXTERIOR MASONRY VENEER SUPPORT BY ROOF MEMBERS
428	TABLE R703.8.3.1 ALLOWABLE SPANS FOR LINTELS SUPPORTING MASONRY VENEERa, b, c, d TABLE R703.8.3.2 HEIGHT OF MASONRY VENEER ABOVE OPENING FIGURE R703.8.3.2 MASONRY VENEER OPENING
429	TABLE R703.8.4(1) TIE ATTACHMENT AND AIRSPACE REQUIREMENTS
430	TABLE R703.8.4(2) REQUIRED BRICK TIE SPACING FOR DIRECT APPLICATION TOWOOD STRUCTURAL PANEL SHEATHINGa, b, c
432	TABLE R703.11.2 REQUIRED MINIMUM WIND LOAD DESIGN PRESSURE RATING FOR VINYL SIDING INSTALLED OVER FOAM PLASTIC SHEATHING ALONE
433	TABLE R703.15.1 CLADDING MINIMUM FASTENING REQUIREMENTS FOR DIRECT ATTACHMENT OVER FOAM PLASTIC SHEATHING TO SUPPORT CLADDING WEIGHTa
434	TABLE R703.15.2 FURRING MINIMUM FASTENING REQUIREMENTS FOR APPLICATION OVER FOAM PLASTIC SHEATHING TO SUPPORT CLADDING WEIGHTa, b
435	TABLE R703.16.1 CLADDING MINIMUM FASTENING REQUIREMENTS FOR DIRECT ATTACHMENT OVER FOAM PLASTIC SHEATHING TO SUPPORT CLADDING WEIGHTa, b TABLE R703.16.2 FURRING MINIMUM FASTENING REQUIREMENTS FORAPPLICATION OVER FOAM PLASTIC SHEATHING TO SUPPORT CLADDING WEIGHTa
436	SECTION R704 SOFFITS FIGURE R704.2.1(1) TYPICAL SINGLE-SPAN VINYL SOFFIT PANEL SUPPORT
437	FIGURE R704.2.1(2) TYPICAL DOUBLE-SPAN VINYL SOFFIT PANEL SUPPORT
438	TABLE R704.3.4 PRESCRIPTIVE ALTERNATIVE FOR WOOD STRUCTURAL PANEL SOFFIT b, c, d, e
440	CHAPTER 8 ROOF-CEILING CONSTRUCTION SECTION R801 GENERAL SECTION R802 WOOD ROOF FRAMING
442	TABLE R802.4.1(1) RAFTER SPANS FOR COMMON LUMBER SPECIES (Roof live load = 20 psf, ceiling not attached to rafters, L/Δ = 180)
443	TABLE R802.4.1(1)—continued RAFTER SPANS FOR COMMON LUMBER SPECIES (Roof live load = 20 psf, ceiling not attached to rafters, L/Δ = 180)
444	TABLE R802.4.1(2) RAFTER SPANS FOR COMMON LUMBER SPECIES (Roof live load = 20 psf, ceiling attached to rafters, L/Δ = 240)
445	TABLE R802.4.1(2)—continued RAFTER SPANS FOR COMMON LUMBER SPECIES (Roof live load = 20 psf, ceiling attached to rafters, L/Δ = 240)
446	TABLE R802.4.1(3) RAFTER SPANS FOR COMMON LUMBER SPECIES (Ground snow load = 30 psf, ceiling not attached to rafters, L/Δ = 180)
447	TABLE R802.4.1(3)—continued RAFTER SPANS FOR COMMON LUMBER SPECIES (Ground snow load = 30 psf, ceiling not attached to rafters, L/Δ = 180)
448	TABLE R802.4.1(4) RAFTER SPANS FOR COMMON LUMBER SPECIES (Ground snow load = 30 psf, ceiling attached to rafters, L/Δ = 240)
449	TABLE R802.4.1(4)—continued RAFTER SPANS FOR COMMON LUMBER SPECIES (Ground snow load = 30 psf, ceiling attached to rafters, L/Δ = 240)
450	TABLE R802.4.1(5) RAFTER SPANS FOR COMMON LUMBER SPECIES (Ground snow load = 50 psf, ceiling not attached to rafters, L/Δ = 180)
451	TABLE R802.4.1(5)—continued RAFTER SPANS FOR COMMON LUMBER SPECIES (Ground snow load = 50 psf, ceiling not attached to rafters, L/Δ = 180)
452	TABLE R802.4.1(6) RAFTER SPANS FOR COMMON LUMBER SPECIES (Ground snow load = 50 psf, ceiling attached to rafters, L/Δ = 240)
453	TABLE R802.4.1(6)—continued RAFTER SPANS FOR COMMON LUMBER SPECIES (Ground snow load = 50 psf, ceiling attached to rafters, L/Δ = 240)
454	TABLE R802.4.1(7) RAFTER SPANS FOR COMMON LUMBER SPECIES (Ground snow load = 70 psf, ceiling not attached to rafters, L/Δ = 180)
455	TABLE R802.4.1(7)—continued RAFTER SPANS FOR COMMON LUMBER SPECIES (Ground snow load = 70 psf, ceiling not attached to rafters, L/Δ = 180)
457	TABLE R802.4.1(8)—continued RAFTER SPANS FOR COMMON LUMBER SPECIES (Ground snow load = 70 psf, ceiling attached to rafters, L/Δ = 240)
458	TABLE R802.4.1(9) RAFTER SPAN ADJUSTMENT FACTOR FIGURE R802.4.5 BRACED RAFTER CONSTRUCTION
459	TABLE R802.5.1(1) CEILING JOIST SPANS FOR COMMON LUMBER SPECIES (Uninhabitable attics without storage, live load = 10 psf, L/Δ = 240)
460	TABLE R802.5.1(1)—continued CEILING JOIST SPANS FOR COMMON LUMBER SPECIES (Uninhabitable attics without storage, live load = 10 psf, L/Δ = 240)
461	TABLE R802.5.1(2) CEILING JOIST SPANS FOR COMMON LUMBER SPECIES (Uninhabitable attics with limited storage, live load = 20 psf, L/Δ = 240)
462	TABLE R802.5.1(2)—continued CEILING JOIST SPANS FOR COMMON LUMBER SPECIES (Uninhabitable attics with limited storage, live load = 20 psf, L/Δ = 240)
463	TABLE R802.4.1(8) RAFTER SPANS FOR COMMON LUMBER SPECIES (Ground snow load = 70 psf, ceiling attached to rafters, L/Δ = 240) TABLE R802.5.2(1) RAFTER/CEILING JOIST HEEL JOINT CONNECTIONSg TABLE R802.5.2(2) HEEL JOINT CONNECTION ADJUSTMENT FACTORS
464	FIGURE R802.7.1.1 RAFTER NOTCH
465	FIGURE R802.7.1.2 CEILING JOIST TAPER CUT
467	TABLE R802.11 RAFTER OR TRUSS UPLIFT CONNECTION FORCES FROM WIND (ASD) (POUNDS PER CONNECTION)a, b, c, d, e, f, g, h
468	TABLE R802.11—continued RAFTER OR TRUSS UPLIFT CONNECTION FORCES FROM WIND (ASD) (POUNDS PER CONNECTION)a, b, c, d, e, f, g, h
469	SECTION R803 ROOF SHEATHING TABLE R803.1 MINIMUM THICKNESS OF LUMBER ROOF SHEATHING SECTION R804 COLD-FORMED STEEL ROOF FRAMING
470	FIGURE R804.3 COLD-FORMED STEEL ROOF CONSTRUCTION
471	TABLE R804.3 ROOF FRAMING FASTENING SCHEDULEa, b
472	TABLE R804.3.1.1(1) CEILING JOIST SPANS 10 PSF LIVE LOAD (NO ATTIC STORAGE)a, b, c, d
473	TABLE R804.3.1.1(2) CEILING JOIST SPANS 20 PSF LIVE LOAD (LIMITED ATTIC STORAGE)a, b, c, d
474	TABLE R804.3.1.1(3) NUMBER OF SCREWS REQUIRED FOR CEILING JOIST TO ROOF RAFTER CONNECTIONa FIGURE R804.3.1.1 JOIST TO RAFTER CONNECTION
475	FIGURE R804.3.1.3(1) CEILING JOIST TOP FLANGE BRACING WITH C-SHAPED, TRACK OR COLD-ROLLED CHANNEL FIGURE R804.3.1.3(2) CEILING JOIST TOP FLANGE BRACING WITH CONTINUOUS STEEL STRAP AND BLOCKING
476	FIGURE R804.3.1.4 SPLICED CEILING JOISTS
477	TABLE R804.3.2.1(1) ROOF RAFTER SPANSa, b, c, d TABLE R804.3.2.1(2) ULTIMATE DESIGN WIND SPEED TO EQUIVALENT SNOW LOAD CONVERSION
478	FIGURE R804.3.2.1.2 GABLE ENDWALL OVERHANG DETAILS
479	FIGURE R804.3.2.4 RIDGE MEMBER CONNECTION
480	TABLE R804.3.2.4 SCREWS REQUIRED AT EACH LEG OF CLIP ANGLE FOR ROOF RAFTER TO RIDGE MEMBER CONNECTIONa
481	FIGURE R804.3.5(1) ROOF OR CEILING OPENING FIGURE R804.3.5(2) HEADER TO TRIMMER CONNECTION
482	TABLE R804.3.7.1 REQUIRED LENGTHS FOR CEILING DIAPHRAGMS AT GABLEENDWALLS GYPSUM BOARD SHEATHED, CEILING HEIGHT = 8 FEETa, b, c, d, e, f, g
483	FIGURE R804.3.7.1(1) CEILING DIAPHRAGM TO GABLE ENDWALL DETAIL FIGURE R804.3.7.1(2) CEILING DIAPHRAGM TO SIDEWALL DETAIL
484	FIGURE R804.3.7.2 ROOF BLOCKING DETAIL
485	SECTION R805 CEILING FINISHES SECTION R806 ROOF VENTILATION
487	TABLE R806.5 INSULATION FOR CONDENSATION CONTROL SECTION R807 ATTIC ACCESS
488	CHAPTER 9 ROOF ASSEMBLIES SECTION R901 GENERAL SECTION R902 FIRE CLASSIFICATION SECTION R903 WEATHER PROTECTION
489	SECTION R904 MATERIALS SECTION R905 REQUIREMENTS FOR ROOF COVERINGS
490	TABLE R905.1.1(1) UNDERLAYMENT TYPES
491	TABLE R905.1.1(2) UNDERLAYMENT APPLICATION
492	TABLE R905.1.1(3) UNDERLAYMENT APPLICATION TABLE R905.2.4.1 CLASSIFICATION OF ASPHALT ROOF SHINGLES
493	TABLE R905.2.8.2 VALLEY LINING MATERIAL
494	TABLE R905.3.7 CLAY AND CONCRETE TILE ATTACHMENT
495	TABLE R905.4.4.1 CLASSIFICATION OF STEEP SLOPE METAL ROOF SHINGLES TESTED IN ACCORDANCE WITH ASTM D3161 TABLE R905.6.5 SLATE SHINGLE HEADLAP
496	TABLE R905.7.4 WOOD SHINGLE MATERIAL REQUIREMENTS TABLE R905.7.5(1) WEATHER EXPOSURE AND ROOF SLOPE TABLE R905.7.5(2) NAIL REQUIREMENTS FOR WOOD SHAKES AND WOOD SHINGLES
497	TABLE R905.8.5 WOOD SHAKE MATERIAL REQUIREMENTS TABLE R905.8.6 WOOD SHAKE WEATHER EXPOSURE AND ROOF SLOPE
498	TABLE R905.9.2 BUILT-UP ROOFING MATERIAL STANDARDS
499	TABLE R905.10.3(1) METAL ROOF COVERING STANDARDS TABLE R905.10.3(2) MINIMUM CORROSION RESISTANCE TABLE R905.11.2 MODIFIED BITUMEN ROOFING MATERIAL STANDARDS
500	TABLE R905.14.3 PROTECTIVE COATING MATERIAL STANDARDS TABLE R905.16.6 CLASSIFICATION OF PHOTOVOLTAIC SHINGLES
501	SECTION R906 ROOF INSULATION TABLE R906.2 MATERIAL STANDARDS FOR ROOF INSULATION SECTION R907 ROOFTOP-MOUNTED PHOTOVOLTAIC PANEL SYSTEMS SECTION R908 REROOFING
504	CHAPTER 10 CHIMNEYS AND FIREPLACES SECTION R1001 MASONRY FIREPLACES
505	TABLE R1001.1 SUMMARY OF REQUIREMENTS FOR MASONRY FIREPLACES AND CHIMNEYS
506	FIGURE R1001.1 FIREPLACE AND CHIMNEY DETAILS
508	FIGURE R1001.11 CLEARANCE FROM COMBUSTIBLES SECTION R1002 MASONRY HEATERS SECTION R1003 MASONRY CHIMNEYS
511	TABLE 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
512	FIGURE R1003.15.2 FLUE SIZES FOR MASONRY CHIMNEYS FIGURE R1003.18 CLEARANCE FROM COMBUSTIBLES
513	TABLE R1003.20 CRICKET DIMENSIONS FIGURE R1003.20 CHIMNEY CRICKET SECTION R1004 FACTORY-BUILT FIREPLACES SECTION R1005 FACTORY-BUILT CHIMNEYS
514	SECTION R1006 EXTERIOR AIR SUPPLY
516	PART IV – ENERGY CONSERVATION CHAPTER 11 [RE] ENERGY EFFICIENCY
518	PART V – MECHANICAL CHAPTER 12 MECHANICAL ADMINISTRATION SECTION M1201 GENERAL SECTION M1202 EXISTING MECHANICAL SYSTEMS
520	CHAPTER 13 GENERAL MECHANICAL SYSTEM REQUIREMENTS SECTION M1301 GENERAL SECTION M1302 APPROVAL SECTION M1303 LABELING OF APPLIANCES SECTION M1304 TYPE OF FUEL
521	SECTION M1305 APPLIANCE ACCESS
522	SECTION M1306 CLEARANCES FROM COMBUSTIBLE CONSTRUCTION SECTION M1307 APPLIANCE INSTALLATION
523	TABLE M1306.2 REDUCTION OF CLEARANCES WITH SPECIFIED FORMS OF PROTECTIONa, c, d, e, f, g, h, i, j, k, l
524	FIGURE M1306.1 REDUCED CLEARANCE DIAGRAM FIGURE M1306.2 WALL PROTECTOR CLEARANCE REDUCTION SYSTEM
525	SECTION M1308 MECHANICAL SYSTEMS INSTALLATION
526	CHAPTER 14 HEATING AND COOLING EQUIPMENT AND APPLIANCES SECTION M1401 GENERAL SECTION M1402 CENTRAL FURNACES SECTION M1403 HEAT PUMP EQUIPMENT SECTION M1404 REFRIGERATION COOLING EQUIPMENT SECTION M1405 BASEBOARD CONVECTORS
527	SECTION M1406 RADIANT HEATING SYSTEMS SECTION M1407 DUCT HEATERS SECTION M1408 VENTED FLOOR FURNACES
528	SECTION M1409 VENTED WALL FURNACES SECTION M1410 VENTED ROOM HEATERS SECTION M1411 HEATING AND COOLING EQUIPMENT
530	SECTION M1412 ABSORPTION COOLING EQUIPMENT SECTION M1413 EVAPORATIVE COOLING EQUIPMENT SECTION M1414 FIREPLACE STOVES SECTION M1415 MASONRY HEATERS
532	CHAPTER 15 EXHAUST SYSTEMS SECTION M1501 GENERAL SECTION M1502 CLOTHES DRYER EXHAUST
533	TABLE M1502.4.6.1 DRYER EXHAUST DUCT FITTING EQUIVALENT LENGTH SECTION M1503 DOMESTIC COOKING EXHAUST EQUIPMENT
534	SECTION M1504 EXHAUST DUCTS AND EXHAUST OPENINGS SECTION M1505 MECHANICAL VENTILATION
535	TABLE M1504.2 DUCT LENGTH TABLE M1505.4.4 MINIMUM REQUIRED LOCAL EXHAUST RATES FOR ONE- AND TWO-FAMILY DWELLINGS EQUATION 15-1
536	TABLE M1505.4.3(1) CONTINUOUS WHOLE-HOUSE MECHANICAL VENTILATION SYSTEM AIRFLOW RATE REQUIREMENTS TABLE M1505.4.3(2) INTERMITTENT WHOLE-HOUSE MECHANICAL VENTILATION RATE FACTORSa, b
538	CHAPTER 16 DUCT SYSTEMS SECTION M1601 DUCT CONSTRUCTION
539	TABLE M1601.1.1 DUCT CONSTRUCTION MINIMUM SHEET METAL THICKNESS FOR SINGLE DWELLING UNITSa
541	SECTION M1602 RETURN AIR
542	CHAPTER 17 COMBUSTION AIR SECTION M1701 GENERAL
544	CHAPTER 18 CHIMNEYS AND VENTS SECTION M1801 GENERAL
545	SECTION M1802 VENT COMPONENTS SECTION M1803 CHIMNEY AND VENT CONNECTORS TABLE M1803.2 THICKNESS FOR SINGLE-WALL METAL PIPE CONNECTORS
546	TABLE M1803.3.4 CHIMNEY AND VENT CONNECTOR CLEARANCES TO COMBUSTIBLE MATERIALSa SECTION M1804 VENTS TABLE M1804.1 VENT SELECTION CHART
547	SECTION M1805 MASONRY AND FACTORY-BUILT CHIMNEYS
548	CHAPTER 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
550	CHAPTER 20 BOILERS AND WATER HEATERS SECTION M2001 BOILERS SECTION M2002 OPERATING AND SAFETY CONTROLS SECTION M2003 EXPANSION TANKS
551	TABLE 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
552	CHAPTER 21 HYDRONIC PIPING SECTION M2101 HYDRONIC PIPING SYSTEMS INSTALLATION TABLE M2101.9 HANGER SPACING INTERVALS
553	TABLE M2101.1 HYDRONIC PIPING AND FITTING MATERIALS
555	SECTION M2102 BASEBOARD CONVECTORS
556	SECTION M2103 FLOOR HEATING SYSTEMS SECTION M2104 LOW TEMPERATURE PIPING
557	SECTION M2105 GROUND-SOURCE HEAT-PUMP SYSTEM LOOP PIPING TABLE M2105.4 GROUND-SOURCE LOOP PIPE TABLE M2105.5 GROUND-SOURCE LOOP PIPE FITTINGS
560	CHAPTER 22 SPECIAL PIPING AND STORAGE SYSTEMS SECTION M2201 OIL TANKS SECTION M2202 OIL PIPING, FITTING AND CONNECTIONS SECTION M2203 INSTALLATION
561	SECTION M2204 OIL PUMPS AND VALVES
562	CHAPTER 23 SOLAR THERMAL ENERGY SYSTEMS SECTION M2301 SOLAR THERMAL ENERGY SYSTEMS
564	PART VI – FUEL GAS CHAPTER 24 FUEL GAS SECTION G2401 (101) GENERAL SECTION G2402 (201) GENERAL
565	SECTION G2403 (202) GENERAL DEFINITIONS
571	SECTION G2404 (301) GENERAL SECTION G2405 (302) STRUCTURAL SAFETY
572	SECTION G2406 (303) APPLIANCE LOCATION SECTION G2407 (304) COMBUSTION, VENTILATION AND DILUTION AIR
573	EQUATION 24-1 EQUATION 24-2 FIGURE G2407.5.3 (304.5.3) ALL AIR FROM INSIDE THE BUILDING(see Section G2407.5.3)
574	FIGURE G2407.6.1(1) [304.6.1(1)] ALL AIR FROM OUTDOORS— INLET AIR FROM VENTILATED CRAWL SPACE AND OUTLET AIR TO VENTILATED ATTIC(see Section G2407.6.1) FIGURE G2407.6.1(2) [304.6.1(2)] ALL AIR FROM OUTDOORS THROUGH VENTILATED ATTIC(see Section G2407.6.1)
575	FIGURE G2407.6.1(3) [304.6.1(3)] ALL AIR FROM OUTDOORS (see Section G2407.6.1) FIGURE G2407.6.2 (304.6.2) SINGLE COMBUSTION AIR OPENING, ALL AIR FROM OUTDOORS(see Section G2407.6.2)
576	SECTION G2408 (305) INSTALLATION
577	SECTION G2409 (308) CLEARANCE REDUCTION FIGURE G2409.2(1) [308.2(1) ]EXTENT OF PROTECTION NECESSARY TO REDUCE CLEARANCES FROM GAS EQUIPMENT OR VENT CONNECTORS
578	FIGURE G2409.2(2) [308.2(2)] WALL PROTECTOR CLEARANCE REDUCTION SYSTEM FIGURE G2409.2(3) [308.2(3)] MASONRY CLEARANCE REDUCTION SYSTEM
579	TABLE G2409.2 (308.2) REDUCTION OF CLEARANCES WITH SPECIFIED FORMS OF PROTECTION a through k
580	SECTION G2410 (309) ELECTRICAL SECTION G2411 (310) ELECTRICAL BONDING SECTION G2412 (401) GENERAL
581	SECTION 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
582	TABLE G2413.4(1) [402.4(2)] SCHEDULE 40 METALLIC PIPE TABLE G2413.4(1) [402.4(2)] SCHEDULE 40 METALLIC PIPE
583	TABLE G2413.4(2) [402.4(5)] SCHEDULE 40 METALLIC PIPE
584	TABLE G2413.4(3) [402.4(9)] SEMIRIGID COPPER TUBING
585	TABLE G2413.4(4) [402.4(12)] SEMIRIGID COPPER TUBING
586	TABLE G2413.4(5) [402.4(15)] CORRUGATED STAINLESS STEEL TUBING (CSST)
587	TABLE G2413.4(6) [402.4(18)] CORRUGATED STAINLESS STEEL TUBING (CSST)
588	TABLE G2413.4(7) [402.4(21)] POLYETHYLENE PLASTIC PIPE
589	TABLE G2413.4(8) [402.4(22)] POLYETHYLENE PLASTIC PIPE
590	TABLE G2413.4(9) [402.4(25)] SCHEDULE 40 METALLIC PIPE
591	TABLE G2413.4(10) [402.4(26)] SCHEDULE 40 METALLIC PIPE
592	TABLE G2413.4(11) [402.4(27)] SCHEDULE 40 METALLIC PIPE
593	TABLE G2413.4(12) [402.4(28)] SCHEDULE 40 METALLIC PIPE
594	TABLE G2413.4(13) [402.4(29)] SEMIRIGID COPPER TUBING
595	TABLE G2413.4(14) [402.4(30)] SEMIRIGID COPPER TUBING
596	TABLE G2413.4(15) [402.4(31)] SEMIRIGID COPPER TUBING
597	TABLE G2413.4(16) [402.4(32)] CORRUGATED STAINLESS STEEL TUBING (CSST)
598	TABLE G2413.4(17) [402.4(33)] CORRUGATED STAINLESS STEEL TUBING (CSST)
599	TABLE G2413.4(18) [402.4(34)] CORRUGATED STAINLESS STEEL TUBING (CSST)
600	TABLE G2413.4(19) [402.4(35)] POLYETHYLENE PLASTIC PIPE
601	TABLE G2413.4(20) [402.4(36)] POLYETHYLENE PLASTIC PIPE
602	TABLE G2413.4(21) [402.4(37)] POLYETHYLENE PLASTIC TUBING
603	SECTION G2414 (403) PIPING MATERIALS
604	TABLE G2414.8.2 (403.8.2) SPECIFICATIONS FOR THREADING METALLIC PIPE
605	SECTION G2415 (404) PIPING SYSTEM INSTALLATION
608	SECTION G2416 (405) PIPING BENDS AND CHANGES IN DIRECTION SECTION G2417 (406) INSPECTION, TESTING AND PURGING
609	TABLE G2417.7.1.1 (406.7.1.1) SIZE AND LENGTH OF PIPING
610	SECTION G2418 (407) PIPING SUPPORT SECTION G2419 (408) DRIPS AND SLOPED PIPING
611	FIGURE G2419.4 (408.4) METHOD OF INSTALLING A TEE FITTING SEDIMENT TRAP SECTION G2420 (409) SHUTOFF VALVES TABLE G2420.1.1 (409.1.1) MANUAL GAS VALVE STANDARDS
612	SECTION G2421 (410) FLOW CONTROLS SECTION G2422 (411) APPLIANCE CONNECTIONS
613	SECTION G2423 (413) COMPRESSED NATURAL GAS MOTOR VEHICLE FUEL-DISPENSING FACILITIES SECTION G2424 (415) PIPING SUPPORT INTERVALS
614	TABLE G2424.1 (415.1) SUPPORT OF PIPING SECTION G2425 (501) GENERAL
615	SECTION G2426 (502) VENTS
616	SECTION G2427 (503) VENTING OF APPLIANCES TABLE G2427.4 (503.4) TYPE OF VENTING SYSTEM TO BE USED
619	FIGURE G2427.6.4 (503.6.5) TERMINATION LOCATIONS FOR GAS VENTS WITH LISTED CAPS 12 INCHES OR LESS IN SIZE NOT LESS THAN 8 FEET FROM A VERTICAL WALL
621	FIGURE G2427.8 (503.8) THROUGH-THE-WALL VENT TERMINAL CLEARANCES
622	TABLE G2427.8 (503.8) THROUGH-THE-WALL VENT TERMINAL CLEARANCES
623	TABLE G2427.10.2.4 (503.10.2.4) MINIMUM THICKNESS FOR GALVANIZED STEEL VENT CONNECTORS FOR LOW-HEAT APPLIANCES
624	TABLE G2427.10.5 (503.10.5) CLEARANCES FOR CONNECTORSa
625	SECTION G2428 (504) SIZING OF CATEGORY I APPLIANCE VENTING SYSTEMS
627	TABLE G2428.2(1) [504.2(1)] TYPE B DOUBLE-WALL GAS VENT
628	TABLE G2428.2(2) [504.2(2)] TYPE B DOUBLE-WALL GAS VENT
629	TABLE G2428.2(2) [504.2(2)]—continued TYPE B DOUBLE-WALL GAS VENT
630	TABLE G2428.3.2 (504.3.2) MAXIMUM VENT CONNECTOR LENGTH
631	TABLE G2428.3(1) [504.3(1)] TYPE B DOUBLE-WALL VENT
632	TABLE G2428.3(2) [504.3(2)] TYPE B DOUBLE-WALL VENT
633	TABLE G2428.3(3) [504.3(3)] MASONRY CHIMNEY
634	TABLE G2428.3(4) [504.3(4)] MASONRY CHIMNEY
636	SECTION G2429 (505) DIRECT-VENT, INTEGRAL VENT ,MECHANICAL VENT AND VENTILATION/EXHAUST HOOD VENTING SECTION G2430 (506) FACTORY-BUILT CHIMNEYS
637	SECTION 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
638	SECTION G2438 (613) CLOTHES DRYERS SECTION G2439 (614) CLOTHES DRYER EXHAUST
639	TABLE G2439.7.4.1 (TABLE 614.9.4.1) DRYER EXHAUST DUCT FITTING EQUIVALENT LENGTH SECTION G2440 (615) SAUNA HEATERS
640	SECTION G2441 (617) POOL AND SPA HEATERS SECTION G2442 (618) FORCED-AIR WARM-AIR FURNACES
641	SECTION G2443 (619) CONVERSION BURNERS SECTION G2444 (620) UNIT HEATERS SECTION G2445 (621) UNVENTED ROOM HEATERS SECTION G2446 (622) VENTED ROOM HEATERS
642	SECTION G2447 (623) COOKING APPLIANCES SECTION G2448 (624) WATER HEATERS SECTION G2449 (627) AIR-CONDITIONING APPLIANCES SECTION G2450 (628) ILLUMINATING APPLIANCES
643	SECTION G2451 (630) INFRARED RADIANT HEATERS SECTION G2452 (631) BOILERS SECTION G2453 (635) OUTDOOR DECORATIVE APPLIANCES
644	PART VII – PLUMBING CHAPTER 25 PLUMBING ADMINISTRATION SECTION P2501 GENERAL SECTION P2502 EXISTING PLUMBING SYSTEMS SECTION P2503 INSPECTION AND TESTS
646	CHAPTER 26 GENERAL PLUMBING REQUIREMENTS SECTION P2601 GENERAL SECTION P2602 INDIVIDUAL WATER SUPPLY AND SEWAGE DISPOSAL SECTION P2603 STRUCTURAL AND PIPING PROTECTION
647	SECTION P2604 TRENCHING AND BACKFILLING SECTION P2605 SUPPORT
648	TABLE P2605.1 PIPING SUPPORT SECTION P2606 PENETRATIONS SECTION P2607 WATERPROOFING OF OPENINGS SECTION P2608 WORKMANSHIP SECTION P2609 MATERIALS EVALUATION AND LISTING
650	CHAPTER 27 PLUMBING FIXTURES SECTION P2701 FIXTURES, FAUCETS AND FIXTURE FITTINGS SECTION P2702 FIXTURE ACCESSORIES SECTION P2703 TAIL PIECES SECTION P2704 SLIP-JOINT CONNECTIONS SECTION P2705 INSTALLATION
651	TABLE P2701.1 PLUMBING FIXTURES, FAUCETS AND FIXTURE FITTINGS
652	SECTION P2706 WASTE RECEPTORS SECTION P2707 DIRECTIONAL FITTINGS SECTION P2708 SHOWERS SECTION P2709 SHOWER RECEPTORS
653	SECTION P2710 SHOWER WALLS SECTION P2711 LAVATORIES SECTION P2712 WATER CLOSETS
654	SECTION P2713 BATHTUBS SECTION P2714 SINKS SECTION P2715 LAUNDRY TUBS SECTION P2716 FOOD-WASTE DISPOSER SECTION P2717 DISHWASHING MACHINES SECTION P2718 CLOTHES WASHING MACHINE
655	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 SECTION P2725 NONLIQUID SATURATED TREATMENT SYSTEMS
656	CHAPTER 28 WATER HEATERS SECTION P2801 GENERAL SECTION P2802 SOLAR WATER HEATING SYSTEMS
657	SECTION P2803 WATER HEATERS USED FOR SPACE HEATING SECTION P2804 RELIEF VALVES
658	CHAPTER 29 WATER SUPPLY AND DISTRIBUTION SECTION P2901 GENERAL FIGURE P2901.2.1 PICTOGRAPH—DO NOT DRINK TABLE P2901.2.2.2 SIZE OF PIPE IDENTIFICATION
659	SECTION P2902 PROTECTION OF POTABLE WATER SUPPLY
660	TABLE P2902.3 APPLICATION FOR BACKFLOW PREVENTERS TABLE P2902.3.1 MINIMUM AIR GAPS
662	SECTION 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
663	TABLE P2903.6 WATER SUPPLY FIXTURE UNIT VALUES FOR VARIOUS PLUMBING FIXTURES AND FIXTURE GROUPS TABLE P2903.8.1 MANIFOLD SIZINGa
664	TABLE P2903.6(1) CONVERSIONS FROM WATER SUPPLY FIXTURE UNIT TO GALLON PER MINUTE FLOW RATES
665	TABLE P2903.9.4 VALVES SECTION P2904 DWELLING UNIT FIRE SPRINKLER SYSTEMS
666	TABLE P2904.2.2 LOCATIONS WHERE INTERMEDIATE TEMPERATURE SPRINKLERS ARE REQUIRED
667	FIGURE P2904.2.4.2 MINIMUM ALLOWABLE DISTANCE BETWEEN SPRINKLER AND OBSTRUCTION
669	EQUATION 29-1
670	TABLE P2904.6.2(1) WATER SERVICE PRESSURE LOSS (PLsvc)a, b
671	TABLE P2904.6.2(2) MINIMUM WATER METER PRESSURE LOSS (PLm)a TABLE P2904.6.2(3) ELEVATION LOSS (PLe)
672	TABLE P2904.6.2(4) ALLOWABLE PIPE LENGTH FOR 3/4-INCH TYPE M COPPER WATER TUBING
673	TABLE P2904.6.2(5) ALLOWABLE PIPE LENGTH FOR 1-INCH TYPE M COPPER WATER TUBING
674	TABLE P2904.6.2(6) ALLOWABLE PIPE LENGTH FOR 3/4-INCH CPVC PIPE
675	TABLE P2904.6.2(7) ALLOWABLE PIPE LENGTH FOR 1-INCH CPVC PIPE
676	TABLE P2904.6.2(8) ALLOWABLE PIPE LENGTH FOR 3/4-INCH PEX AND PE-RT TUBING
677	TABLE P2904.6.2(9) ALLOWABLE PIPE LENGTH FOR 1-INCH PEX AND PE-RT TUBING
678	SECTION P2905 HEATED WATER DISTRIBUTION SYSTEMS SECTION P2906 MATERIALS, JOINTS AND CONNECTIONS
679	TABLE P2906.4 WATER SERVICE PIPE
680	TABLE P2906.5 WATER DISTRIBUTION PIPE TABLE P2906.6 PIPE FITTINGS
682	SECTION P2907 CHANGES IN DIRECTION SECTION P2908 SUPPORT SECTION P2909 DRINKING WATER TREATMENT UNITS SECTION P2910 NONPOTABLE WATER SYSTEMS
683	FIGURE P2910.3 PICTOGRAPH—DO NOT DRINK
684	TABLE P2910.9.6 SIZE OF DRAIN PIPES FOR WATER TANKS
685	SECTION P2911 ON-SITE NONPOTABLE WATER REUSE SYSTEMS
686	TABLE P2911.7.1 LOCATION OF NONPOTABLE WATER REUSE STORAGE TANKS
687	SECTION P2912 NONPOTABLE RAINWATER COLLECTION AND DISTRIBUTION SYSTEMS
688	TABLE P2912.10.1 LOCATION OF RAINWATER STORAGE TANKS
689	SECTION P2913 RECLAIMED WATER SYSTEMS
690	CHAPTER 30 SANITARY DRAINAGE SECTION P3001 GENERAL SECTION P3002 MATERIALS TABLE P3002.1(1) ABOVE-GROUND DRAINAGE AND VENT PIPE
691	TABLE P3002.1(2) UNDERGROUND BUILDING DRAINAGE AND VENT PIPE TABLE P3002.2 BUILDING SEWER PIPE
692	TABLE P3002.3 PIPE FITTINGS SECTION P3003 JOINTS AND CONNECTIONS
695	SECTION P3004 DETERMINING DRAINAGE FIXTURE UNITS TABLE P3004.1 DRAINAGE FIXTURE UNIT (d.f.u.) VALUES FOR VARIOUS PLUMBING FIXTURES SECTION P3005 DRAINAGE SYSTEM
696	TABLE P3005.1 FITTINGS FOR CHANGE IN DIRECTION
698	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 SECTION P3006 SIZING OF DRAIN PIPE OFFSETS SECTION P3007 SUMPS AND EJECTORS
699	TABLE 3007.6 MINIMUM CAPACITY OF SEWAGE PUMP OR SEWAGE EJECTOR SECTION P3008 BACKWATER VALVES SECTION P3009 GRAYWATER SOIL ABSORPTION SYSTEMS
700	EQUATION 30-1
701	TABLE P3009.9 LOCATION OF SUBSURFACE IRRIGATION SYSTEM TABLE P3009.10.1 DESIGN LOADING RATE TABLE P3009.11 DISTRIBUTION PIPE
702	SECTION P3010 REPLACEMENT OF UNDERGROUND BUILDING SEWERS AND BUILDING DRAINS BY PIPE BURSTING METHODS SECTION P3011 RELINING OF BUILDING SEWERS AND BUILDING DRAINS
704	CHAPTER 31 VENTS SECTION P3101 VENT SYSTEMS SECTION P3102 VENT STACKS AND STACK VENTS SECTION P3103 VENT TERMINALS
705	SECTION P3104 VENT CONNECTIONS AND GRADES SECTION P3105 FIXTURE VENTS TABLE P3105.1 MAXIMUM DISTANCE OF FIXTURE TRAP FROM VENT SECTION P3106 INDIVIDUAL VENT SECTION P3107 COMMON VENT
706	TABLE P3107.3 COMMON VENT SIZES SECTION P3108 WET VENTING TABLE P3108.3 WET VENT SIZE SECTION P3109 WASTE STACK VENT
707	TABLE P3109.4 WASTE STACK VENT SIZE SECTION P3110 CIRCUIT VENTING SECTION P3111 COMBINATION WASTE AND VENT SYSTEM TABLE P3111.3 SIZE OF COMBINATION WASTE AND VENT PIPE SECTION P3112 ISLAND FIXTURE VENTING
708	SECTION P3113 VENT PIPE SIZING TABLE P3113.4.1 SIZE AND LENGTH OF SUMP VENTS SECTION P3114 AIR ADMITTANCE VALVES
710	CHAPTER 32 TRAPS SECTION P3201 FIXTURE TRAPS
711	TABLE P3201.7 SIZE OF TRAPS FOR PLUMBING FIXTURES
712	CHAPTER 33 STORM DRAINAGE SECTION P3301 GENERAL SECTION P3302 SUBSOIL DRAINS SECTION P3303 SUMPS AND PUMPING SYSTEMS TABLE P3302.1 SUBSOIL DRAIN PIPE
714	PART VIII – ELECTRICAL CHAPTER 34 GENERAL REQUIREMENTS SECTION E3401 GENERAL
715	SECTION E3402 BUILDING STRUCTURE PROTECTION SECTION E3403 INSPECTION AND APPROVAL SECTION E3404 GENERAL EQUIPMENT REQUIREMENTS
716	TABLE E3404.4 (Table 110.28) ENCLOSURE SELECTION
717	SECTION E3405 EQUIPMENT LOCATION AND CLEARANCES
718	FIGURE E3405.1a, b, c, d, e WORKING SPACE AND CLEARANCES
719	SECTION E3406 ELECTRICAL CONDUCTORS AND CONNECTIONS TABLE E3406.9 (Chapter 9, Table 10) CONDUCTOR STRANDINGc
720	SECTION E3407 CONDUCTOR AND TERMINAL IDENTIFICATION
722	CHAPTER 35 ELECTRICAL DEFINITIONS SECTION E3501 GENERAL
728	CHAPTER 36 SERVICES SECTION E3601 GENERAL SERVICES
729	SECTION E3602 SERVICE SIZE AND RATING TABLE E3602.2 [220.82(B) & (C)] MINIMUM SERVICE LOAD CALCULATION SECTION E3603 SERVICE, FEEDER AND GROUNDING ELECTRODE CONDUCTOR SIZING
730	TABLE E3603.1.1 (Table 310.12) SINGLE-PHASE DWELLING SERVICES AND FEEDERS TABLE E3603.4 GROUNDING ELECTRODE CONDUCTOR SIZEa, b, c, d, e, f
731	SECTION E3604 OVERHEAD SERVICE AND SERVICE-ENTRANCE CONDUCTOR INSTALLATION FIGURE E3604.1 CLEARANCES FROM BUILDING OPENINGS
732	FIGURE E3604.2.1 CLEARANCES FROM ROOFS
733	SECTION E3605 SERVICE-ENTRANCE CONDUCTORS
734	SECTION E3606 SERVICE EQUIPMENT—GENERAL SECTION E3607 SYSTEM GROUNDING
735	SECTION E3608 GROUNDING ELECTRODE SYSTEM
736	SECTION E3609 BONDING
737	SECTION E3610 GROUNDING ELECTRODE CONDUCTORS
738	SECTION E3611 GROUNDING ELECTRODE CONDUCTOR CONNECTION TO THE GROUNDING ELECTRODES
740	CHAPTER 37 BRANCH CIRCUIT AND FEEDER REQUIREMENTS SECTION E3701 GENERAL SECTION E3702 BRANCH CIRCUIT RATINGS
742	TABLE E3702.14 (Table 210.24) BRANCH-CIRCUIT REQUIREMENTS—SUMMARYa, b SECTION E3703 REQUIRED BRANCH CIRCUITS SECTION E3704 FEEDER REQUIREMENTS
743	TABLE E3704.2(1) [220.14(J), Table 220.42, 220.50, 220.51, 220.52, 220.53, 220.54, 220.55, and 220.60] FEEDER LOAD CALCULATION TABLE E3704.2(2) (220.55 and Table 220.55) DEMAND LOADS FOR ELECTRIC RANGES, WALL-MOUNTED OVENS, COUNTER-MOUNTEDCOOKING UNITS AND OTHER COOKING APPLIANCES OVER 13/4 kVA RATINGa, b
744	SECTION E3705 CONDUCTOR SIZING AND OVERCURRENT PROTECTION TABLE E3705.1 ALLOWABLE AMPACITIES
745	TABLE E3705.2 [310.15(B)(1)] AMBIENT TEMPERATURE CORRECTION FACTORS TABLE E3705.3 [310.15(C)(1)] CONDUCTOR PROXIMITY ADJUSTMENT FACTORS
746	TABLE E3705.5.3 [240.4(D)] OVERCURRENT-PROTECTION RATING
747	TABLE E3705.6 (Table 240.6) STANDARD AMPERE RATING FOR FUSES AND INVERSE TIME CIRCUIT BREAKERS SECTION E3706 PANELBOARDS
748	CHAPTER 38 WIRING METHODS SECTION E3801 GENERAL REQUIREMENTS TABLE E3801.2 ALLOWABLE WIRING METHODS SECTION E3802 ABOVE-GROUND INSTALLATION REQUIREMENTS
749	TABLE E3801.4 (Chapter 3 and 300.2) ALLOWABLE APPLICATIONS FOR WIRING METHODSa, b, c, d, e, f, g, h, i, j, k
750	TABLE E3802.1 (Chapter 3) GENERAL INSTALLATION AND SUPPORT REQUIREMENTS FOR WIRING METHODSa, b, c, d, e, f, g, h, i, j, k
751	SECTION E3803 UNDERGROUND INSTALLATION REQUIREMENTS TABLE E3803.1 (Table 300.5) MINIMUM COVER REQUIREMENTS, BURIAL IN INCHESa, b, c, d, e
754	CHAPTER 39 POWER AND LIGHTING DISTRIBUTION SECTION E3901 RECEPTACLE OUTLETS FIGURE E3901.2 GENERAL USE RECEPTACLE DISTRIBUTION
755	FIGURE E3901.4 COUNTERTOP RECEPTACLES
756	FIGURE E3901.4.1 DETERMINATION OF AREA BEHIND SINK OR RANGE
757	SECTION E3902 GROUND-FAULT AND ARC-FAULT CIRCUIT-INTERRUPTER PROTECTION
759	SECTION E3903 LIGHTING OUTLETS SECTION E3904 GENERAL INSTALLATION REQUIREMENTS
760	TABLE E3904.6(1) (Annex C, Table C.1) MAXIMUM NUMBER OF CONDUCTORS IN ELECTRICAL METALLIC TUBING (EMT)a
761	TABLE E3904.6(2) (Annex C, Table C.2) MAXIMUM NUMBER OF CONDUCTORS IN ELECTRICAL NONMETALLIC TUBING (ENT)a
762	TABLE E3904.6(3) (Annex C, Table C.3) MAXIMUM NUMBER OF CONDUCTORS IN FLEXIBLE METALLIC CONDUIT (FMC)a
763	TABLE E3904.6(4) (Annex C, Table C.4) MAXIMUM NUMBER OF CONDUCTORS IN INTERMEDIATE METALLIC CONDUIT (IMC)a
764	TABLE E3904.6(5) (Annex C, Table C.5) MAXIMUM NUMBER OF CONDUCTORS IN LIQUID-TIGHT FLEXIBLE NONMETALLIC CONDUIT (FNMC-B)a
765	TABLE E3904.6(6) (Annex C, Table C.6) MAXIMUM NUMBER OF CONDUCTORS IN LIQUID-TIGHT FLEXIBLE NONMETALLIC CONDUIT (FNMC-A)a
766	TABLE E3904.6(7) (Annex C, Table C.7) MAXIMUM NUMBER OF CONDUCTORS IN LIQUID-TIGHT FLEXIBLE METAL CONDUIT (LFMC)a
767	TABLE E3904.6(8) (Annex C, Table C.8) MAXIMUM NUMBER OF CONDUCTORS IN RIGID METAL CONDUIT (RMC)a
768	TABLE E3904.6(9) (Annex C, Table C.9) MAXIMUM NUMBER OF CONDUCTORS IN RIGID PVC CONDUIT, SCHEDULE 80 (PVC-80)a
769	TABLE E3904.6(10) (Annex C, Table C.10) MAXIMUM NUMBER OF CONDUCTORS IN RIGID PVC CONDUIT SCHEDULE 40 (PVC-40)a
770	SECTION E3905 BOXES, CONDUIT BODIES AND FITTINGS
772	TABLE E3905.12.1 [Table 314.16(A)] MAXIMUM NUMBER OF CONDUCTORS IN METAL BOXESa
773	TABLE E3905.12.2.1 [Table 314.16(B)] VOLUME ALLOWANCE REQUIRED PER CONDUCTOR SECTION E3906 INSTALLATION OF BOXES,CONDUIT BODIES AND FITTINGS
775	SECTION E3907 CABINETS AND PANELBOARDS
777	TABLE E3907.8 (Chapter 9, Table 1) PERCENT OF CROSS SECTION OF CONDUIT AND TUBING FOR CONDUCTORS TABLE E3907.9.1(1) [Table 312.6(B)] MINIMUM WIRE-BENDING SPACE AT TERMINALS (see Note 1)
778	TABLE E3907.9.1(2) [Table 312.6(A)] MINIMUM WIRE-BENDING SPACE AT TERMINALS AND MINIMUM WIDTH OF WIRING GUTTERS (see Note 1) SECTION E3908 GROUNDING AND BONDING
780	TABLE E3908.13 (Table 250.122) EQUIPMENT GROUNDING CONDUCTOR SIZING
782	SECTION E3909 FLEXIBLE CORDS AND FLEXIBLE CABLES TABLE E3909.2 [Table 400.5(A)(1)] MAXIMUM AMPERE LOAD FOR FLEXIBLE CORDS
784	CHAPTER 40 DEVICES AND LUMINAIRES SECTION E4001 SWITCHES
786	SECTION E4002 RECEPTACLES TABLE E4002.1.2 [Table 210.21(B)(3)] RECEPTACLE RATINGS FOR VARIOUS SIZE MULTIOUTLET CIRCUITS
787	SECTION E4003 LUMINAIRES
788	FIGURE E4003.12 CLOSET STORAGE SPACE
789	SECTION E4004 LUMINAIRE INSTALLATION SECTION E4005 TRACK LIGHTING
792	CHAPTER 41 APPLIANCE INSTALLATION SECTION E4101 GENERAL TABLE E4101.3 FLEXIBLE CORD LENGTH
793	TABLE E4101.5[422.31(A), (B), and (C); 422.33; 422.34; 422.35; 424.19; 424.20; and 440.14]DISCONNECTING MEANS
794	TABLE E4101.5—continued [422.31(A), (B), and (C); 422.33; 422.34; 422.35; 424.19; 424.20; and 440.14]DISCONNECTING MEANS
796	CHAPTER 42 SWIMMING POOLS SECTION E4201 GENERAL
797	SECTION E4202 WIRING METHODS FOR POOLS, SPAS, HOT TUBS AND HYDROMASSAGE BATHTUBS TABLE E4202.1a PERMITTED WIRING METHODS IN CORROSIVE ENVIRONMENTS
798	SECTION E4203 EQUIPMENT LOCATION AND CLEARANCES
800	TABLE E4203.7 [Table 680.8(A)] OVERHEAD CONDUCTOR CLEARANCES SECTION E4204 EQUIPOTENTIAL BONDING
803	SECTION E4205 BONDING AND GROUNDING
804	SECTION E4206 EQUIPMENT INSTALLATION
806	SECTION E4207 STORABLE SWIMMING POOLS,STORABLE SPAS AND STORABLE HOT TUBS
807	SECTION E4208 SPAS AND HOT TUBS SECTION E4209 HYDROMASSAGE BATHTUBS
810	CHAPTER 43 CLASS 2 REMOTE-CONTROL,SIGNALING AND POWER-LIMITED CIRCUITS SECTION E4301 GENERAL SECTION E4302 POWER SOURCES SECTION E4303 WIRING METHODS TABLE E4303.2 CABLE USES AND PERMITTED SUBSTITUTIONS [Figure 725.154(A)]
811	TABLE E4303.2.5 [TABLE 725.179(J)] CABLE MARKING SECTION E4304 INSTALLATION REQUIREMENTS
814	PART IX – REFERENCED STANDARDS CHAPTER 44 REFERENCED STANDARDS AAMA ACCA
815	ACI AMCA ANSI
817	APA
818	ASCE/SEI ASHRAE ASME
820	ASSE
822	ASTM
836	AWC AWPA
837	AWS AWWA CEN CISPI
838	CPA CPSC CSA
841	CSSB DASMA DHA DOC DOTn
842	FEMA FM GA IAPMO ICC
843	ISO MSS
844	NAIMA NFPA NGWA NSF
845	PCA SBCA
846	SMACNA TMS TPI UL
849	ULC WDMA WMA
850	APPENDIX AA SIZING AND CAPACITIES OF GAS PIPING SECTION AA101 GENERAL PIPING CONSIDERATIONS SECTION AA102 DESCRIPTION OF TABLES
851	TABLE AA102.2 EQUIVALENT LENGTHS OF PIPE FITTINGS AND VALVES
852	TABLE AA102.2—continued EQUIVALENT LENGTHS OF PIPE FITTINGS AND VALVES
853	TABLE AA102.4 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 SECTION AA103 USE OF CAPACITY TABLES
855	TABLE AA103.4 THOUSANDS OF BTU/H (MBH) OF NATURAL GAS PER 100 FEET OF PIPE AT VARIOUS PRESSURE DROPS AND PIPE DIAMETERS SECTION AA104 USE OF SIZING EQUATIONS
856	SECTION AA105 PIPE AND TUBE DIAMETERS SECTION AA106 EXAMPLES OF PIPING SYSTEM DESIGN AND SIZING TABLE AA105.1 SCHEDULE 40 STEEL PIPE STANDARD SIZES
857	TABLE AA105.2 COPPER TUBE STANDARD SIZES FIGURE AA106.1 PIPING PLAN SHOWING A STEEL PIPING SYSTEM FIGURE AA106.2 PIPING PLAN SHOWING A CSST SYSTEM
858	FIGURE AA106.3 PIPING PLAN SHOWING A COPPER TUBING SYSTEM
859	FIGURE AA106.4 PIPING PLAN SHOWING A MODIFICATION TO EXISTING PIPING SYSTEM
862	APPENDIX AB SIZING OF VENTING SYSTEMS SERVING APPLIANCES EQUIPPED WITH DRAFT HOODS, CATEGORY I APPLIANCES AND APPLIANCES LISTED FOR USE WITH TYPE B VENTS SECTION AB101 EXAMPLES USING SINGLE-APPLIANCE VENTING TABLES FIGURE AB101.1 EXAMPLE 1: SINGLE DRAFT HOOD-EQUIPPED APPLIANCE
863	FIGURE AB101.2 EXAMPLE 2: SINGLE FAN-ASSISTED APPLIANCE FIGURE AB101.4(1) TYPE B DOUBLE-WALL VENT SYSTEM SERVING A SINGLE APPLIANCE WITH A TYPE B DOUBLE-WALL VENT
864	FIGURE AB101.4(2) TYPE B DOUBLE-WALL VENT SYSTEM SERVING A SINGLE APPLIANCE WITH A SINGLE-WALL METAL VENT CONNECTOR FIGURE AB101.4(3) VENT SYSTEM SERVING A SINGLE APPLIANCE WITH A MASONRY CHIMNEY OF FIGURE AB101.4(4) VENT SYSTEM SERVING A SINGLE APPLIANCE USING A MASONRY CHIMNEY AND A SINGLE-WALL METAL VENT CONNECTOR FIGURE AB101.4(5) ASBESTOS CEMENT TYPE B OR SINGLE-WALL METAL VENT SYSTEM SERVING A SINGLE DRAFT HOOD-EQUIPPED APPLIANCE
865	SECTION AB102 EXAMPLES USING COMMON VENTING TABLES FIGURE AB102.1 EXAMPLE 4: COMMON VENTING TWO DRAFT HOOD-EQUIPPED APPLIANCES
866	FIGURE AB102.2 EXAMPLE 5a: COMMON VENTING A DRAFT HOOD WITH A FAN-ASSISTED FURNACE INTO A TYPE B DOUBLE-WALL COMMON VENT
867	TABLE AB102.3 MASONRY CHIMNEY LINER DIMENSIONS WITH CIRCULAR EQUIVALENTSa
868	FIGURE AB102.5(1) VENT SYSTEM SERVING TWO OR MORE APPLIANCES WITH TYPE B DOUBLE-WALL VENT AND TYPE B DOUBLE-WALL VENT CONNECTOR FIGURE AB102.5(2) VENT SYSTEM SERVING TWO OR MORE APPLIANCES WITH TYPE B DOUBLE-WALL VENT AND SINGLE-WALL METAL VENT CONNECTORS
869	FIGURE AB102.5(3) MASONRY CHIMNEY SERVING TWO OR MORE APPLIANCES WITH FIGURE AB102.5(4) MASONRY CHIMNEY SERVING TWO OR MORE APPLIANCES WITH SINGLE-WALL METAL VENT CONNECTORS FIGURE AB102.5(5) ASBESTOS CEMENT TYPE B OR SINGLE-WALL METAL VENT SYSTEM SERVING TWO OR MORE DRAFT HOOD-EQUIPPED APPLIANCES FIGURE AB102.5(6) USE OF MANIFOLD COMMON VENT CONNECTOR
870	FIGURE AB102.5(7) USE OF OFFSET COMMON VENTS WITH SINGLE-WALL METAL VENT CONNECTORS FIGURE AB102.5(8) MULTISTORY GAS VENT DESIGN PROCEDURE FOR EACH SEGMENT OF SYSTEM FIGURE AB102.5(9) MULTISTORY VENT SYSTEMS
871	FIGURE AB102.5(10) 99% WINTER DESIGN TEMPERATURES FOR THE CONTIGUOUS UNITED STATES
872	APPENDIX AC EXIT TERMINALS OF MECHANICAL DRAFT AND DIRECT-VENT VENTING SYSTEMS SECTION AC101 GENERAL FIGURE AC101.1 EXIT TERMINALS OF MECHANICAL DRAFT AND DIRECT-VENT VENTING SYSTEMS
874	APPENDIX AD RECOMMENDED PROCEDURE FOR SAFETY INSPECTION OF AN EXISTING APPLIANCE INSTALLA SECTION AD101 GENERAL SECTION AD102 OCCUPANT AND INSPECTOR SAFETY
875	SECTION AD103 GAS PIPING AND CONNECTIONS INSPECTIONS SECTION AD104 INSPECTIONS TO BE PERFORMED WITH THE APPLIANCE NOT OPERATING
876	SECTION AD105 INSPECTIONS TO BE PERFORMED WITH THE APPLIANCE OPERATING
877	SECTION AD106 APPLIANCE-SPECIFIC INSPECTIONS
879	TABLE AD106 CO THRESHOLDS
880	APPENDIX AE MANUFACTURED HOUSING USED AS DWELLINGS SECTION AE101 SCOPE SECTION AE102 APPLICATION TO EXISTING MANUFACTURED HOMES AND BUILDING SERVICE EQUIPMENT
881	SECTION AE103 DEFINITIONS SECTION AE104 PERMITS
882	SECTION AE105 APPLICATION FOR PERMIT SECTION AE106 PERMITS ISSUANCE
883	SECTION AE107 FEES SECTION AE108 INSPECTIONS
884	SECTION AE109 SPECIAL INSPECTIONS SECTION AE110 UTILITY SERVICE
885	SECTION AE111 OCCUPANCY CLASSIFICATION SECTION AE112 LOCATION ON PROPERTY SECTION AE113 DESIGN SECTION AE114 FOUNDATION SYSTEMS SECTION AE115 SKIRTING AND PERIMETER ENCLOSURES
886	SECTION AE116 STRUCTURAL ADDITIONS SECTION AE117 BUILDING SERVICE EQUIPMENT SECTION AE118 EXITS SECTION AE119 OCCUPANCY, FIRE SAFETY AND ENERGY CONSERVATION STANDARDS SECTION AE120 SPECIAL REQUIREMENTS FOR FOUNDATION SYSTEMS SECTION AE121 FOOTINGS AND FOUNDATIONS SECTION AE122 PIER CONSTRUCTION
887	SECTION AE123 HEIGHT OF PIERS SECTION AE124 ANCHORAGE INSTALLATIONS SECTION AE125 TIES, MATERIALS AND INSTALLATION
888	SECTION AE126 REFERENCED STANDARDS TABLE AE126.1 REFERENCED STANDARDS
890	APPENDIX AF RADON CONTROL METHODS SECTION AF101 SCOPE SECTION AF102 DEFINITIONS SECTION AF103 REQUIREMENTS
891	FIGURE AF101.1 EPA MAP OF RADON ZONES
892	TABLE AF101.1 HIGH RADON-POTENTIAL (ZONE 1) COUNTIESa
893	TABLE AF101.1—continued HIGH RADON-POTENTIAL (ZONE 1) COUNTIESa
894	TABLE AF101.1—continued HIGH RADON-POTENTIAL (ZONE 1) COUNTIESa
895	TABLE AF101.1—continued HIGH RADON-POTENTIAL (ZONE 1) COUNTIESa
896	TABLE AF101.1—continued HIGH RADON-POTENTIAL (ZONE 1) COUNTIESa
897	FIGURE AF103.1 RADON-RESISTANT CONSTRUCTION DETAILS FOR FOUR FOUNDATION TYPES
899	SECTION AF104 TESTING
900	APPENDIX AG PIPING STANDARDS FOR VARIOUS APPLICATIONS SECTION AG101 PLASTIC PIPING STANDARDS SECTION AG102 REFERENCED STANDARDS
901	TABLE AG101.1 PLASTIC PIPING STANDARDS FOR VARIOUS APPLICATIONSa, b
902	TABLE AG101.1—continued PLASTIC PIPING STANDARDS FOR VARIOUS APPLICATIONSa, b
904	TABLE AG102.1 REFERENCED STANDARDS
905	TABLE AG102.1—continued REFERENCED STANDARDS
906	APPENDIX AH PATIO COVERS SECTION AH101 GENERAL SECTION AH102 DEFINITION SECTION AH103 EXTERIOR WALLS AND OPENINGS SECTION AH104 HEIGHT SECTION AH105 STRUCTURAL PROVISIONS SECTION AH106 SPECIAL PROVISIONS FOR ALUMINUM SCREEN ENCLOSURES IN HURRICANE-PRONE REGIONS
907	TABLE AH106.4.1(1) DESIGN WIND PRESSURES FOR SCREEN ENCLOSURE FRAMINGa, b, e, f, g, h TABLE AH106.4.1(2) ADJUSTMENT FACTOR FOR BUILDING HEIGHT AND EXPOSURE
908	FIGURE AH106.4.1 ULTIMATE DESIGN WIND SPEEDS FOR PATIO COVERS AND SCREEN ENCLOSURES
910	APPENDIX AI PRIVATE SEWAGE DISPOSAL SECTION AI101 GENERAL
912	APPENDIX AJ EXISTING BUILDINGS AND STRUCTURES SECTION AJ101 PURPOSE AND INTENT SECTION AJ102 COMPLIANCE
913	SECTION AJ103 PRELIMINARY MEETING SECTION AJ104 EVALUATION OF AN EXISTING BUILDING SECTION AJ105 PERMIT SECTION AJ106 DEFINITIONS
914	SECTION AJ107 REPAIRS SECTION AJ108 RENOVATIONS
915	SECTION AJ109 ALTERATIONS SECTION AJ110 RECONSTRUCTION
916	SECTION AJ111 REFERENCED STANDARDS TABLE AJ111.1 REFERENCED STANDARDS
918	APPENDIX AK SOUND TRANSMISSION SECTION AK101 GENERAL SECTION AK102 AIRBORNE SOUND SECTION AK103 STRUCTURAL-BORNE SOUND SECTION AK104 REFERENCED STANDARDS TABLE AK104.1 REFERENCED STANDARDS
920	APPENDIX AL PERMIT FEES SECTION AL101 GENERAL TABLE AL101.1 PERMIT FEE SCHEDULE
922	APPENDIX AM HOME DAY CARE—R-3 OCCUPANCY SECTION AM101 GENERAL SECTION AM102 DEFINITION SECTION AM103 MEANS OF EGRESS
923	SECTION AM104 SMOKE DETECTION
924	APPENDIX AN VENTING METHODS SECTION AN101 VENTING METHODS FIGURE AN101.1(1) TYPICAL SINGLE-BATH WET-VENT ARRANGEMENTS
925	FIGURE AN101.1(2) TYPICAL DOUBLE-BATH WET-VENT ARRANGEMENTS
926	FIGURE AN101.1(3) TYPICAL HORIZONTAL WET VENTING
927	FIGURE AN101.1(4) TYPICAL METHODS OF WET VENTING
928	FIGURE AN101.1(5) SINGLE-STACK SYSTEM FOR A TWO-STORY DWELLING
929	FIGURE AN101.1(6) WASTE STACK VENTING FIGURE AN101.1(7) CIRCUIT VENT WITH ADDITIONAL NONCIRCUIT-VENTED BRANCH
930	APPENDIX AO AUTOMATIC VEHICULAR GATES SECTION AO101 GENERAL SECTION AO102 DEFINITION SECTION AO103 AUTOMATIC VEHICULAR GATES SECTION AO104 REFERENCED STANDARDS TABLE AO104.1 REFERENCED STANDARDS
932	APPENDIX AP SIZING OF WATER PIPING SYSTEM SECTION AP101 GENERAL SECTION AP102 INFORMATION REQUIRED SECTION AP103 SELECTION OF PIPE SIZE
934	FIGURE AP103.3(1) EXAMPLE—SIZING
935	TABLE AP103.3(1) RECOMMENDED TABULAR ARRANGEMENT FOR USE IN SOLVING PIPE SIZING PROBLEMS
936	TABLE AP103.3(2) LOAD VALUES ASSIGNED TO FIXTURESa
937	FIGURE AP103.3(2) FRICTION LOSS IN SMOOTH PIPEa (TYPE K, ASTM B88 COPPER TUBING)
938	TABLE AP103.3(3) TABLE FOR ESTIMATING DEMAND
939	TABLE AP103.3(3)—continued TABLE FOR ESTIMATING DEMAND
940	FIGURE AP103.3(3) FRICTION LOSS IN SMOOTH PIPEa (TYPE L, ASTM B88 COPPER TUBING)
941	TABLE AP103.3(4) LOSS OF PRESSURE THROUGH TAPS AND TEES IN POUNDS PER SQUARE INCH (psi)
942	FIGURE AP103.3(4) FRICTION LOSS IN SMOOTH PIPEa (TYPE M, ASTM B88 COPPER TUBING)
943	TABLE AP103.3(5) ALLOWANCE IN EQUIVALENT LENGTHS OF PIPE FOR FRICTION LOSS IN VALVES AND THREADED FITTINGS (feet)
944	FIGURE AP103.3(5) FRICTION LOSS IN FAIRLY SMOOTH PIPEa
945	TABLE AP103.3(6) PRESSURE LOSS IN FITTINGS AND VALVES EXPRESSED AS EQUIVALENT LENGTH OF TUBEa (feet)
946	FIGURE AP103.3(6) FRICTION LOSS IN FAIRLY ROUGH PIPEa
947	FIGURE AP103.3(7) FRICTION LOSS IN ROUGH PIPEa
949	TABLE AP103.3.1(1) SUMMATION OF DEVELOPED PIPING LENGTHS
950	TABLE AP103.3.1(2) FITTING PRESSURE LOSSES EXPRESSED IN EQUIVALENT LENGTHS (formerly Table AP.1) TABLE AP103.3.1(3) TOTAL FRICTION LOSS EQUIVALENT PIPING LENGTH (formerly Table AP.2) SECTION AP201 SELECTION OF PIPE SIZE
952	TABLE AP201.1 MINIMUM SIZE OF WATER METERS, MAINS AND DISTRIBUTION PIPING BASED ON WATER SUPPLY FIXTURE UNIT VALUES(w.s.f.u.)
953	TABLE AP201.1—continued MINIMUM SIZE OF WATER METERS, MAINS AND DISTRIBUTION PIPING BASED ON WATER SUPPLY FIXTURE UNIT VALUES(w.s.f.u.)
954	APPENDIX AQ TINY HOUSES SECTION AQ101 GENERAL SECTION AQ102 DEFINITIONS SECTION AQ103 CEILING HEIGHT SECTION AQ104 LOFTS
955	FIGURE AQ104.1.3 HEIGHT EFFECT ON LOFT AREA SECTION AQ105 EMERGENCY ESCAPE AND RESCUE OPENINGS SECTION AQ106 ENERGY CONSERVATION
958	APPENDIX AR LIGHT STRAW-CLAY CONSTRUCTION SECTION AR101 GENERAL SECTION AR102 DEFINITIONS SECTION AR103 NONBEARING LIGHT STRAW-CLAY CONSTRUCTION
959	TABLE AR103.2.3 REQUIREMENTS AND PROPERTIES OF LIGHT STRAW-CLAY MIXTURESa FIGURE AR103.2.4(1) LIGHT STRAW-CLAY WALL WITH LARSEN TRUSSES FIGURE AR103.2.4(2) LIGHT STRAW-CLAY WALL SINGLE STUD WIDTH
960	FIGURE AR103.2.4(3) LIGHT STRAW-CLAY WALL WITH BLIND STUDS
961	SECTION AR104 THERMAL PERFORMANCE SECTION AR105 REFERENCED STANDARDS TABLE AR105.1 REFERENCED STANDARDS
962	APPENDIX AS STRAWBALE CONSTRUCTION SECTION AS101 GENERAL SECTION AS102 DEFINITIONS
963	FIGURE AS101.2 TYPICAL STRAWBALE WALL SYSTEMS FIGURE AS102.1 BALE ORIENTATIONS
964	SECTION AS103 BALES FIGURE AS103.2 APPROXIMATE DIMENSIONS OF COMMON STRAW BALES SECTION AS104 FINISHES
966	SECTION AS105 STRAWBALE WALLS—GENERAL
967	FIGURE AS105.1(1) TYPICAL BASE OF PLASTERED STRAWBALE WALL ON CONCRETE SLAB AND FOOTING
968	FIGURE AS105.1(2) TYPICAL BASE OF PLASTERED STRAWBALE WALL OVER RAISED FLOOR
969	FIGURE AS105.1(3) TYPICAL TOP OF LOAD-BEARING STRAWBALE WALL
970	FIGURE AS105.1(4) TYPICAL TOP OF POST-AND-BEAM WALL WITH PLASTERED STRAWBALE INFILL
971	TABLE AS105.4 OUT-OF-PLANE RESISTANCE METHODS AND UNRESTRAINED WALL DIMENSION LIMITS
972	SECTION AS106 STRAWBALE WALLS—STRUCTURAL
973	TABLE AS106.6.1 MINIMUM COMPRESSIVE STRENGTH FOR PLASTERS ON STRUCTURAL WALLS
974	EQUATION AS-1 TABLE AS106.12 ALLOWABLE SUPERIMPOSED VERTICAL LOADS (LBS/FOOT) FOR PLASTERED LOAD-BEARING STRAWBALE WALLS
975	TABLE AS106.13(1) PLASTERED STRAWBALE BRACED WALL PANEL TYPES SECTION AS107 FIRE RESISTANCE
976	TABLE AS106.13(2) BRACING REQUIREMENTS FOR STRAWBALE BRACED WALL PANELS BASED ON WIND SPEED
977	TABLE AS106.13(3) BRACING REQUIREMENTS FOR STRAWBALE BRACED WALL PANELS BASED ON SEISMIC DESIGN CATEGORY
978	SECTION AS108 THERMAL INSULATION SECTION AS109 REFERENCED STANDARDS TABLE AS109.1 REFERENCED STANDARDS
980	APPENDIX AT [RE] SOLAR-READY PROVISIONS—DETACHED ONE- AND TWO-FAMILY DWELLINGS AND TOWNHOUSES SECTION AT101 (RB101) SCOPE SECTION AT102 (RB102) GENERAL DEFINITION SECTION AT103 (RB103) SOLAR-READY ZONE
982	APPENDIX AU COB CONSTRUCTION (MONOLITHIC ADOBE) SECTION AU101 GENERAL FIGURE AU101.4 TYPICAL COB WALL
983	SECTION AU102 DEFINITIONS SECTION AU103 MATERIALS, MIXING AND INSTALLATION
984	SECTION AU104 FINISHES
985	SECTION AU105 COB WALLS—GENERAL
986	TABLE AU105.3 OUT-OF-PLANE RESISTANCE METHODS AND UNRESTRAINED WALL HEIGHT LIMITS
987	SECTION AU106 COB WALLS—STRUCTURAL EQUATION AU-1
988	EQUATION AU-2 EQUATION AU-3
989	FIGURE AU106.9.5 CONNECTION OF ROOF FRAMING TO BOND BEAMS
990	EQUATION AU-4 FIGURE AU106.9.6 CONNECTIONS AT GABLE AND SHED ROOF END WALLS
991	TABLE AU106.10 LINTELS AND BOND BEAMS SPANNING OPENINGS
992	TABLE AU106.11(1) COB BRACED WALL PANEL TYPES
993	TABLE AU106.11(2) BRACING REQUIREMENTS FOR COB BRACED WALL PANELS BASED ON WIND SPEED TABLE AU106.11(3) BRACING REQUIREMENTS FOR COB BRACED WALL PANELS BASED ON SEISMIC DESIGN CATEGORY A
994	TABLE AU106.11(4) BRACING REQUIREMENTS FOR COB BRACED WALL PANELS BASED ON SEISMIC DESIGN CATEGORY B
995	TABLE AU106.11(5) BRACING REQUIREMENTS FOR COB BRACED WALL PANELS BASED ON SEISMIC DESIGN CATEGORY C
996	FIGURE AU106.11.3 CURVED BRACED WALL PANEL TABLE AU106.12 ANCHORAGE OF BOND BEAMS FOR WIND UPLIFT
997	SECTION AU107 COB FLOORS SECTION AU108 FIRE RESISTANCE SECTION AU109 THERMAL PERFORMANCE SECTION AU110 REFERENCED STANDARDS TABLE AU110.1 REFERENCED STANDARDS
998	APPENDIX AV BOARD OF APPEALS SECTION AV101 GENERAL
1000	APPENDIX AW 3D-PRINTED BUILDING CONSTRUCTION SECTION AW101 GENERAL SECTION AW102 DEFINITIONS SECTION AW103 BUILDING DESIGN SECTION AW104 BUILDING CONSTRUCTION SECTION AW105 SPECIAL INSPECTIONS
1001	SECTION AW106 REFERENCED STANDARDS TABLE AW106.1 REFERENCED STANDARDS
1002	APPENDIX AX (RC) ZERO ENERGY RESIDENTIAL BUILDING PROVISIONS SECTION AX 101 (RC101) COMPLIANCE SECTION AX 102 (RC102) ZERO ENERGY RESIDENTIAL BUILDINGS EQUATION AX-1 TABLE AX102.2 (RC102.2) MAXIMUM ENERGY RATING INDEXa
1004	INDEX
1020	ICC TRAINING
1021	ICC DIGITAL CODES PREMIUM

SC PlumbingCode 2021 1stptg

Sun, 20 Oct 2024 06:23:18 +0000

This is a fully integrated code based on the 2021 IPC. Effective date January 1, 2023

PDF Catalog

PDF Pages	PDF Title
1	2021 SOUTH CAROLINA PLUMBING CODE
2	2021 SOUTH CAROLINA PLUMBING CODE® TITLE PAGE
3	COPYRIGHT
4	PREFACE
9	EFFECTIVE USE OF THE INTERNATIONAL PLUMBING CODE
10	ARRANGEMENT AND FORMAT OF THE 2021 IPC
14	TABLE OF CONTENTS
18	CHAPTER 1 SCOPE AND ADMINISTRATION PART 1—SCOPE AND APPLICATION SECTION 101 SCOPE AND GENERAL REQUIREMENTS SECTION 102 APPLICABILITY
19	PART 2—ADMINISTRATION AND ENFORCEMENT SECTION 103 CODE COMPLIANCE AGENCY SECTION 104 DUTIES AND POWERS OF THE CODE OFFICIAL
20	SECTION 105 APPROVAL SECTION 106 PERMITS
22	SECTION 107 CONSTRUCTION DOCUMENTS SECTION 108 NOTICE OF APPROVAL SECTION 109 FEES SECTION 110 SERVICE UTILITIES
23	SECTION 111 TEMPORARY EQUIPMENT, SYSTEMS AND USES SECTION 112 INSPECTIONS AND TESTING
24	SECTION 113 MEANS OF APPEALS SECTION 114 BOARD OF APPEALS SECTION 115 VIOLATIONS
25	SECTION 116 STOP WORK ORDER
26	CHAPTER 2 DEFINITIONS SECTION 201 GENERAL SECTION 202 GENERAL DEFINITIONS
34	CHAPTER 3 GENERAL REGULATIONS SECTION 301 GENERAL SECTION 302 EXCLUSION OF MATERIALS DETRIMENTAL TO THE SEWER SYSTEM SECTION 303 MATERIALS
35	SECTION 304 RODENTPROOFING SECTION 305 PROTECTION OF PIPES AND PLUMBING SYSTEM COMPONENTS SECTION 306 TRENCHING, EXCAVATION AND BACKFILL
36	SECTION 307 STRUCTURAL SAFETY SECTION 308 PIPING SUPPORT
37	TABLE 308.5 HANGER SPACING SECTION 309 FLOOD HAZARD RESISTANCE
38	SECTION 310 WASHROOM AND TOILET ROOM REQUIREMENTS SECTION 311 TOILET FACILITIES FOR WORKERS SECTION 312 TESTS AND INSPECTIONS
39	SECTION 313 EQUIPMENT EFFICIENCIES SECTION 314 CONDENSATE DISPOSAL [M] TABLE 314.2.2 CONDENSATE DRAIN SIZING
40	SECTION 315 PENETRATIONS SECTION 316 ALTERNATIVE ENGINEERED DESIGN
42	CHAPTER 4 FIXTURES, FAUCETS AND FIXTURE FITTINGS SECTION 401 GENERAL SECTION 402 FIXTURE MATERIALS SECTION 403 MINIMUM PLUMBING FACILITIES TABLE 403.1 MINIMUM NUMBER OF REQUIRED PLUMBING FIXTURES a (See Sections 403.1.1 and 403.2)
43	TABLE 403.1—continued MINIMUM NUMBER OF REQUIRED PLUMBING FIXTURESa (See Sections 403.1.1 and 403.2)
44	TABLE 403.1—continued MINIMUM NUMBER OF REQUIRED PLUMBING FIXTURESa (See Sections 403.1.1 and 403.2)
45	TABLE 403.1—continued MINIMUM NUMBER OF REQUIRED PLUMBING FIXTURESa (See Sections 403.1.1 and 403.2)
47	SECTION 404 ACCESSIBLE PLUMBING FACILITIES SECTION 405 INSTALLATION OF FIXTURES
48	SECTION 406 AUTOMATIC CLOTHES WASHERS SECTION 407 BATHTUBS SECTION 408 BIDETS
49	SECTION 409 DISHWASHING MACHINES SECTION 410 DRINKING FOUNTAINS SECTION 411 EMERGENCY SHOWERSAND EYEWASH STATIONS
50	SECTION 412 FAUCETS AND FIXTURE FITTINGS
51	SECTION 413 FLOOR AND TRENCH DRAINS SECTION 414 FLOOR SINKS SECTION 415 FLUSHING DEVICES FOR WATER CLOSETS AND URINALS SECTION 416 FOOD WASTE DISPOSER UNITS SECTION 417 GARBAGE CAN WASHERS
52	SECTION 418 LAUNDRY TRAYS SECTION 419 LAVATORIES SECTION 420 MANUAL FOOD AND BEVERAGE DISPENSING EQUIPMENT SECTION 421 SHOWERS
53	SECTION 422 SINKS SECTION 423 SPECIALTY PLUMBING FIXTURES SECTION 424 URINALS
54	SECTION 425 WATER CLOSETS SECTION 426 WHIRLPOOL BATHTUBS
56	CHAPTER 5 WATER HEATERS SECTION 501 GENERAL SECTION 502 INSTALLATION
57	SECTION 503 CONNECTIONS SECTION 504 SAFETY DEVICES
58	SECTION 505 INSULATION
60	CHAPTER 6 WATER SUPPLY AND DISTRIBUTION SECTION 601 GENERAL SECTION 602 WATER REQUIRED
61	SECTION 603 WATER SERVICE SECTION 604 DESIGN OF BUILDING WATER DISTRIBUTION SYSTEM TABLE 604.3 WATER DISTRIBUTION SYSTEM DESIGN CRITERIA REQUIRED CAPACITY AT FIXTURE SUPPLY PIPE OUTLETS
62	TABLE 604.4 MAXIMUM FLOW RATES AND CONSUMPTION FOR PLUMBING FIXTURES AND FIXTURE FITTINGS
63	TABLE 604.10.1 MANIFOLD SIZING SECTION 605 MATERIALS, JOINTS AND CONNECTIONS TABLE 605.3 WATER SERVICE PIPE
64	TABLE 605.4 WATER DISTRIBUTION PIPE TABLE 605.7 VALVES
65	TABLE 605.5 PIPE FITTINGS TABLE 605.8 MANUFACTURED PIPE NIPPLES
68	SECTION 606 INSTALLATION OF THE BUILDING WATER DISTRIBUTION SYSTEM
69	TABLE 606.5.4 SIZES FOR OVERFLOW PIPES FOR WATER SUPPLY TANKS TABLE 606.5.7 SIZE OF DRAIN PIPES FOR WATER TANKS SECTION 607 HOT WATER SUPPLY SYSTEM
70	SECTION 608 PROTECTION OF POTABLE WATER SUPPLY
71	TABLE 608.1 APPLICATION OF BACKFLOW PREVENTERS
72	FIGURE 608.9.1 PICTOGRAPH—DO NOT DRINK
73	TABLE 608.9.2.2 SIZE OF PIPE IDENTIFICATION
74	TABLE 608.16.1 MINIMUM REQUIRED AIR GAPS
76	TABLE 608.18.1 DISTANCE FROM CONTAMINATION TO PRIVATE WATER SUPPLIES AND PUMP SUCTION LINES SECTION 609 HEALTH CARE PLUMBING
77	SECTION 610 DISINFECTION OF POTABLE WATER SYSTEM SECTION 611 DRINKING WATER TREATMENT UNITS SECTION 612 SOLAR SYSTEMS SECTION 613 TEMPERATURE CONTROL DEVICES AND VALVES
78	CHAPTER 7 SANITARY DRAINAGE SECTION 701 GENERAL SECTION 702 MATERIALS TABLE 702.1 ABOVE-GROUND DRAINAGE AND VENT PIPE
79	TABLE 702.2 UNDERGROUND BUILDING DRAINAGE AND VENT PIPE TABLE 702.3 BUILDING SEWER PIPE
80	TABLE 702.4 PIPE FITTINGS SECTION 703 BUILDING SEWER SECTION 704 DRAINAGE PIPING INSTALLATION TABLE 704.1 SLOPE OF HORIZONTAL DRAINAGE PIPE
81	SECTION 705 JOINTS
83	TABLE 705.18 CAULKING FERRULE SPECIFICATIONS TABLE 705.19 SOLDERING BUSHING SPECIFICATIONS SECTION 706 CONNECTIONS BETWEEN DRAINAGE PIPING AND FITTINGS
84	TABLE 706.3 FITTINGS FOR CHANGE IN DIRECTION SECTION 707 PROHIBITED JOINTS AND CONNECTIONS SECTION 708 CLEANOUTS
85	SECTION 709 FIXTURE UNITS TABLE 709.2 DRAINAGE FIXTURE UNITS FOR FIXTURE DRAINS OR TRAPS
86	TABLE 709.1 DRAINAGE FIXTURE UNITS FOR FIXTURES AND GROUPS
87	SECTION 710 DRAINAGE SYSTEM SIZING TABLE 710.1(1) BUILDING DRAINS AND SEWERS TABLE 710.1(2) HORIZONTAL FIXTURE BRANCHES AND STACKSa SECTION 711 OFFSETS IN DRAINAGE PIPING IN BUILDINGS OF FIVE STORIES OR MORE
88	SECTION 712 SUMPS AND EJECTORS
89	TABLE 712.4.2 MINIMUM CAPACITY OF SEWAGE PUMP OR SEWAGE EJECTOR SECTION 713 COMPUTERIZED DRAINAGE DESIGN SECTION 714 BACKWATER VALVES SECTION 715 VACUUM DRAINAGE SYSTEMS SECTION 716 REPLACEMENT OF UNDERGROUND BUILDING SEWERS AND BUILDING DRAINS BY PIPE-BURSTING METHODS
90	SECTION 717 RELINING BUILDING SEWERS AND BUILDING DRAINS SECTION 718 REHABILITATION OF BUILDING SEWERS AND BUILDING DRAINS
92	CHAPTER 8 INDIRECT/SPECIAL WASTE SECTION 801 GENERAL SECTION 802 INDIRECT WASTES
93	SECTION 803 SPECIAL WASTES
94	CHAPTER 9 VENTS SECTION 901 GENERAL SECTION 902 MATERIALS SECTION 903 VENT TERMINALS
95	SECTION 904 OUTDOOR VENT EXTENSIONS SECTION 905 VENT CONNECTIONS AND GRADES SECTION 906 VENT PIPE SIZING
96	TABLE 906.1 SIZE AND DEVELOPED LENGTH OF STACK VENTS AND VENT STACKS
97	TABLE 906.5.1 SIZE AND LENGTH OF SUMP VENTS SECTION 907 VENTS FOR STACK OFFSETS SECTION 908 RELIEF VENTS—STACKS OF MORE THAN 10 BRANCH INTERVALS
98	SECTION 909 FIXTURE VENTS TABLE 909.1 MAXIMUM DISTANCE OF FIXTURE TRAP FROM VENT SECTION 910 INDIVIDUAL VENT SECTION 911 COMMON VENT TABLE 911.3 COMMON VENT SIZES SECTION 912 WET VENTING
99	TABLE 912.3 WET VENT SIZE SECTION 913 WASTE STACK VENT TABLE 913.4 WASTE STACK VENT SIZE SECTION 914 CIRCUIT VENTING
100	SECTION 915 COMBINATION WASTE AND VENT SYSTEM TABLE 915.2.2 SIZE OF COMBINATION WASTE AND VENT PIPE SECTION 916 ISLAND FIXTURE VENTING SECTION 917 SINGLE-STACK VENT SYSTEM
101	TABLE 917.2 SINGLE STACK SIZE SECTION 918 AIR ADMITTANCE VALVES
102	SECTION 919 ENGINEERED VENT SYSTEMS TABLE 919.2 MINIMUM DIAMETER AND MAXIMUM LENGTH OF INDIVIDUALBRANCH FIXTURE VENTS AND INDIVIDUAL FIXTURE HEADER VENTS FOR SMOOTH PIPES EQUATION 9-1 SECTION 920 COMPUTERIZED VENT DESIGN
104	CHAPTER 10 TRAPS, INTERCEPTORS AND SEPARATORS SECTION 1001 GENERAL SECTION 1002 TRAP REQUIREMENTS
105	SECTION 1003 INTERCEPTORS AND SEPARATORS
106	TABLE 1003.3.5.1 CAPACITY OF GREASE INTERCEPTORSa
107	SECTION 1004 MATERIALS, JOINTS AND CONNECTIONS
108	CHAPTER 11 STORM DRAINAGE SECTION 1101 GENERAL SECTION 1102 MATERIALS TABLE 1102.4 BUILDING STORM SEWER PIPE
109	TABLE 1102.5 SUBSOIL DRAIN PIPE TABLE 1102.7 PIPE FITTINGS SECTION 1103 TRAPS SECTION 1104 CONDUCTORS AND CONNECTIONS SECTION 1105 ROOF DRAINS
110	SECTION 1106 SIZE OF CONDUCTORS, LEADERS AND STORM DRAINS EQUATION 11-1 TABLE 1106.2 STORM DRAIN PIPE SIZING TABLE 1106.3 VERTICAL LEADER SIZING
111	FIGURE 1106.1(1) 100-YEAR, 1-HOUR RAINFALL (INCHES) WESTERN UNITED STATES
112	FIGURE 1106.1(2) 100-YEAR, 1-HOUR RAINFALL (INCHES) CENTRAL UNITED STATES
113	FIGURE 1106.1(3) 100-YEAR, 1-HOUR RAINFALL (INCHES) EASTERN UNITED STATES
114	FIGURE 1106.1(4) 100-YEAR, 1-HOUR RAINFALL (INCHES) ALASKA
115	FIGURE 1106.1(5) 100-YEAR, 1-HOUR RAINFALL (INCHES) HAWAII
116	TABLE 1106.6 HORIZONTAL GUTTER SIZING SECTION 1107 SIPHONIC ROOF DRAINAGE SYSTEMS SECTION 1108 SECONDARY (EMERGENCY) ROOF DRAINS SECTION 1109 COMBINED SANITARY AND STORM PUBLIC SEWER SECTION 1110 CONTROLLED FLOW ROOF DRAIN SYSTEMS
117	SECTION 1111 SUBSOIL DRAINS SECTION 1112 BUILDING SUBDRAINS SECTION 1113 SUMPS AND PUMPING SYSTEMS
118	CHAPTER 12 SPECIAL PIPING AND STORAGE SYSTEMS SECTION 1201 GENERAL SECTION 1202 MEDICAL GASES SECTION 1203 OXYGEN SYSTEMS
120	CHAPTER 13 NONPOTABLE WATER SYSTEMS SECTION 1301 GENERAL FIGURE 1301.3 PICTOGRAPH—DO NOT DRINK
122	SECTION 1302 ON-SITE NONPOTABLE WATER REUSE SYSTEMS
123	TABLE 1302.7.1 LOCATION OF NONPOTABLE WATER REUSE STORAGE TANKS
124	SECTION 1303 NONPOTABLE RAINWATER COLLECTION AND DISTRIBUTION SYSTEMS
125	TABLE 1303.10.1 LOCATION OF RAINWATER STORAGE TANKS
126	SECTION 1304 RECLAIMED WATER SYSTEMS
128	CHAPTER 14 SUBSURFACE GRAYWATER SOIL ABSORPTION SYSTEMS SECTION 1401 GENERAL SECTION 1402 SYSTEM DESIGN AND SIZING EQUATION 14-1
129	TABLE 1402.3 LOCATION OF SUBSURFACE GRAYWATER SOIL ABSORPTION SYSTEM SECTION 1403 INSTALLATION TABLE 1403.1.1 DESIGN LOADING RATE
130	TABLE 1403.2 DISTRIBUTION PIPE
132	CHAPTER 15 REFERENCED STANDARDS ANSI ASHRAE ASME
134	ASPE
135	ASSE
137	ASTM
142	AWS AWWA
143	CISPI CSA
146	IAPMO ICC ISEA MSS
147	NFPA NGWA NSF
148	PDI PSAI UL
150	APPENDIX A PLUMBING PERMIT FEE SCHEDULE TABLE A101 EXAMPLE OF PERMIT FEE SCHEDULE PERMIT ISSUANCE UNIT FEE SCHEDULE OTHER INSPECTIONS AND FEES
152	APPENDIX B RATES OF RAINFALL FOR VARIOUS CITIES TABLE B101 RATES OF RAINFALL FOR VARIOUS CITIESa
153	TABLE B101—continued RATES OF RAINFALL FOR VARIOUS CITIESa
154	TABLE B101—continued RATES OF RAINFALL FOR VARIOUS CITIESa
155	TABLE B101—continued RATES OF RAINFALL FOR VARIOUS CITIESa
156	APPENDIX C STRUCTURAL SAFETY SECTION C101 CUTTING, NOTCHING AND BORING IN WOODMEMBERS
158	APPENDIX D DEGREE DAY AND DESIGN TEMPERATURES TABLE D101 DEGREE DAY AND DESIGN TEMPERATURESa FOR CITIES IN THE UNITED STATES
159	TABLE D101—continued DEGREE DAY AND DESIGN TEMPERATURESa FOR CITIES IN THE UNITED STATES
160	TABLE D101—continued DEGREE DAY AND DESIGN TEMPERATURESa FOR CITIES IN THE UNITED STATES
161	TABLE D101—continued DEGREE DAY AND DESIGN TEMPERATURESa FOR CITIES IN THE UNITED STATES
162	TABLE D101—continued DEGREE DAY AND DESIGN TEMPERATURESa FOR CITIES IN THE UNITED STATES
163	TABLE D101—continued DEGREE DAY AND DESIGN TEMPERATURESa FOR CITIES IN THE UNITED STATES
164	APPENDIX E SIZING OF WATER PIPING SYSTEM SECTION E101 GENERAL SECTION E102 INFORMATION REQUIRED SECTION E103 SELECTION OF PIPE SIZE
168	TABLE E103.3.1(1) SUMMATION OF DEVELOPED PIPE LENGTHS
169	TABLE E103.3.1(2) FITTING PRESSURE LOSSES EXPRESSED IN EQUIVALENT LENGTHS (formerly Table E1) TABLE E103.3.1(3) TOTAL FRICTION LOSS EQUIVALENT PIPING LENGTH (formerly Table E2)
170	FIGURE E103.3(1) EXAMPLE—SIZING
171	TABLE E103.3(1) RECOMMENDED TABULAR ARRANGEMENT FOR USE IN SOLVING PIPE SIZING PROBLEMS
172	TABLE E103.3(2) LOAD VALUES ASSIGNED TO FIXTURESa
173	TABLE E103.3(3) TABLE FOR ESTIMATING DEMAND
174	TABLE E103.3(3)—continued TABLE FOR ESTIMATING DEMAND TABLE E103.3(4) LOSS OF PRESSURE THROUGH TAPS AND TEES IN POUNDS PER SQUARE INCH (psi)
175	TABLE E103.3(5) ALLOWANCE IN EQUIVALENT LENGTHS OF PIPE FOR FRICTION LOSS IN VALVES AND THREADED FITTINGS (feet) TABLE E103.3(6) PRESSURE LOSS IN FITTINGS AND VALVES EXPRESSED AS EQUIVALENT LENGTH OF TUBEa (feet)
176	FIGURE E103.3(2) FRICTION LOSS IN SMOOTH PIPEa (TYPE K, ASTM B88 COPPER TUBING)
177	FIGURE E103.3(3) FRICTION LOSS IN SMOOTH PIPEa (TYPE L, ASTM B88 COPPER TUBING)
178	FIGURE E103.3(4) FRICTION LOSS IN SMOOTH PIPEa (TYPE M, ASTM B88 COPPER TUBING)
179	FIGURE E103.3(5) FRICTION LOSS IN FAIRLY SMOOTH PIPEa
180	FIGURE E103.3(6) FRICTION LOSS IN FAIRLY ROUGH PIPEa
181	FIGURE E103.3(7) FRICTION LOSS IN ROUGH PIPEa
182	SECTION E104 SELECTION OF PIPE SIZE SECTION E105 DETERMINATION OF PIPE VOLUMES
183	TABLE E104.1 MINIMUM SIZE OF WATER METERS, MAINS AND DISTRIBUTION PIPING BASED ON WATER SUPPLY FIXTURE UNIT VALUES (w.s.f.u.)
184	TABLE E104.1—continued MINIMUM SIZE OF WATER METERS, MAINS AND DISTRIBUTION PIPING BASED ON WATER SUPPLY FIXTURE UNIT VALUES (w.s.f.u.)
185	TABLE E105.1 INTERNAL VOLUME OF VARIOUS WATER DISTRIBUTION TUBING
186	[A] APPENDIX F BOARD OF APPEALS [A] SECTION F101 GENERAL
188	INDEX
200	ICC TRAINING
201	ICC DIGITAL CODES PREMIUM

SC MechanicalCode 2021 1stptg

Sun, 20 Oct 2024 06:23:18 +0000

This is a fully integrated code based on the 2021 IMC. Effective date January 1, 2023

PDF Catalog

PDF Pages	PDF Title
1	2021 SOUTH CAROLINA MECHANICAL CODE®
2	2021 SOUTH CAROLINA MECHANICAL CODE® TITLE PAGE
3	COPYRIGHT
4	PREFACE
8	EFFECTIVE USE OF THE INTERNATIONAL MECHANICAL CODE
10	ARRANGEMENT AND FORMAT OF THE 2021 IMC
14	TABLE OF CONTENTS
18	CHAPTER 1 SCOPE AND ADMINISTRATION PART 1—SCOPE AND APPLICATION SECTION 101 SCOPE AND GENERAL REQUIREMENTS SECTION 102 APPLICABILITY
19	PART 2—ADMINISTRATION AND ENFORCEMENT SECTION 103 CODE COMPLIANCE AGENCY SECTION 104 DUTIES AND POWERS OF THE CODE OFFICIAL
20	SECTION 105 APPROVAL
21	SECTION 106 PERMITS
22	SECTION 107 CONSTRUCTION DOCUMENTS SECTION 108 NOTICE OF APPROVAL SECTION 109 FEES
23	SECTION 110 SERVICE UTILITIES SECTION 111 TEMPORARY EQUIPMENT, SYSTEMS AND USES SECTION 112 INSPECTIONS AND TESTING
24	SECTION 113 MEANS OF APPEALS
25	SECTION 114 BOARD OF APPEALS SECTION 115 VIOLATIONS SECTION 116 STOP WORK ORDER
28	CHAPTER 2 DEFINITIONS SECTION 201 GENERAL SECTION 202 GENERAL DEFINITIONS
40	CHAPTER 3 GENERAL REGULATIONS SECTION 301 GENERAL
41	SECTION 302 PROTECTION OF STRUCTURE
42	SECTION 303 EQUIPMENT AND APPLIANCE LOCATION SECTION 304 INSTALLATION
44	SECTION 305 PIPING SUPPORT TABLE 305.4 PIPING SUPPORT SPACINGa SECTION 306 ACCESS AND SERVICE SPACE
46	SECTION 307 CONDENSATE DISPOSAL
47	TABLE 307.2.2 CONDENSATE DRAIN SIZING SECTION 308 CLEARANCE REDUCTION
48	TABLE 308.4.2 CLEARANCE REDUCTION METHODSb
49	SECTION 309 TEMPERATURE CONTROL SECTION 310 EXPLOSION CONTROL SECTION 311 SMOKE AND HEAT VENTS SECTION 312 HEATING AND COOLING LOAD CALCULATIONS
50	CHAPTER 4 VENTILATION SECTION 401 GENERAL TABLE 401.5 OPENING SIZES IN LOUVERS, GRILLES AND SCREENS PROTECTING AIR INTAKE OPENINGS SECTION 402 NATURAL VENTILATION
51	SECTION 403 MECHANICAL VENTILATION
52	EQUATION 4-1 EQUATION 4-2 EQUATION 4-3 EQUATION 4-4
53	EQUATION 4-5 TABLE 403.3.1.1.2.3.2 SYSTEM VENTILATION EFFICIENCYa, b EQUATION 4-6 EQUATION 4-7 EQUATION 4-8
54	EQUATION 4-9 TABLE 403.3.2.3 MINIMUM REQUIRED LOCAL EXHAUST RATES FOR GROUP R-2, R-3 AND R-4 OCCUPANCIES SECTION 404 ENCLOSED PARKING GARAGES SECTION 405 SYSTEMS CONTROL SECTION 406 VENTILATION OF UNINHABITED SPACES
55	SECTION 407 AMBULATORY CARE FACILITIES AND GROUP I-2 OCCUPANCIES TABLE 403.3.1.1 MINIMUM VENTILATION RATES
56	TABLE 403.3.1.1—continued MINIMUM VENTILATION RATES
57	TABLE 403.3.1.1—continued MINIMUM VENTILATION RATES
58	CHAPTER 5 EXHAUST SYSTEMS SECTION 501 GENERAL
59	SECTION 502 REQUIRED SYSTEMS EQUATION 5-1
66	SECTION 503 MOTORS AND FANS SECTION 504 CLOTHES DRYER EXHAUST
67	TABLE 504.9.4.1 DRYER EXHAUST DUCT FITTING EQUIVALENT LENGTH
68	SECTION 505 DOMESTIC COOKING EXHAUST EQUIPMENT
69	SECTION 506 COMMERCIAL KITCHEN HOOD VENTILATION SYSTEM DUCTS AND EXHAUST EQUIPMENT
74	SECTION 507 COMMERCIAL KITCHEN HOODS
76	TABLE 507.2.8 MINIMUM DISTANCE BETWEEN THE LOWEST EDGE OF A GREASE FILTER AND THE COOKING SURFACE OR THE HEATING SURFACE
77	SECTION 508 COMMERCIAL KITCHEN MAKEUP AIR
78	SECTION 509 FIRE SUPPRESSION SYSTEMS SECTION 510 HAZARDOUS EXHAUST SYSTEMS
80	TABLE 510.8 MINIMUM DUCT THICKNESS SECTION 511 DUST, STOCK AND REFUSE CONVEYING SYSTEMS
81	TABLE 511.2 CONSTRUCTION, CLEARANCE AND TERMINATION REQUIREMENTS FOR SINGLE-WALL METAL CHIMNEYS SECTION 512 SUBSLAB SOIL EXHAUST SYSTEMS SECTION 513 SMOKE CONTROL SYSTEMS
83	EQUATION 5-2
84	EQUATION 5-3
86	SECTION 514 ENERGY RECOVERY VENTILATION SYSTEMS
88	CHAPTER 6 DUCT SYSTEMS SECTION 601 GENERAL
89	SECTION 602 PLENUMS
91	SECTION 603 DUCT CONSTRUCTION AND INSTALLATION
92	TABLE 603.4 DUCT CONSTRUCTION MINIMUM SHEET METAL THICKNESS FOR SINGLE DWELLING UNITSa
93	SECTION 604 INSULATION
94	SECTION 605 AIR FILTERS SECTION 606 SMOKE DETECTION SYSTEMS CONTROL
95	SECTION 607 DUCT AND TRANSFER OPENINGS
96	[BF] TABLE 607.3.2.1 FIRE DAMPER RATING
101	SECTION 608 BALANCING
102	CHAPTER 7 COMBUSTION AIR SECTION 701 GENERAL
104	CHAPTER 8 CHIMNEYS AND VENTS SECTION 801 GENERAL
105	SECTION 802 VENTS TABLE 802.2 VENT APPLICATION
106	SECTION 803 CONNECTORS TABLE 803.9(1) MINIMUM CHIMNEY CONNECTOR THICKNESS FOR LOW-HEAT APPLIANCES TABLE 803.9(2) MINIMUM CHIMNEY CONNECTOR THICKNESS FOR MEDIUM- AND HIGH-HEAT APPLIANCES
107	TABLE 803.10.4 CHIMNEY CONNECTOR SYSTEMS AND CLEARANCES TO COMBUSTIBLE WALL MATERIALS FOR DOMESTIC HEATING APPLIANCESa, b, c, d SECTION 804 DIRECT-VENT, INTEGRAL VENT AND MECHANICAL DRAFT SYSTEMS
108	TABLE 803.10.6 CONNECTOR CLEARANCES TO COMBUSTIBLES
109	SECTION 805 FACTORY-BUILT CHIMNEYS SECTION 806 METAL CHIMNEYS
110	CHAPTER 9 SPECIFIC APPLIANCES, FIREPLACES AND SOLID FUEL-BURNING EQUIPMENT SECTION 901 GENERAL SECTION 902 MASONRY FIREPLACES SECTION 903 FACTORY-BUILT FIREPLACES SECTION 904 PELLET FUEL-BURNING APPLIANCES SECTION 905 FIREPLACE STOVES AND ROOM HEATERS SECTION 906 FACTORY-BUILT BARBECUE APPLIANCES
111	SECTION 907 INCINERATORS AND CREMATORIES SECTION 908 COOLING TOWERS, EVAPORATIVE CONDENSERS AND FLUID COOLERS SECTION 909 VENTED WALL FURNACES SECTION 910 FLOOR FURNACES
112	SECTION 911 DUCT FURNACES SECTION 912 INFRARED RADIANT HEATERS SECTION 913 CLOTHES DRYERS SECTION 914 SAUNA HEATERS
113	SECTION 915 ENGINE AND GAS TURBINE-POWERED EQUIPMENT AND APPLIANCES SECTION 916 POOL AND SPA HEATERS SECTION 917 COOKING APPLIANCES SECTION 918 FORCED-AIR WARM-AIR FURNACES SECTION 919 CONVERSION BURNERS SECTION 920 UNIT HEATERS SECTION 921 VENTED ROOM HEATERS SECTION 922 KEROSENE AND OIL-FIRED STOVES
114	SECTION 923 SMALL CERAMIC KILNS SECTION 924 STATIONARY FUEL CELL POWER SYSTEMS SECTION 925 MASONRY HEATERS SECTION 926 GASEOUS HYDROGEN SYSTEMS SECTION 927 RADIANT HEATING SYSTEMS SECTION 928 EVAPORATIVE COOLING EQUIPMENT SECTION 929 UNVENTED ALCOHOL FUEL-BURNING DECORATIVE APPLIANCES SECTION 930 LARGE-DIAMETER CEILING FANS
116	CHAPTER 10 BOILERS, WATER HEATERS AND PRESSURE VESSELS SECTION 1001 GENERAL SECTION 1002 WATER HEATERS SECTION 1003 PRESSURE VESSELS SECTION 1004 BOILERS
117	TABLE 1004.3.1 BOILER TOP CLEARANCES SECTION 1005 BOILER CONNECTIONS
118	SECTION 1006 SAFETY AND PRESSURE RELIEF VALVES AND CONTROLS SECTION 1007 BOILER LOW-WATER CUTOFF SECTION 1008 BOTTOM BLOWOFF VALVE SECTION 1009 HOT WATER BOILER EXPANSION TANK
119	EQUATION 10-1 TABLE 1009.2 CLOSED-TYPE EXPANSION TANK SIZING SECTION 1010 GAUGES SECTION 1011 TESTS
120	CHAPTER 11 REFRIGERATION SECTION 1101 GENERAL TABLE 1101.2 FACTORY-BUILT EQUIPMENT AND APPLIANCES SECTION 1102 SYSTEM REQUIREMENTS
121	SECTION 1103 REFRIGERATION SYSTEM CLASSIFICATION
122	SECTION 1104 SYSTEM APPLICATION REQUIREMENTS
123	TABLE 1103.1 REFRIGERANT CLASSIFICATION, AMOUNT AND OEL
124	TABLE 1103.1—continued REFRIGERANT CLASSIFICATION, AMOUNT AND OEL
125	TABLE 1103.1—continued REFRIGERANT CLASSIFICATION, AMOUNT AND OEL
126	TABLE 1103.1—continued REFRIGERANT CLASSIFICATION, AMOUNT AND OEL
127	TABLE 1103.1—continued REFRIGERANT CLASSIFICATION, AMOUNT AND OEL
128	TABLE 1103.1—continued REFRIGERANT CLASSIFICATION, AMOUNT AND OELFor SI:1 pound = 0.454 kg, 1 cubic foot = 0.0283m3.
129	TABLE 1104.3.2 MAXIMUM PERMISSIBLE QUANTITIES OF REFRIGERANTS SECTION 1105 MACHINERY ROOM, GENERAL REQUIREMENTS
130	EQUATION 11-1 EQUATION 11-2 SECTION 1106 MACHINERY ROOM, SPECIAL REQUIREMENTS
131	TABLE 1106.4.2 MINIMUM EXHAUST RATES SECTION 1107 PIPING MATERIAL TABLE 1107.4 REFRIGERANT PIPE
132	TABLE 1107.5 REFRIGERANT PIPE FITTINGS TABLE 1107.5.1 COPPER BRAZED SWAGED CUP DEPTHS SECTION 1108 JOINTS AND CONNECTIONS
133	SECTION 1109 REFRIGERANT PIPE INSTALLATION
134	TABLE 1109.3.2 SHAFT VENTILATION VELOCITY
135	SECTION 1110 REFRIGERATION PIPING SYSTEM TEST
136	[F] SECTION 1111 PERIODIC TESTING
138	CHAPTER 12 HYDRONIC PIPING SECTION 1201 GENERAL SECTION 1202 MATERIAL TABLE 1202.4 HYDRONIC PIPE
139	TABLE 1202.5 HYDRONIC PIPE FITTINGS SECTION 1203 JOINTS AND CONNECTIONS
141	SECTION 1204 PIPE INSULATION SECTION 1205 VALVES SECTION 1206 PIPING INSTALLATION
142	SECTION 1207 TRANSFER FLUID SECTION 1208 TESTS SECTION 1209 EMBEDDED PIPING
143	SECTION 1210 PLASTIC PIPE GROUND-SOURCE HEAT PUMP LOOP SYSTEMS TABLE 1210.4 GROUND-SOURCE LOOP PIPE TABLE 1210.5 GROUND-SOURCE LOOP PIPE FITTINGS
146	CHAPTER 13 FUEL OIL PIPING AND STORAGE SECTION 1301 GENERAL SECTION 1302 MATERIAL TABLE 1302.3 FUEL OIL PIPING AND FITTINGS SECTION 1303 JOINTS AND CONNECTIONS
147	SECTION 1304 PIPING SUPPORT SECTION 1305 FUEL OIL SYSTEM INSTALLATION
148	SECTION 1306 OIL GAUGING SECTION 1307 FUEL OIL VALVES SECTION 1308 TESTING
150	CHAPTER 14 SOLAR THERMAL SYSTEMS SECTION 1401 GENERAL SECTION 1402 DESIGN AND INSTALLATION
152	SECTION 1403 HEAT TRANSFER FLUIDS SECTION 1404 LABELING
154	CHAPTER 15 REFERENCED STANDARDS ACCA AHRI AMCA ANSI
155	ASHRAE ASME
156	ASSE ASSP ASTM
160	AWS AWWA
161	CPSC CSA DOL
162	FDA FS ICC
163	IIAR MSS NAIMA NBBI NFPA
164	NSF SMACNA
165	UL
170	APPENDIX A CHIMNEY CONNECTOR PASS-THROUGHS SECTION A101 CHIMNEY CONNECTOR SYSTEMS FIGURE A101.1(1) CHIMNEY CONNECTOR SYSTEMS
171	FIGURE A101.1(2) CHIMNEY CONNECTOR SYSTEMS
172	APPENDIX B RECOMMENDED PERMIT FEE SCHEDULE SECTION B101 MECHANICAL WORK, OTHER THAN GAS PIPING SYSTEMS SECTION B102 FEE FOR REINSPECTION SECTION B103 TEMPORARY OPERATION INSPECTION FEE SECTION B104 SELF-CONTAINED UNITS LESS THAN 2 TONS
174	[A] APPENDIX C BOARD OF APPEALS [A] SECTION C101 GENERAL
176	INDEX
182	ICC TRAINING
183	ICC DIGITAL CODES PREMIUM

SC FuelGasCode 2021 1stptg

Sun, 20 Oct 2024 06:23:17 +0000

This is a fully integrated code based on the 2021 IFGC. Effective date January 1, 2023

PDF Catalog

PDF Pages	PDF Title
1	2021 SOUTH CAROLINA FUEL GAS CODE®
2	2021 SOUTH CAROLINA FUEL GAS CODE® TITLE PAGE
3	COPYRIGHT
4	PREFACE
9	EFFECTIVE USE OF THE SOUTH CAROLINA FUEL GAS CODE
10	ARRANGEMENT AND FORMAT OF THE 2021 IFGC
14	TABLE OF CONTENTS
18	CHAPTER 1 SCOPE AND ADMINISTRATION PART 1—SCOPE AND APPLICATION SECTION 101 (IFGC) SCOPE AND GENERAL REQUIREMENTS
19	SECTION 102 (IFGC) APPLICABILITY
20	PART 2— ADMINISTRATION AND ENFORCEMENT SECTION 103 (IFGC) CODE COMPLIANCE AGENCY SECTION 104 (IFGC) DUTIES AND POWERS OF THE CODE OFFICIAL
21	SECTION 105 (IFGC) APPROVAL SECTION 106 (IFGC) PERMITS
22	SECTION 107 (IFGC) CONSTRUCTION DOCUMENTS
23	SECTION 108 (IFGC) NOTICE OF APPROVAL SECTION 109 (IFGC) FEES SECTION 110 (IFGC) SERVICE UTILITIES SECTION 111 (IFGC) TEMPORARY EQUIPMENT, SYSTEMS AND USES
24	SECTION 112 (IFGC) INSPECTIONS AND TESTING
25	SECTION 113 (IFGC) MEANS OF APPEAL SECTION 114 (IFGC) BOARD OF APPEALS SECTION 115 (IFGC) VIOLATIONS
26	SECTION 116 (IFGC) STOP WORK ORDER
28	CHAPTER 2 DEFINITIONS SECTION 201 (IFGC) GENERAL SECTION 202(IFGC) GENERAL DEFINITIONS
36	CHAPTER 3 GENERAL REGULATIONS SECTION 301 (IFGC) GENERAL
37	SECTION 302 (IFGC) STRUCTURAL SAFETY SECTION 303 (IFGC) APPLIANCE LOCATION
38	SECTION 304 (IFGS) COMBUSTION, VENTILATION AND DILUTION AIR
39	(Equation 3-1) (Equation 3-2) FIGURE 304.5.3 ALL AIR FROM INSIDE THE BUILDING (see Section 304.5.3)
40	FIGURE 304.6.1(1) ALL AIR FROM OUTDOORS—INLET AIR FROM VENTILATED CRAWL SPACE AND OUTLET AIR TO VENTILATED ATTIC (see Section 304.6.1 FIGURE 304.6.1(3) ALL AIR FROM OUTDOORS (see Section 304.6.1) FIGURE 304.6.1(2) ALL AIR FROM OUTDOORS THROUGH VENTILATED ATTIC (see Section 304.6.1) FIGURE 304.6.2 SINGLE COMBUSTION AIR OPENING, ALL AIR FROM THE OUTDOORS (see Section 304.6.2)
41	SECTION 305 (IFGC) INSTALLATION
42	SECTION 306 (IFGC) ACCESS AND SERVICE SPACE
44	SECTION 307 (IFGC) CONDENSATE DISPOSAL SECTION 308 (IFGS) CLEARANCE REDUCTION
45	TABLE 308.2 REDUCTION OF CLEARANCES WITH SPECIFIED FORMS OF PROTECTION
46	FIGURE 308.2(1) EXTENT OF PROTECTION NECESSARY TO REDUCE CLEARANCES FROM APPLIANCE OR VENT CONNECTIONS FIGURE 308.2(3) MASONRY CLEARANCE REDUCTION SYSTEM FIGURE 308.2(2) WALL PROTECTOR CLEARANCE REDUCTION SYSTEM
47	SECTION 309 (IFGC) ELECTRICAL SECTION 310 (IFGS) ELECTRICAL BONDING
48	CHAPTER 4 GAS PIPING INSTALLATIONS SECTION 401 (IFGC) GENERAL SECTION 402 (IFGS) PIPE SIZING
49	(Equation 4-1) (Equation 4-2) TABLE 402.4 Cr AND Y VALUES FOR NATURAL GAS AND UNDILUTED PROPANE AT STANDARD CONDITIONS
50	TABLE 402.4(1 )SCHEDULE 40 METALLIC PIPE
51	TABLE 402.4(2) SCHEDULE 40 METALLIC PIPE
52	TABLE 402.4(3) SCHEDULE 40 METALLIC PIPE
53	TABLE 402.4(4) SCHEDULE 40 METALLIC PIPE
54	TABLE 402.4(5) SCHEDULE 40 METALLIC PIPE
55	TABLE 402.4(6) SCHEDULE 40 METALLIC PIPE
56	TABLE 402.4(7) SCHEDULE 40 METALLIC PIPE
57	TABLE 402.4(8) SEMIRIGID COPPER TUBING
58	TABLE 402.4(9) SEMIRIGID COPPER TUBING
59	TABLE 402.4(10) SEMIRIGID COPPER TUBING
60	TABLE 402.4(11) SEMIRIGID COPPER TUBING
61	TABLE 402.4(12) SEMIRIGID COPPER TUBING
62	TABLE 402.4(13) SEMIRIGID COPPER TUBING
63	TABLE 402.4(14) SEMIRIGID COPPER TUBING
64	TABLE 402.4(15) CORRUGATED STAINLESS STEEL TUBING (CSST
65	TABLE 402.4(16) CORRUGATED STAINLESS STEEL TUBING (CSST)
66	TABLE 402.4(17) CORRUGATED STAINLESS STEEL TUBING (CSST)
67	TABLE 402.4(18) CORRUGATED STAINLESS STEEL TUBING (CSST)
68	TABLE 402.4(19) CORRUGATED STAINLESS STEEL TUBING (CSST)
69	TABLE 402.4(20 )POLYETHYLENE PLASTIC PIPE
70	TABLE 402.4(21) POLYETHYLENE PLASTIC PIPE
71	TABLE 402.4(22) POLYETHYLENE PLASTIC PIPE
72	TABLE 402.4(23) POLYETHYLENE PLASTIC TUBING TABLE 402.4(24) POLYETHYLENE PLASTIC TUBING
73	TABLE 402.4(25) SCHEDULE 40 METALLIC PIPE
74	TABLE 402.4(26) SCHEDULE 40 METALLIC PIPE
75	TABLE 402.4(27) SCHEDULE 40 METALLIC PIPE
76	TABLE 402.4(28) SCHEDULE 40 METALLIC PIPE
77	TABLE 402.4(29) SEMIRIGID COPPER TUBING
78	TABLE 402.4(30) SEMIRIGID COPPER TUBING
79	TABLE 402.4(31) SEMIRIGID COPPER TUBING
80	TABLE 402.4(32) CORRUGATED STAINLESS STEEL TUBING (CSST)
81	TABLE 402.4(33) CORRUGATED STAINLESS STEEL TUBING (CSST)
82	TABLE 402.4(34) CORRUGATED STAINLESS STEEL TUBING (CSST)
83	TABLE 402.4(35) POLYETHYLENE PLASTIC PIPE
84	TABLE 402.4(36) POLYETHYLENE PLASTIC PIPE
85	TABLE 402.4(37) POLYETHYLENE PLASTIC TUBING
86	SECTION 403 (IFGS) PIPING MATERIALS
87	TABLE 403.8.2 SPECIFICATIONS FOR THREADING METALLIC PIPE
88	SECTION 404 (IFGC) PIPING SYSTEM INSTALLATION
91	SECTION 405 (IFGS) PIPING BENDS AND CHANGES IN DIRECTION SECTION 406 (IFGS) INSPECTION, TESTING AND PURGING
92	TABLE 406.7.1.1 SIZE AND LENGTH OF PIPING
93	SECTION 407 (IFGC) PIPING SUPPORT SECTION 408 (IFGC) DRIPS AND SLOPED PIPING
94	FIGURE 408.4 METHOD OF INSTALLING A TEE FITTING SEDIMENT TRAP SECTION 409 (IFGC) SHUTOFF VALVES TABLE 409.1.1 MANUAL GAS VALVE STANDARDS
95	SECTION 410 (IFGC) FLOW CONTROLS
96	SECTION 411 (IFGC) APPLIANCE AND MANUFACTURED HOME CONNECTIONS
97	SECTION 412 (IFGC) LIQUEFIED PETROLEUM GAS MOTORVEHICLE FUEL-DISPENSING FACILITIES
98	SECTION 413 (IFGC) COMPRESSED NATURAL GAS MOTOR VEHICLE FUEL-DISPENSING FACILITIES
100	[F] TABLE 413.10.2.3 SEPARATION DISTANCE FOR ATMOSPHERIC VENTING OF CNG SECTION 414 (IFGC) SUPPLEMENTAL AND STANDBY GAS SUPPLY SECTION 415 (IFGS) PIPING SUPPORT INTERVALS TABLE 415.1 SUPPORT OF PIPING SECTION 416 (IFGS) OVERPRESSURE PROTECTION DEVICES
102	CHAPTER 5 CHIMNEYS AND VENTS SECTION 501 (IFGC) GENERAL
103	SECTION 502 (IFGC) VENTS
104	SECTION 503 (IFGS) VENTING OF APPLIANCES
105	TABLE 503.4 TYPE OF VENTING SYSTEM TO BE USED
107	FIGURE 503.6.5 TERMINATION LOCATIONS FOR GAS VENTS WITH LISTED CAPS 12 INCHES OR LESS IN SIZE NOT LESS THAN 8 FEET FROM A VERTICAL WALL
110	TABLE 503.8 THROUGH-THE-WALL VENT TERMINAL CLEARANCE
111	TABLE 503.10.2.4 MINIMUM THICKNESS FOR GALVANIZED STEELVENT CONNECTORS FOR LOW-HEAT APPLIANCES FIGURE 503.8 THROUGH-THE-WALL VENT TERMINAL CLEARANCE TABLE 503.10.2.5 MINIMUM THICKNESS FOR STEEL VENT CONNECTORS FOR MEDIUM-HEAT APPLIANCES
112	TABLE 503.10.5 CLEARANCES FOR CONNECTORSa
114	SECTION 504 (IFGS) SIZING OF CATEGORY I APPLIANCE VENTING SYSTEMS
116	TABLE 504.3.2 MAXIMUM VENT CONNECTOR LENGTH
118	SECTION 505 (IFGC) DIRECT-VENT, INTEGRAL VENT, MECHANICAL VENT AND VENTILATION/EXHAUST HOOD VENTING
119	SECTION 506 (IFGC) FACTORY-BUILT CHIMNEYS
120	TABLE 504.2(1) TYPE B DOUBLE-WALL GAS VENT
121	TABLE 504.2(1)—continued TYPE B DOUBLE-WALL GAS VENT
122	TABLE 504.2(1)—continued TYPE B DOUBLE-WALL GAS VENT
123	TABLE 504.2(1)—continued TYPE B DOUBLE-WALL GAS VENT
124	TABLE 504.2(2) TYPE B DOUBLE-WALL GAS VENT
125	TABLE 504.2(2)—continued TYPE B DOUBLE-WALL GAS VENT
126	TABLE 504.2(3) MASONRY CHIMNEY
127	TABLE 504.2(3)—continued MASONRY CHIMNEY
128	TABLE 504.2(4) MASONRY CHIMNEY
129	TABLE 504.2(4)—continued MASONRY CHIMNEY
130	TABLE 504.2(5) SINGLE-WALL METAL PIPE OR TYPE B ASBESTOS CEMENT VENT
131	TABLE 504.2(6) EXTERIOR MASONRY CHIMNEY
132	TABLE 504.3(1) TYPE B DOUBLE-WALL VENT
133	TABLE 504.3(1)—continued TYPE B DOUBLE-WALL VENT
134	TABLE 504.3(2) TYPE B DOUBLE-WALL VENT
135	TABLE 504.3(3) MASONRY CHIMNEY
136	TABLE 504.3(4) MASONRY CHIMNEY
137	TABLE 504.3(5) SINGLE-WALL METAL PIPE OR TYPE ASBESTOS CEMENT VENT
138	TABLE 504.3(6a) EXTERIOR MASONRY CHIMNEY TABLE 504.3(6b) EXTERIOR MASONRY CHIMNEY TABLE 504.3(6b)—continued EXTERIOR MASONRY CHIMNEY
139	TABLE 504.3(7a) EXTERIOR MASONRY CHIMNEY TABLE 504.3(7b) EXTERIOR MASONRY CHIMNEY TABLE 504.3(7b)—continued EXTERIOR MASONRY CHIMNEY
140	CHAPTER 6 SPECIFIC APPLIANCES SECTION 601 (IFGC) GENERAL SECTION 602 (IFGC) DECORATIVE APPLIANCES FOR INSTALLATION IN FIREPLACES SECTION 603 (IFGC) LOG LIGHTERS SECTION 604 (IFGC) VENTED GAS FIREPLACES (DECORATIVE APPLIANCES) SECTION 605 (IFGC) VENTED GAS FIREPLACE HEATERS SECTION 606 (IFGC) INCINERATORS AND CREMATORIES SECTION 607 (IFGC) COMMERCIAL-INDUSTRIAL INCINERATORS SECTION 608 (IFGC) VENTED WALL FURNACES
141	SECTION 609 (IFGC) FLOOR FURNACES SECTION 610 (IFGC) DUCT FURNACES SECTION 611 (IFGC) NONRECIRCULATING DIRECT-FIRED INDUSTRIAL AIR HEATERS
142	SECTION 612 (IFGC) RECIRCULATING DIRECT-FIREDINDUSTRIAL AIR HEATERS SECTION 613 (IFGC) CLOTHES DRYERS SECTION 614 (IFGC) CLOTHES DRYER EXHAUST
143	TABLE 614.9.4.1 DRYER EXHAUST DUCT FITTING EQUIVALENT LENGTH
144	SECTION 615 (IFGC) SAUNA HEATERS
145	SECTION 616 (IFGC) ENGINE AND GASTURBINE-POWERED EQUIPMENT SECTION 617 (IFGC) POOL AND SPA HEATERS SECTION 618 (IFGC) FORCED-AIR WARM-AIR FURNACES
146	SECTION 619 (IFGC) CONVERSION BURNERS SECTION 620 (IFGC) UNIT HEATERS SECTION 621 (IFGC) UNVENTED ROOM HEATERS
147	SECTION 622 (IFGC) VENTED ROOM HEATERS SECTION 623 (IFGC) COOKING APPLIANCES SECTION 624 (IFGC) WATER HEATERS
148	SECTION 625 (IFGC) REFRIGERATORS SECTION 626 (IFGC) GAS-FIRED TOILETS SECTION 627 (IFGC) AIR-CONDITIONING APPLIANCES
149	SECTION 628 (IFGC) ILLUMINATING APPLIANCES SECTION 629 (IFGC) SMALL CERAMIC KILNS SECTION 630 (IFGC) INFRARED RADIANT HEATERS SECTION 631 (IFGC) BOILERS SECTION 632 (IFGC) EQUIPMENT INSTALLED IN EXISTING UNLISTED BOILERS
150	SECTION 633 (IFGC) STATIONARY FUEL-CELL POWER SYSTEMS SECTION 634 (IFGC) GASEOUS HYDROGEN SYSTEMS SECTION 635 (IFGC)OUTDOOR DECORATIVE APPLIANCES
152	CHAPTER 7 GASEOUS HYDROGEN SYSTEMS SECTION 701 (IFGC) GENERAL SECTION 702 (IFGC) GENERAL DEFINITIONS SECTION 703 (IFGC) GENERAL REQUIREMENTS
153	SECTION 704 (IFGC) PIPING, USE AND HANDLING
154	SECTION 705 (IFGC) TESTING OF HYDROGEN PIPING SYSTEMS
155	SECTION 706 (IFGC) LOCATION OF GASEOUS HYDROGEN SYSTEMS SECTION 707 (IFGC) OPERATION AND MAINTENANCE OF GASEOUS HYDROGEN SYSTEMS SECTION 708 (IFGC) DESIGN OF LIQUEFIED HYDROGEN SYSTEMS ASSOCIATED WITH HYDROGEN VAPORIZATION OPERATIONS
156	IFGC/IFGS CHAPTER 8 REFERENCED STANDARDS ANSI
158	ASME ASSP ASTM
159	CGA CSA
160	DOTn ICC MSS NFPA
161	SMACNA UL
162	APPENDIX A (IFGS) SIZING AND CAPACITIES OF GAS PIPING SECTION A101 GENERAL PIPING CONSIDERATIONS SECTION A102 DESCRIPTION OF TABLES
163	TABLE A102.2 EQUIVALENT LENGTHS OF PIPE FITTINGS AND VALVES
164	TABLE A102.2—continued EQUIVALENT LENGTHS OF PIPE FITTINGS AND VALVES
165	TABLE A102.4 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 SECTION A103 USE OF CAPACITY TABLES
167	TABLE A103.4 THOUSANDS OF BTU/H (MBH) OF NATURAL GAS PER 100 FEET OF PIPE AT VARIOUS PRESSURE DROPS AND PIPE DIAMETERS SECTION A104 USE OF SIZING EQUATIONS
168	SECTION A105 PIPE AND TUBE DIAMETERS TABLE A105.1 SCHEDULE 40 STEEL PIPE STANDARD SIZES TABLE A105.2 COPPER TUBE STANDARD SIZES
169	SECTION A106 EXAMPLES OF PIPING SYSTEM DESIGN AND SIZING FIGURE A106.1 PIPING PLAN SHOWING A STEEL PIPING SYSTEM
170	FIGURE A106.2 PIPING PLAN SHOWING A CSST SYSTEM FIGURE A106.3 PIPING PLAN SHOWING A COPPER TUBING SYSTEM
171	FIGURE A106.4 PIPING PLAN SHOWING A MODIFICATION TO EXISTING PIPING SYSTEM
174	APPENDIX B (IFGS) SIZING OF VENTING SYSTEMS SERVING APPLIANCES EQUIPPED WITH DRAFT HOODS, CATEGORY I APPLIANCES AND APPLIANCES LISTED FOR USE WITH TYPE B VENTS SECTION B101 EXAMPLES USING SINGLE-APPLIANCE VENTING TABLES FIGURE B101.1 EXAMPLE 1— SINGLE DRAFTHOOD-EQUIPPED APPLIANCE
175	FIGURE B101.2 EXAMPLE 2—SINGLE FAN-ASSISTED APPLIANCE FIGURE B101.4(1) TYPE B DOUBLE-WALL VENT SYSTEM SERVING A SINGLE APPLIANCE WITH A TYPE B DOUBLE-WALL VENT
176	FIGURE B101.4(2 )TYPE B DOUBLE-WALL VENT SYSTEM SERVING A SINGLE APPLIANCE WITH A SINGLE-WALL METAL VENT CONNECTOR FIGURE B101.4(3) VENT SYSTEM SERVING ASINGLE APPLIANCE WITH A MASONRY CHIMNEY OF TYPE B DOUBLE-WALL VENT CONNECTOR FIGURE B101.4(5) ASBESTOS CEMENT TYPE B OR SINGLE-WALL METAL VENT SYSTEM SERVING A SINGLE DRAFT-HOOD-EQUIPPED APPLIANCE
177	SECTION B102 EXAMPLES USING COMMON VENTING TABLES FIGURE B102.1 EXAMPLE 4—COMMON VENTING TWO DRAFT-HOOD-EQUIPPED APPLIANCES
178	FIGURE B102.2 EXAMPLE 5A—COMMON VENTING A DRAFT HOOD WITH A FAN-ASSISTED FURNACE INTO A TYPE B DOUBLE-WALL COMMON VENT
179	TABLE B102.3 MASONRY CHIMNEY LINER DIMENSIONS WITH CIRCULAR EQUIVALENTSa
180	FIGURE B102.5(1) VENT SYSTEM SERVING TWO OR MORE APPLIANCES WITH TYPE B DOUBLE-WALL VENT AND TYPE BDOUBLE-WALL VENT CONNECTOR FIGURE B102.5(2) VENT SYSTEM SERVING TWO OR MORE APPLIANCES WITH TYPE B DOUBLE-WALL VENT AND SINGLE-WALL METAL VENT CONNECTORS FIGURE B102.5(3) MASONRY CHIMNEY SERVING TWO OR MORE APPLIANCES WITH TYPE B DOUBLE-WALL VENT CONNECTOR FIGURE B102.5(4) MASONRY CHIMNEY SERVING TWO OR MORE APPLIANCES WITH SINGLE-WALL METAL VENT CONNECTORS
181	FIGURE B102.5(5) ASBESTOS CEMENT TYPE B OR SINGLE-WALL METAL VENT SYSTEM SERVING TWO OR MORE DRAFT-HOOD-EQUIPPED APPLIANCES FIGURE B102.5(6) USE OF MANIFOLD COMMON VENT CONNECTOR FIGURE B102.5(7) USE OF OFFSET COMMON VENT
182	FIGURE B102.5(8) MULTISTORY GAS VENT DESIGN PROCEDURE FOR EACH SEGMENT OF SYSTEM FIGURE B102.5(9) MULTISTORY VENT SYSTEMS
183	FIGURE B102.5(10) NATIONAL FUEL GAS CODE 99-PERCENT WINTER DESIGN TEMPERATURES FOR THE CONTIGUOUS UNITED STATES
184	APPENDIX C (IFGS) EXIT TERMINALS OF MECHANICAL DRAFT AND DIRECT-VENT VENTING SYSTEMS SECTION C101 GENERAL FIGURE C101.1 EXIT TERMINALS OF MECHANICAL DRAFT AND DIRECT-VENT VENTING SYSTEMS
186	APPENDIX D (IFGS) RECOMMENDED PROCEDURE FOR SAFETY INSPECTION OF AN EXISTING APPLIANCE INSTALLATION SECTION D101 GENERAL SECTION D102 OCCUPANT AND INSPECTOR SAFETY
187	SECTION D103 GAS PIPING AND CONNECTIONS INSPECTIONS SECTION D104 INSPECTIONS TO BE PERFORMED WITH THE APPLIANCE NOT OPERATING
188	SECTION D105 INSPECTIONS TO BE PERFORMED WITH THE APPLIANCE OPERATING
189	SECTION D106 APPLIANCE-SPECIFIC INSPECTIONS
191	TABLE D106 CO THRESHOLDS TABLE D106—continued CO THRESHOLDS
192	APPENDIX E (IFGC) BOARD OF APPEALS SECTION E101 GENERAL
194	INDEX
200	ICC TRAINING
201	ICC DIGITAL PREMIUM CODES

SC FireCode 2021 1stptg

Sun, 20 Oct 2024 06:23:17 +0000

This is a fully integrated code based on the 2021 IFC. Effective date January 1, 2023

PDF Catalog

PDF Pages	PDF Title
1	2021 SOUTH CAROLINA FIRE CODE®
2	2021 SOUTH CAROLINA FIRE CODE® TITLE PAGE
3	COPYRIGHT
4	PREFACE
10	ARRANGEMENT AND FORMAT OF THE 2021 IFC
24	TABLE OF CONTENTS
34	PART I – ADMINISTRATIVE CHAPTER 1 SCOPE AND ADMINISTRATION PART 1—GENERAL PROVISIONS SECTION 101 SCOPE AND GENERAL REQUIREMENTS SECTION 102 APPLICABILITY
35	PART 2—ADMINISTRATION AND ENFORCEMENT SECTION 103 CODE COMPLIANCE AGENCY SECTION 104 DUTIES AND POWERSOF THE FIRE CODE OFFICIAL
37	SECTION 105 PERMITS
40	TABLE 105.5.9 PERMIT AMOUNTS FOR COMPRESSED GASES TABLE 105.5.11 PERMIT AMOUNTS FOR CRYOGENIC FLUIDS
42	TABLE 105.5.22 PERMIT AMOUNTS FOR HAZARDOUS MATERIALS TABLE 105.5.22—continued PERMIT AMOUNTS FOR HAZARDOUS MATERIALS
45	SECTION 106 CONSTRUCTION DOCUMENTS
46	SECTION 107 FEES SECTION 108 INSPECTIONS SECTION 109 MAINTENANCE
47	SECTION 110 SERVICE UTILITIES SECTION 111 MEANS OF APPEALS SECTION 112 VIOLATIONS
48	SECTION 113 STOP WORK ORDER SECTION 114 UNSAFE STRUCTURES OR EQUIPMENT
50	CHAPTER 2 DEFINITIONS SECTION 201 GENERAL SECTION 202 GENERAL DEFINITIONS
88	PART II – GENERAL SAFETY PROVISIONS CHAPTER 3 GENERAL REQUIREMENTS SECTION 301 GENERAL SECTION 302 DEFINITIONS SECTION 303 ASPHALT KETTLES
89	SECTION 304 COMBUSTIBLE WASTE MATERIAL SECTION 305 IGNITION SOURCES
90	SECTION 306 MOTION PICTURE PROJECTION ROOMS AND FILM SECTION 307 OPEN BURNING, RECREATIONAL FIRES AND PORTABLE OUTDOOR FIREPLACES SECTION 308 OPEN FLAMES
92	SECTION 309 POWERED INDUSTRIAL TRUCKS AND EQUIPMENT
93	SECTION 310 SMOKING SECTION 311 VACANT PREMISES
94	SECTION 312 VEHICLE IMPACT PROTECTION
95	SECTION 313 FUELED EQUIPMENT SECTION 314INDOOR DISPLAYS SECTION 315 GENERAL STORAGE
96	TABLE 315.7.6(1) SEPARATION DISTANCE BETWEEN WOOD PALLET STACKS AND BUILDINGS
97	TABLE 315.7.6(2) SEPARATION DISTANCE BETWEEN PLASTIC PALLET STACKS AND BUILDINGS TABLE 315.7.6(3) SEPARATION FROM OTHER PALLET PILES AND ON-SITE STORAGE (WOOD PALLETS) TABLE 315.7.6(4) SEPARATION FROM OTHER PALLET PILES AND ON-SITE STORAGE (PLASTIC PALLETS) SECTION 316 HAZARDS TO FIRE FIGHTERS
98	SECTION 317 LANDSCAPED ROOFS SECTION 318 LAUNDRY CARTS SECTION 319 MOBILE FOOD PREPARATION VEHICLES
100	SECTION 320 ADDITIVE MANUFACTURING (3D PRINTING)
101	SECTION 321 ARTIFICIAL COMBUSTIBLE VEGETATION
102	CHAPTER 4 EMERGENCY PLANNING AND PREPAREDNESS SECTION 401 GENERAL SECTION 402 DEFINITIONS SECTION 403 EMERGENCY PREPAREDNESS REQUIREMENTS
108	SECTION 404 FIRE SAFETY, EVACUATIONAND LOCKDOWN PLANS
109	SECTION 405 EMERGENCY EVACUATION DRILLS
110	TABLE 405.3 FIRE AND EVACUATION DRILL FREQUENCY AND PARTICIPATION SECTION 406 EMPLOYEE TRAINING ANDRESPONSE PROCEDURES
111	SECTION 407 HAZARD COMMUNICATION
112	PART III – BUILDING AND EQUIPMENT DESIGN FEATURES CHAPTER 5 FIRE SERVICE FEATURES SECTION 501 GENERAL SECTION 502 DEFINITIONS SECTION 503 FIRE APPARATUS ACCESS ROADS
114	SECTION 504 ACCESS TO BUILDING OPENINGS AND ROOFS SECTION 505 PREMISES IDENTIFICATION SECTION 506 KEY BOXES
115	SECTION 507 FIRE PROTECTION WATER SUPPLIES
116	SECTION 508 FIRE COMMAND CENTER
117	SECTION 509 FIRE PROTECTION AND UTILITY EQUIPMENT IDENTIFICATION AND ACCESS SECTION 510 EMERGENCY RESPONDER COMMUNICATION COVERAGE
122	CHAPTER 6 BUILDING SERVICES AND SYSTEMS SECTION 601 GENERAL SECTION 602 DEFINITIONS SECTION 603 ELECTRICAL EQUIPMENT, WIRING AND HAZARDS
124	SECTION 604 ELEVATOR OPERATION, MAINTENANCE AND FIRE SERVICE KEYS
125	SECTION 605 FUEL-FIRED APPLIANCES
128	SECTION 606 COMMERCIAL COOKING EQUIPMENTAND SYSTEMS
129	TABLE 606.3.3.1 COMMERCIAL COOKING SYSTEM INSPECTION FREQUENCY SECTION 607 COMMERCIAL COOKING OIL STORAGE
130	SECTION 608 MECHANICAL REFRIGERATION
132	[M] TABLE 608.18.2 MINIMUM EXHAUST RATE
133	SECTION 609 HYPERBARIC FACILITIES SECTION 610 CLOTHES DRYER EXHAUST SYSTEMS
134	CHAPTER 7 FIRE AND SMOKE PROTECTION FEATURES SECTION 701 GENERAL SECTION 702 DEFINITIONS SECTION 703 PENETRATIONS
135	SECTION 704 JOINTS AND VOIDS SECTION 705 DOOR AND WINDOW OPENINGS SECTION 706 DUCT AND AIR TRANSFER OPENINGS
136	SECTION 707 CONCEALED SPACES SECTION 708 SPRAY FIRE-RESISTANT MATERIALS AND INTUMESCENT FIRE-RESISTANT MATERIALS
138	CHAPTER 8 INTERIOR FINISH, DECORATIVE MATERIALS AND FURNISHINGS SECTION 801 GENERAL SECTION 802 DEFINITIONS SECTION 803 INTERIOR WALL AND CEILING FINISH IN EXISTING BUILDINGS
139	TABLE 803.3 INTERIOR WALL AND CEILING FINISH REQUIREMENTS BY OCCUPANCY
140	SECTION 804 INTERIOR WALL AND CEILING TRIM AND INTERIOR FLOOR FINISH IN NEW AND EXISTING BUILDINGS
141	SECTION 805 UPHOLSTERED FURNITURE AND MATTRESSES IN NEW AND EXISTING BUILDINGS
144	SECTION 806 NATURAL DECORATIVE VEGETATION IN NEW AND EXISTING BUILDINGS SECTION 807 DECORATIVE MATERIALS AND ARTIFICIAL DECORATIVE VEGETATION IN NEW AND EXISTING BUILDINGS
146	SECTION 808 FURNISHINGS OTHER THAN UPHOLSTERED FURNITURE AND MATTRESSES OR DECORATIVE MATERIALS IN NEW AND EXISTING BUILDINGS
148	CHAPTER 9 FIRE PROTECTION AND LIFE SAFETY SYSTEMS SECTION 901 GENERAL
149	TABLE 901.6.1 FIRE PROTECTION SYSTEM MAINTENANCE STANDARDS
151	SECTION 902 DEFINITIONS SECTION 903 AUTOMATIC SPRINKLER SYSTEMS
153	TABLE 903.2.5.2 GROUP H-5 SPRINKLER DESIGN CRITERIA
156	TABLE 903.2.11.6 ADDITIONAL REQUIRED FIRE PROTECTION SYSTEMS TABLE 903.2.11.6—continued ADDITIONAL REQUIRED FIRE PROTECTION SYSTEMS
159	SECTION 904 ALTERNATIVE AUTOMATICFIRE-EXTINGUISHING SYSTEMS
163	SECTION 905 STANDPIPE SYSTEMS
165	SECTION 906 PORTABLE FIRE EXTINGUISHERS
166	TABLE 906.1 ADDITIONAL REQUIRED PORTABLE FIRE EXTINGUISHERS TABLE 906.1—continued ADDITIONAL REQUIRED PORTABLE FIRE EXTINGUISHERS
167	TABLE 906.3(1) FIRE EXTINGUISHERS FOR CLASS A FIRE HAZARDS TABLE 906.3(2) FIRE EXTINGUISHERS FOR FLAMMABLE OR COMBUSTIBLE LIQUIDS WITH DEPTHS OF LESS THAN OR EQUAL TO 0.25 INCHa
168	SECTION 907 FIRE ALARM AND DETECTION SYSTEMS
178	TABLE 907.5.2.3.2 VISIBLE ALARMS
180	SECTION 908 EMERGENCY ALARM SYSTEMS SECTION 909 SMOKE CONTROL SYSTEMS
182	EQUATION 9-1 EQUATION 9-2
189	SECTION 910 SMOKE AND HEAT REMOVAL EQUATION 9-3 EQUATION 9-4
190	SECTION 911 EXPLOSION CONTROL
191	TABLE 911.1 EXPLOSION CONTROL REQUIREMENTSf
192	SECTION 912 FIRE DEPARTMENT CONNECTIONS
193	SECTION 913 FIRE PUMPS SECTION 914 FIRE PROTECTION BASED ON SPECIAL DETAILED REQUIREMENTS OF USE AND OCCUPANCY
196	TABLE 914.8.3 HANGAR FIRE SUPPRESSION REQUIREMENTS SECTION 915 CARBON MONOXIDE DETECTION
198	SECTION 916 GAS DETECTION SYSTEMS
199	SECTION 917 MASS NOTIFICATION SYSTEMS
200	CHAPTER 10 MEANS OF EGRESS SECTION 1001 ADMINISTRATION SECTION 1002 DEFINITIONS
201	SECTION 1003 GENERAL MEANS OF EGRESS
202	SECTION 1004 OCCUPANT LOAD BE] TABLE 1004.5 MAXIMUM FLOOR AREA ALLOWANCES PER OCCUPANT
203	BE] TABLE 1004.5—continued MAXIMUM FLOOR AREA ALLOWANCES PER OCCUPANT
204	SECTION 1005 MEANS OF EGRESS SIZING
205	SECTION 1006 NUMBERS OF EXITS ANDEXIT ACCESS DOORWAYS
206	BE] TABLE 1006.2.1 SPACES WITH ONE EXIT OR EXIT ACCESS DOORWAY
207	[BE] TABLE 1006.3.3 MINIMUM NUMBER OF EXITS OR ACCESS TO EXITS PER STORY BE] TABLE 1006.3.4(1) STORIES WITH ONE EXIT OR ACCESS TO ONE EXIT FOR R-2 OCCUPANCIES
208	[BE] TABLE 1006.3.4(2) STORIES WITH ONE EXIT OR ACCESS TO ONE EXIT FOR OTHER OCCUPANCIES SECTION 1007 EXIT AND EXIT ACCESS DOORWAY CONFIGURATION SECTION 1008 MEANS OF EGRESS ILLUMINATION
209	SECTION 1009 ACCESSIBLE MEANS OF EGRESS
212	SECTION 1010 DOORS, GATES AND TURNSTILES
219	[BE] TABLE 1010.3.1(1) MAXIMUM DOOR SPEED MANUAL REVOLVING DOORS
220	[BE] TABLE 1010.3.1(2) MAXIMUM DOOR SPEED AUTOMATIC OR POWER-OPERATED REVOLVING DOORS
222	SECTION 1011 STAIRWAYS
226	SECTION 1012 RAMPS
227	SECTION 1013 EXIT SIGNS
228	SECTION 1014 HANDRAILS
229	SECTION 1015 GUARDS
231	SECTION 1016 EXIT ACCESS
232	SECTION 1017 EXIT ACCESS TRAVEL DISTANCE BE] TABLE 1017.2 EXIT ACCESS TRAVEL DISTANCEa
233	SECTION 1018 AISLES SECTION 1019 EXIT ACCESS STAIRWAYS AND RAMPS
234	SECTION 1020 CORRIDORS [BE] TABLE 1020.2 CORRIDOR FIRE-RESISTANCE RATING [BE] TABLE 1020.3 MINIMUM CORRIDOR WIDTH
235	SECTION 1021 EGRESS BALCONIES SECTION 1022 EXITS
236	SECTION 1023 INTERIOR EXIT STAIRWAYS AND RAMPS
238	SECTION 1024 EXIT PASSAGEWAYS
239	SECTION 1025 LUMINOUS EGRESS PATH MARKINGS
240	SECTION 1026 HORIZONTAL EXITS
241	SECTION 1027 EXTERIOR EXIT STAIRWAYS AND RAMPS
242	SECTION 1028 EXIT DISCHARGE
243	SECTION 1029 EGRESS COURTS SECTION 1030 ASSEMBLY
244	[BE] TABLE 1030.6.2 CAPACITY FOR AISLES FOR SMOKE-PROTECTED ASSEMBLY
248	[BE] TABLE 1030.13.2.1 SMOKE-PROTECTED OR OPEN-AIR ASSEMBLY AISLE ACCESSWAYS
250	SECTION 1031 EMERGENCY ESCAPE AND RESCUE
251	SECTION 1032 MAINTENANCE OF THE MEANS OF EGRESS
254	CHAPTER 11 CONSTRUCTION REQUIREMENTS FOR EXISTING BUILDINGS SECTION 1101 GENERAL SECTION 1102 DEFINITIONS SECTION 1103 FIRE SAFETY REQUIREMENTS FOR EXISTING BUILDINGS
255	TABLE 1103.1 OCCUPANCY AND USE REQUIREMENTSa
261	SECTION 1104 MEANS OF EGRESS FOR EXISTING BUILDINGS
263	TABLE 1104.9 REVOLVING DOOR SPEEDS
265	TABLE 1104.18 COMMON PATH, DEAD-END AND TRAVEL DISTANCE LIMITS (by occupancy)
266	SECTION 1105 CONSTRUCTION REQUIREMENTS FOR EXISTING GROUP I-2
267	TABLE 1105.3 FLOOR LEVEL LIMITATIONS FOR GROUP I-2, CONDITION 2 TABLE 1105.4 INCIDENTAL USES IN EXISTING GROUP I-2 OCCUPANCIES
270	SECTION 1106 REQUIREMENTS FOR OUTDOOR OPERATIONS
272	CHAPTER 12 ENERGY SYSTEMS SECTION 1201 GENERAL SECTION 1202 DEFINITIONS SECTION 1203 EMERGENCY AND STANDBY POWER SYSTEMS
274	SECTION 1204 PORTABLE GENERATORS
275	SECTION 1205 SOLAR PHOTOVOLTAIC POWER SYSTEMS
276	FIGURE 1205.4.1(1) LABEL FOR SOLAR PV SYSTEMS THAT REDUCE SHOCK HAZARD WITHIN ARRAY AND SHUT DOWN CONDUCTORS LEAVING ARRAY
277	FIGURE 1205.4.1(2) LABEL FOR SOLAR PV SYSTEMS THAT ONLY SHUT DOWN CONDUCTORS LEAVING THE ARRAY SECTION 1206 STATIONARY FUEL CELL POWER SYSTEMS
278	SECTION 1207 ELECTRICAL ENERGY STORAGE SYSTEMS (ESS) TABLE 1207.1.1 ENERGY STORAGE SYSTEM (ESS) THRESHOLD QUANTITIES
283	TABLE 1207.5 MAXIMUM ALLOWABLE QUANTITIES OFELECTROCHEMICAL ESS
284	TABLE 1207.6 ELECTROCHEMICAL ESS TECHNOLOGY-SPECIFIC REQUIREMENTS
286	TABLE 1207.7 INDOOR ESS INSTALLATIONS
287	TABLE 1207.8 OUTDOOR ESS INSTALLATIONSa
288	TABLE 1207.9 SPECIAL ESS INSTALLATIONS
289	TABLE 1207.10 MOBILE ENERGY STORAGE SYSTEMS (ESS)
292	CHAPTERS 13 through 19 RESERVED
294	PART IV – SPECIAL OCCUPANCIES AND OPERATIONS CHAPTER 20 AVIATION FACILITIES SECTION 2001 GENERAL SECTION 2002 DEFINITIONS SECTION 2003 GENERAL PRECAUTIONS SECTION 2004 AIRCRAFT MAINTENANCE
295	SECTION 2005 PORTABLE FIRE EXTINGUISHERS SECTION 2006 AIRCRAFT FUELING
300	SECTION 2007 HELISTOPS AND HELIPORTS
302	CHAPTER 21 DRY CLEANING SECTION 2101 GENERAL SECTION 2102 DEFINITIONS SECTION 2103 CLASSIFICATIONS SECTION 2104 GENERAL REQUIREMENTS
303	SECTION 2105 OPERATING REQUIREMENTS EQUATION 21-1 SECTION 2106 SPOTTING AND PRETREATING
304	SECTION 2107 DRY CLEANING SYSTEMS SECTION 2108 FIRE PROTECTION
306	CHAPTER 22 COMBUSTIBLE DUST-PRODUCING OPERATIONS SECTION 2201 GENERAL SECTION 2202 DEFINITIONS SECTION 2203 DUST EXPLOSION PREVENTION TABLE 2203.1 CRITICAL DEPTH LAYER
307	TABLE 2203.3.1.2 MINIMUM CONVEYING VELOCITIES
309	SECTION 2204 DUST EXPLOSION SCREENING TESTS SECTION 2205 STANDARDS TABLE 2205.1 EXPLOSION PROTECTION STANDARDS
310	CHAPTER 23 MOTOR FUEL-DISPENSING FACILITIES AND REPAIR GARAGES SECTION 2301 GENERAL SECTION 2302 DEFINITIONS SECTION 2303 LOCATION OF DISPENSING DEVICES
311	SECTION 2304 DISPENSING OPERATIONS
312	SECTION 2305 OPERATIONAL REQUIREMENTS
313	SECTION 2306 FLAMMABLE AND COMBUSTIBLE LIQUID MOTOR FUEL-DISPENSING FACILITIES TABLE 2306.2.3 MINIMUM SEPARATION REQUIREMENTS FOR ABOVE-GROUND TANKS
317	SECTION 2307 LIQUEFIED PETROLEUM GAS MOTOR FUEL-DISPENSING FACILITIES
318	SECTION 2308 COMPRESSED NATURAL GAS MOTOR FUEL-DISPENSING FACILITIES
320	TABLE 2308.8.1.2.3 SEPARATION DISTANCE FOR ATMOSPHERIC VENTING OF CNG SECTION 2309 HYDROGEN MOTOR FUEL-DISPENSING ANDGENERATION FACILITIES
322	SECTION 2310 MARINE MOTOR FUEL-DISPENSING FACILITIES
323	SECTION 2311 REPAIR GARAGES
324	TABLE 2311.6.2 TEMPERATURE COMPENSATED CYLINDER PRESSURE TABLEa
328	CHAPTER 24 FLAMMABLE FINISHES SECTION 2401 GENERAL SECTION 2402 DEFINITIONS SECTION 2403 PROTECTION OF OPERATIONS
330	SECTION 2404 SPRAY FINISHING
334	SECTION 2405 DIPPING OPERATIONS
335	SECTION 2406 POWDER COATING
336	SECTION 2407 ELECTROSTATIC APPARATUS
337	SECTION 2408 ORGANIC PEROXIDES AND DUAL-COMPONENT COATINGS SECTION 2409 INDOOR MANUFACTURING OF REINFORCED PLASTICS
338	SECTION 2410 FLOOR SURFACING AND FINISHING OPERATIONS
340	CHAPTER 25 FRUIT AND CROP RIPENING SECTION 2501 GENERAL SECTION 2502 DEFINITIONS SECTION 2503 ETHYLENE GAS SECTION 2504 SOURCES OF IGNITION SECTION 2505 COMBUSTIBLE WASTE SECTION 2506 ETHYLENE GENERATORS SECTION 2507 WARNING SIGNS
342	CHAPTER 26 FUMIGATION AND INSECTICIDAL FOGGING SECTION 2601 GENERAL SECTION 2602 DEFINITIONS SECTION 2603 FIRE SAFETY REQUIREMENTS
344	CHAPTER 27 SEMICONDUCTOR FABRICATION FACILITIES SECTION 2701GENERAL SECTION 2702 DEFINITIONS SECTION 2703 GENERAL SAFETY PROVISIONS
348	SECTION 2704 STORAGE
349	SECTION 2705 USE AND HANDLING
350	TABLE 2704.2.2.1 QUANTITY LIMITS FOR HAZARDOUS MATERIALS IN A SINGLE FABRICATION AREA IN GROUP H-5a
351	TABLE 2704.2.2.1—continued QUANTITY LIMITS FOR HAZARDOUS MATERIALS IN A SINGLE FABRICATION AREA IN GROUP H-5a
352	TABLE 2705.2.2 MAXIMUM QUANTITIES OF HPM AT A WORKSTATIONd
354	CHAPTER 28 LUMBER YARDS AND AGRO-INDUSTRIAL, SOLID BIOMASS AND WOODWORKING FACILITIES SECTION 2801 GENERAL SECTION 2802 DEFINITIONS SECTION 2803 GENERAL REQUIREMENTS
355	SECTION 2804 FIRE PROTECTION SECTION 2805 PLYWOOD, VENEER AND COMPOSITE BOARD MILLS SECTION 2806 LOG STORAGE AREAS SECTION 2807 STORAGE OF WOOD CHIPS AND HOGGED MATERIALS ASSOCIATED WITH TIMBER AND LUMBER PRODUCTION FACILITIES
356	SECTION 2808 STORAGE AND PROCESSING OF WOOD CHIPS, HOGGED MATERIALS, FINES, COMPOST, SOLID BIOMASS FEEDSTOCK AND RAW PRODUCT ASSOCIATED WITH YARD WASTE, AGROINDUSTRIAL AND RECYCLING FACILITIES SECTION 2809 EXTERIOR STORAGE OF FINISHED LUMBER AND SOLID BIOFUEL PRODUCTS
357	SECTION 2810 OUTDOOR STORAGE OF PALLETS AT PALLET MANUFACTURING AND RECYCLING FACILITIES
358	CHAPTER 29 MANUFACTURE OF ORGANIC COATINGS SECTION 2901 GENERAL SECTION 2902 DEFINITION SECTION 2903 GENERAL PRECAUTIONS SECTION 2904 ELECTRICAL EQUIPMENT AND PROTECTION
359	SECTION 2905 PROCESS STRUCTURES SECTION 2906 PROCESS MILLS AND KETTLES SECTION 2907 PROCESS PIPING
360	SECTION 2908 RAW MATERIALS IN PROCESS AREAS SECTION 2909 RAW MATERIALS AND FINISHED PRODUCTS
362	CHAPTER 30 INDUSTRIAL OVENS SECTION 3001 GENERAL SECTION 3002 DEFINITIONS SECTION 3003 LOCATION SECTION 3004 FUEL PIPING SECTION 3005 INTERLOCKS SECTION 3006 FIRE PROTECTION
363	SECTION 3007 OPERATION AND MAINTENANCE
364	CHAPTER 31 TENTS, TEMPORARY SPECIAL EVENT STRUCTURES AND OTHER MEMBRANE STRUCTURES SECTION 3101 GENERAL SECTION 3102 DEFINITIONS SECTION 3103 TEMPORARY TENTS ANDMEMBRANE STRUCTURES
366	TABLE 3103.12.2 MINIMUM NUMBER OF MEANS OF EGRESS AND MEANS OF EGRESS WIDTHS FROM TEMPORARY MEMBRANE STRUCTURES AND TENTS
367	SECTION 3104 TEMPORARY AND PERMANENT TENTS ANDMEMBRANE STRUCTURES SECTION 3105 TEMPORARY SPECIAL EVENT STRUCTURES
368	SECTION 3106 OUTDOOR ASSEMBLY EVENTS
369	SECTION 3107 OPERATIONAL REQUIREMENTS
372	CHAPTER 32 HIGH-PILED COMBUSTIBLE STORAGE SECTION 3201 GENERAL
373	SECTION 3202 DEFINITIONS SECTION 3203 COMMODITY CLASSIFICATION
374	TABLE 3203.8 EXAMPLES OF COMMODITY CLASSIFICATION
375	TABLE 3203.8—continued EXAMPLES OF COMMODITY CLASSIFICATION
376	TABLE 3203.8—continued EXAMPLES OF COMMODITY CLASSIFICATION
377	TABLE 3203.8—continued EXAMPLES OF COMMODITY CLASSIFICATION
378	TABLE 3203.8—continued EXAMPLES OF COMMODITY CLASSIFICATION
379	TABLE 3203.8—continued EXAMPLES OF COMMODITY CLASSIFICATION
380	TABLE 3203.8—continued EXAMPLES OF COMMODITY CLASSIFICATION
381	FIGURE 3203.9(1) EVALUATION OF CARTONED COMMODITIES CONTAINING GROUP A PLASTICS FIGURE 3203.9(2) EVALUATION OF EXPOSED COMMODITIES CONTAINING GROUP A PLASTICS
382	EQUATION 32-1 EQUATION 32-2 EQUATION 32-3 SECTION 3204 DESIGNATION OF HIGH-PILED STORAGE AREAS
383	SECTION 3205 HOUSEKEEPING AND MAINTENANCE SECTION 3206 GENERAL FIRE PROTECTION AND LIFE SAFETY FEATURES
384	TABLE 3206.2 GENERAL FIRE PROTECTION AND LIFE SAFETY REQUIREMENTS
386	SECTION 3207 SOLID-PILED AND SHELF STORAGE SECTION 3208 RACK STORAGE
387	TABLE 3208.3 REQUIRED FLUE SPACES FOR RACK STORAGE SECTION 3209 AUTOMATED STORAGE
388	SECTION 3210 SPECIALTY STORAGE
390	CHAPTER 33 FIRE SAFETY DURING CONSTRUCTION AND DEMOLITION SECTION 3301 GENERAL SECTION 3302 DEFINITIONS SECTION 3303 OWNER’S RESPONSIBILITYFOR FIRE PROTECTION
391	SECTION 3304 TEMPORARY HEATING EQUIPMENT
392	SECTION 3305 PRECAUTIONS AGAINST FIRE
393	SECTION 3306 FLAMMABLE AND COMBUSTIBLE LIQUIDS SECTION 3307 FLAMMABLE GASES SECTION 3308 EXPLOSIVE MATERIALS SECTION 3309 PORTABLE GENERATORS SECTION 3310 FIRE REPORTING SECTION 3311 ACCESS FOR FIRE FIGHTING
394	SECTION 3312 MEANS OF EGRESS SECTION 3313 WATER SUPPLY FOR FIRE PROTECTION SECTION 3314 STANDPIPES
395	SECTION 3315 AUTOMATIC SPRINKLER SYSTEM SECTION 3316 PORTABLE FIRE EXTINGUISHERS SECTION 3317 MOTORIZED CONSTRUCTION EQUIPMENT SECTION 3318 SAFEGUARDING ROOFING OPERATIONS
396	CHAPTER 34 TIRE REBUILDING AND TIRE STORAGE SECTION 3401 GENERAL SECTION 3402 DEFINITIONS SECTION 3403 TIRE REBUILDING SECTION 3404 PRECAUTIONS AGAINST FIRE SECTION 3405 OUTDOOR STORAGE
397	SECTION 3406 FIRE DEPARTMENT ACCESS SECTION 3407 FENCING SECTION 3408 FIRE PROTECTION SECTION 3409 INDOOR STORAGE ARRANGEMENT
398	CHAPTER 35 WELDING AND OTHER HOT WORK SECTION 3501 GENERAL SECTION 3502 DEFINITIONS SECTION 3503 GENERAL REQUIREMENTS SECTION 3504 FIRE SAFETY REQUIREMENTS
399	SECTION 3505 GAS WELDING AND CUTTING
400	SECTION 3506 ELECTRIC ARC HOT WORK SECTION 3507 CALCIUM CARBIDE SYSTEMS SECTION 3508 ACETYLENE GENERATORS
401	SECTION 3509 PIPING MANIFOLDS AND HOSE SYSTEMS FOR FUEL GASES AND OXYGEN SECTION 3510 HOT WORK ON FLAMMABLE AND COMBUSTIBLE LIQUID STORAGE TANKS
402	CHAPTER 36 MARINAS SECTION 3601 SCOPE SECTION 3602 DEFINITIONS SECTION 3603 GENERAL PRECAUTIONS SECTION 3604 FIRE PROTECTION EQUIPMENT
403	SECTION 3605 MARINE MOTOR FUEL-DISPENSING FACILITIES
404	CHAPTER 37 COMBUSTIBLE FIBERS SECTION 3701 GENERAL SECTION 3702 DEFINITIONS SECTION 3703 GENERAL PRECAUTIONS SECTION 3704 LOOSE FIBER STORAGE
405	SECTION 3705 BALED STORAGE
406	CHAPTER 38 HIGHER EDUCATION LABORATORIES SECTION 3801 GENERAL SECTION 3802 DEFINITIONS SECTION 3803 GENERAL SAFETY PROVISIONS
407	SECTION 3804 LABORATORY SUITE CONSTRUCTION TABLE 3804.1.1 DESIGN AND NUMBER OF LABORATORY SUITES PER FLOOR
408	SECTION 3805 NONSPRINKLERED LABORATORIES
409	TABLE 3805.4 DESIGN AND NUMBER OF CONTROL AREAS IN EXISTING NONSPRINKLERED LABORATORIES SECTION 3806 EXISTING SPRINKLERED LABORATORIES TABLE 3806.2.1 DESIGN AND NUMBER OF CONTROL AREAS IN EXISTING SPRINKLERED LABORATORIES
410	CHAPTER 39 PROCESSING AND EXTRACTION FACILITIES SECTION 3901 GENERAL SECTION 3902 DEFINITIONS SECTION 3903 PROCESSING AND EXTRACTION SECTION 3904 SYSTEMS AND EQUIPMENT
411	SECTION 3905 SAFETY SYSTEMS
414	CHAPTER 40 STORAGE OF DISTILLED SPIRITS AND WINES SECTION 4001 GENERAL SECTION 4002 DEFINITIONS SECTION 4003 PRECAUTIONS AGAINST FIRE
415	SECTION 4004 STORAGE SECTION 4005 FIRE PROTECTION SECTION 4006 SIGNAGE
416	CHAPTERS 41 through 49 RESERVED
418	PART V – HAZARDOUS MATERIALS CHAPTER 50 HAZARDOUS MATERIALS—GENERAL PROVISIONS SECTION 5001 GENERAL
421	SECTION 5002 DEFINITIONS SECTION 5003 GENERAL REQUIREMENTS
422	5003.1.1(1) MAXIMUM ALLOWABLE QUANTITY PER CONTROL AREA OF HAZARDOUS MATERIALS POSING A PHYSICAL HAZARDa
423	TABLE 5003.1.1(1)—continued MAXIMUM ALLOWABLE QUANTITY PER CONTROL AREA OF HAZARDOUS MATERIALS POSING A PHYSICAL HAZARDa,
424	TABLE 5003.1.1(1)—continued MAXIMUM ALLOWABLE QUANTITY PER CONTROL AREA OF HAZARDOUS MATERIALS POSING A PHYSICAL HAZARDa
425	5003.1.1(2) MAXIMUM ALLOWABLE QUANTITY PER CONTROL AREA OF HAZARDOUS MATERIALS POSING A HEALTH HAZARDa
426	TABLE 5003.1.1(3) MAXIMUM ALLOWABLE QUANTITY PER CONTROL AREA OF HAZARDOUS MATERIALS POSING A PHYSICAL HAZARD IN AN OUTDOOR CONTROL AREAa
427	TABLE 5003.1.1(4) MAXIMUM ALLOWABLE QUANTITY PER CONTROL AREA OF HAZARDOUS MATERIALS POSING A HEALTH HAZARD IN AN OUTDOOR CONTROL AREAa
431	TABLE 5003.8.2 DETACHED BUILDING REQUIRED TABLE 5003.8.3.2 DESIGN AND NUMBER OF CONTROL AREAS
435	TABLE 5003.11.1 MAXIMUM ALLOWABLE QUANTITY PER INDOOR AND OUTDOOR CONTROL AREA IN GROUP M AND S OCCUPANCIES—NONFLAMMABLE SOLIDS, NONFLAMMABLE AND NONCOMBUSTIBLE LIQUIDSd
436	SECTION 5004 STORAGE
437	TABLE 5004.2.2 REQUIRED SECONDARY CONTAINMENT—HAZARDOUS MATERIAL SOLIDS AND LIQUIDS STORAGE
439	SECTION 5005 USE, DISPENSING AND HANDLING
441	TABLE 5005.2.1.4 REQUIRED SECONDARY CONTAINMENT—HAZARDOUS MATERIAL LIQUIDS USE
444	CHAPTER 51 AEROSOLS SECTION 5101 GENERAL SECTION 5102 DEFINITIONS SECTION 5103 CLASSIFICATION OF AEROSOL PRODUCTS TABLE 5103.1 CLASSIFICATION OF AEROSOL PRODUCTS SECTION 5104 INSIDE STORAGE OF AEROSOL PRODUCTS
445	TABLE 5104.3.1 NONSEGREGATED STORAGE OF LEVEL 2 AND 3 AEROSOL PRODUCTS IN GENERAL PURPOSE WAREHOUSESb
446	TABLE 5104.3.2 SEGREGATED STORAGE OF LEVEL 2 AND 3 AEROSOL PRODUCTS AND PLASTIC AEROSOL 3 PRODUCTS IN GENERAL PURPOSE WAREHOUSES TABLE 5104.3.2.2 SEGREGATED STORAGE AISLE WIDTHS AND DISTANCE TO AISLES IN GENERAL PURPOSE WAREHOUSES
447	TABLE 5104.7 MAXIMUM QUANTITIES OF LEVEL 2 AND 3 AEROSOL PRODUCTS, AEROSOL COOKING SPRAY PRODUCTS AND PLASTIC AEROSOL 3 PRODUCTS IN RETAIL STORAGE AREAS SECTION 5105 OUTSIDE STORAGE TABLE 5105.1 DISTANCE TO EXPOSURES FOR OUTSIDE STORAGE OF LEVEL 2 AND 3 AEROSOL PRODUCTS AND PLASTIC AEROSOL 3 PRODUCTS
448	SECTION 5106 RETAIL DISPLAY TABLE 5106.2.1 MAXIMUM QUANTITIES OF LEVEL 2 AND 3 AEROSOL PRODUCTS, AEROSOL COOKING SPRAY PRODUCTS AND PLASTIC AEROSOL 3 PRODUCTS IN RETAIL DISPLAY AREAS
449	TABLE 5106.4 MAXIMUM STORAGE QUANTITIES FOR STORAGE AREAS ADJACENT TO RETAIL DISPLAY OF LEVEL 2 AND 3 AEROSOL PRODUCTS AND PLASTIC AEROSOL 3 PRODUCTS SECTION 5107 MANUFACTURING FACILITIES
450	CHAPTER 52 RESERVED
452	CHAPTER 53 COMPRESSED GASES SECTION 5301 GENERAL SECTION 5302 DEFINITIONS SECTION 5303 GENERAL REQUIREMENTS
456	SECTION 5304STORAGE OF COMPRESSED GASES SECTION 5305 USE AND HANDLING OF COMPRESSED GASES
457	SECTION 5306 MEDICAL GASES SECTION 5307 COMPRESSED GASESNOT OTHERWISE REGULATED
460	CHAPTER 54 CORROSIVE MATERIALS SECTION 5401 GENERAL SECTION 5402 DEFINITION SECTION 5403 GENERAL REQUIREMENTS SECTION 5404 STORAGE SECTION 5405 USE
462	CHAPTER 55 CRYOGENIC FLUIDS SECTION 5501 GENERAL SECTION 5502 DEFINITIONS SECTION 5503 GENERAL REQUIREMENTS
464	SECTION 5504 STORAGE TABLE 5504.3.1.1 SEPARATION OF STATIONARY CONTAINERS FROM EXPOSURE HAZARDS
465	TABLE 5504.3.1.2.1 SEPARATION OF PORTABLE CONTAINERS FROM EXPOSURE HAZARDS SECTION 5505 USE AND HANDLING
468	CHAPTER 56 EXPLOSIVES AND FIREWORKS SECTION 5601 GENERAL
470	TABLE 5601.8.1(1) APPLICATION OF QUANTITY-DISTANCE (Q-D) TABLES—DIVISION 1.1, 1.2 AND 1.5 EXPLOSIVES TABLE 5601.8.1(2) APPLICATION OF QUANTITY-DISTANCE (Q-D) TABLES—DIVISION 1.3 EXPLOSIVESa TABLE 5601.8.1(3) APPLICATION OF QUANTITY-DISTANCE (Q-D) TABLES—DIVISION 1.4 EXPLOSIVESa
471	SECTION 5602 DEFINITIONS
472	SECTION 5603 RECORD KEEPING AND REPORTING SECTION 5604 EXPLOSIVE MATERIALSSTORAGE AND HANDLING
473	TABLE 5604.3 STORAGE AMOUNTS AND MAGAZINE REQUIREMENTS FOR EXPLOSIVES, EXPLOSIVE MATERIALS AND FIREWORKS, 1.3G MAXIMUM ALLOWABLE QUANTITY PER CONTROL AREA
474	TABLE 5604.5.2(1) AMERICAN TABLE OF DISTANCES FOR STORAGE OF EXPLOSIVES AS APPROVED BY THE INSTITUTE OF MAKERS OF EXPLOSIVES AND REVISED JUNE 1991a
475	TABLE 5604.5.2(1)—continued AMERICAN TABLE OF DISTANCES FOR STORAGE OF EXPLOSIVES ASAPPROVED BY THE INSTITUTE OF MAKERS OF EXPLOSIVES AND REVISED JUNE 1991a
476	TABLE 5604.5.2(2) TABLE OF DISTANCES (Q-D) FOR BUILDINGS AND MAGAZINES CONTAINING EXPLOSIVES—DIVISION 1.3 MASS-FIRE HAZARDa TABLE 5604.5.2(3) TABLE OF DISTANCES (Q-D) FOR BUILDINGS AND MAGAZINES CONTAINING EXPLOSIVES—DIVISION 1.4c
478	SECTION 5605 MANUFACTURE, ASSEMBLY AND TESTING OF EXPLOSIVES, EXPLOSIVE MATERIALS AND FIREWORKS
479	TABLE 5605.3 MINIMUM INTRALINE (INTRAPLANT) SEPARATION DISTANCES (ILD OR IPD) BETWEEN BARRICADED OPERATING BUILDINGS CONTAINING EXPLOSIVES—DIVISION 1.1, 1.2 OR 1.5MASS-EXPLOSION HAZARDa TABLE 5605.3—continued MINIMUM INTRALINE (INTRAPLANT) SEPARATION DISTANCES(ILD OR IPD) BETWEEN BARRICADED OPERATING BUILDINGS CONTAINING EXPLOSIVES— DIVISION 1.1, 1.2 OR 1.5MASS-EXPLOSION HAZARDa
481	SECTION 5606 SMALL ARMS AMMUNITION AND SMALL ARMS AMMUNITION COMPONENTS
483	SECTION 5607 BLASTING
484	SECTION 5608 FIREWORKS DISPLAY
485	SECTION 5609 TEMPORARY STORAGE OF CONSUMER FIREWORKS
486	CHAPTER 57 FLAMMABLE AND COMBUSTIBLE LIQUIDS SECTION 5701 GENERAL SECTION 5702 DEFINITIONS
487	SECTION 5703 GENERAL REQUIREMENTS
488	TABLE 5703.1.1 CLASS I ELECTRICAL EQUIPMENT LOCATIONSa
489	TABLE 5703.1.1—continued CLASS I ELECTRICAL EQUIPMENT LOCATIONSa TABLE 5703.6.2 PIPING STANDARDS
491	SECTION 5704 STORAGE
502	TABLE 5704.3.4.1 MAXIMUM ALLOWABLE QUANTITY PER CONTROL AREA OF FLAMMABLE AND COMBUSTIBLE LIQUIDS IN WHOLESALE AND RETAIL SALES OCCUPANCIESa
503	TABLE 5704.3.6.3(1) MAXIMUM STORAGE HEIGHT IN CONTROL AREA
504	TABLE 5704.3.6.3(2) STORAGE ARRANGEMENTS FOR PALLETIZED OR SOLID-PILE STORAGE IN LIQUID STORAGE ROOMS AND WAREHOUSES TABLE 5704.3.6.3(3) STORAGE ARRANGEMENTS FOR RACK STORAGE IN LIQUID STORAGE ROOMS AND WAREHOUSES
505	TABLE 5704.3.6.3(4) AUTOMATIC SPRINKLER PROTECTION FOR SOLID-PILE AND PALLETIZED STORAGEOF LIQUIDS IN METAL CONTAINERS AND PORTABLE TANKS
506	TABLE 5704.3.6.3(5) AUTOMATIC SPRINKLER PROTECTION REQUIREMENTS FOR RACK STORAGE OF LIQUIDS IN METAL CONTAINERS OF 5-GALLON CAPACITY OR LESS WITH OR WITHOUT CARTONS ON CONVENTIONAL WOOD PALLETSa
507	TABLE 5704.3.6.3(6) AUTOMATIC SPRINKLER PROTECTION REQUIREMENTS FOR RACK STORAGE OF LIQUIDS IN METAL CONTAINERS GREATER THAN 5-GALLON CAPACITY
508	TABLE 5704.3.6.3(7) AUTOMATIC AFFF WATER PROTECTION REQUIREMENTS FOR RACK STORAGE OF LIQUIDS IN METAL CONTAINERS GREATER THAN 5-GALLON CAPACITYa TABLE 5704.3.6.3(8) AUTOMATIC SPRINKLER PROTECTION REQUIREMENTS FOR CLASS I LIQUID STORAGE IN METAL CONTAINERS OF 1-GALLON CAPACITY OR LESS WITH UNCARTONED OR CASE-CUT SHELF DISPLAY UP TO 6.5 FEET, AND PALLETIZED STORAGE ABOVE IN A DOUBLE-ROW RACK ARRAYa
509	TABLE 5704.3.7.5.1 AUTOMATIC AFFF-WATER PROTECTION REQUIREMENTS FOR SOLID-PILE AND PALLETIZED STORAGE OF LIQUIDS IN METAL CONTAINERS OF 5-GALLON CAPACITY OR LESSa
510	TABLE 5704.4.2 OUTDOOR LIQUID STORAGE IN CONTAINERS AND PORTABLE TANKS
511	SECTION 5705 DISPENSING, USE, MIXING AND HANDLING
512	TABLE 5705.3.4(1) SEPARATION OF PROCESSING VESSELS FROM LOT LINES TABLE 5705.3.4(2) REFERENCE TABLE FOR USE WITH TABLE 5705.3.4
515	TABLE 5705.3.8.2 MAXIMUM ALLOWABLE QUANTITIES FORDISPENSING FLAMMABLE AND COMBUSTIBLELIQUIDS IN OUTDOOR CONTROL AREASa
517	SECTION 5706 SPECIAL OPERATIONS
526	SECTION 5707 ON-DEMAND MOBILE FUELING OPERATIONS
530	CHAPTER 58 FLAMMABLE GASES AND FLAMMABLE CRYOGENIC FLUIDS SECTION 5801GENERAL SECTION 5802 DEFINITIONS SECTION 5803 GENERAL REQUIREMENTS
531	SECTION 5804 STORAGE SECTION 5805 USE SECTION 5806 FLAMMABLE CRYOGENIC FLUIDS
532	SECTION 5807 METAL HYDRIDE STORAGE SYSTEMS
533	SECTION 5808 HYDROGEN FUEL GAS ROOMS
536	CHAPTER 59 FLAMMABLE SOLIDS SECTION 5901 GENERAL SECTION 5902 DEFINITIONS SECTION 5903 GENERAL REQUIREMENTS SECTION 5904 STORAGE SECTION 5905 USE SECTION 5906MAGNESIUM
540	CHAPTER 60 HIGHLY TOXIC AND TOXIC MATERIALS SECTION 6001 GENERAL SECTION 6002 DEFINITIONS SECTION 6003 HIGHLY TOXIC AND TOXIC SOLIDS AND LIQUIDS
541	SECTION 6004 HIGHLY TOXIC AND TOXIC COMPRESSED GASES
544	TABLE 6004.2.2.7.5 RATE OF RELEASE FOR CYLINDERS AND PORTABLE TANKS
546	SECTION 6005 OZONE GAS GENERATORS
548	CHAPTER 61 LIQUEFIED PETROLEUM GASES SECTION 6101 GENERAL SECTION 6102 DEFINITIONS SECTION 6103 INSTALLATION OF EQUIPMENT
549	SECTION 6104 LOCATION OF LP-GAS CONTAINERS SECTION 6105 PROHIBITED USE OF LP-GAS SECTION 6106 DISPENSING AND OVERFILLING SECTION 6107 SAFETY PRECAUTIONS AND DEVICES
550	TABLE 6104.3 LOCATION OF LP-GAS CONTAINERS
551	SECTION 6108 FIRE PROTECTION SECTION 6109 STORAGE OF PORTABLE LP-GAS CONTAINERS AWAITING USE OR RESALE
552	TABLE 6109.12 SEPARATION FROM EXPOSURES OF LP-GAS CONTAINERS AWAITING USE, RESALE OR EXCHANGE STORED OUTSIDE OF BUILDINGS SECTION 6110 LP-GAS CONTAINERS NOT IN SERVICE
553	SECTION 6111 PARKING AND GARAGING OFLP-GAS TANK VEHICLES
554	CHAPTER 62 ORGANIC PEROXIDES SECTION 6201 GENERAL SECTION 6202 DEFINITION SECTION 6203 GENERAL REQUIREMENTS SECTION 6204 STORAGE
555	TABLE 6204.1.2 ORGANIC PEROXIDES—DISTANCE TO EXPOSURES FROM DETACHED STORAGE BUILDINGS OR OUTDOOR STORAGE AREAS TABLE 6204.1.7 STORAGE OF ORGANIC PEROXIDES
556	SECTION 6205 USE
558	CHAPTER 63 OXIDIZERS, OXIDIZING GASES AND OXIDIZING CRYOGENIC FLUIDS SECTION 6301 GENERAL SECTION 6302 DEFINITIONS SECTION 6303 GENERAL REQUIREMENTS
559	TABLE 6303.1.4 STORAGE OF CLASS 1, 2 AND 3 OXIDIZER LIQUIDS AND SOLIDS SECTION 6304 STORAGE
560	TABLE 6304.1.5(1) STORAGE OF CLASS 2 OXIDIZER LIQUIDS AND SOLIDS TABLE 6304.1.5(2) STORAGE OF CLASS 3 OXIDIZER LIQUIDS AND SOLIDS TABLE 6304.1.5(3) STORAGE OF CLASS 4 OXIDIZER LIQUIDS AND SOLIDS TABLE 6304.2.1 OXIDIZER GASES—DISTANCE FROM STORAGE TO EXPOSURESa
561	SECTION 6305 USE SECTION 6306 LIQUID OXYGEN IN HOME HEALTH CARE
564	CHAPTER 64 PYROPHORIC MATERIALS SECTION 6401 GENERAL SECTION 6402 DEFINITION SECTION 6403 GENERAL REQUIREMENTS SECTION 6404 STORAGE
565	TABLE 6404.2.1 PYROPHORIC GASES—DISTANCE FROM STORAGE TO EXPOSURESa SECTION 6405 USE
566	CHAPTER 65 PYROXYLIN (CELLULOSE NITRATE) PLASTICS SECTION 6501 GENERAL SECTION 6502 DEFINITIONS SECTION 6503 GENERAL REQUIREMENTS SECTION 6504 STORAGE AND HANDLING
568	CHAPTER 66 UNSTABLE (REACTIVE) MATERIALS SECTION 6601 GENERAL SECTION 6602 DEFINITION SECTION 6603 GENERAL REQUIREMENTS
569	SECTION 6604 STORAGE SECTION 6605 USE
570	CHAPTER 67 WATER-REACTIVE SOLIDS AND LIQUIDS SECTION 6701 GENERAL SECTION 6702 DEFINITION SECTION 6703 GENERAL REQUIREMENTS SECTION 6704 STORAGE
571	SECTION 6705 USE
572	CHAPTERS 68 through 79RESERVED
574	PART VI – REFERENCED STANDARDS CHAPTER 80 REFERENCED STANDARDS AASHTO AFSI ANSI API
575	ASCE/SEI ASHRAE ASME
576	ASSP ASTM
577	BHMA CA CGA
578	CGR CPSC CSA
579	DOC DOL DOTn DOTy EN
580	FCC FM ICC
582	IIAR IKECA ISO NEMA NFPA
587	UL
589	USC
590	PART VII – APPENDICIES APPENDIX A BOARD OF APPEALS SECTION A101 GENERAL
592	APPENDIX B FIRE-FLOW REQUIREMENTS FOR BUILDINGS SECTION B101 GENERAL SECTION B102 DEFINITIONS SECTION B103 MODIFICATIONS SECTION B104 FIRE-FLOW CALCULATION AREA SECTION B105 FIRE-FLOW REQUIREMENTS FOR BUILDINGS
593	TABLE B105.1(1) REQUIRED FIRE FLOW FOR ONE- AND TWO-FAMILY DWELLINGS, GROUP R-3 AND R-4 BUILDINGS AND TOWNHOUSES TABLE B105.1(2) REFERENCE TABLE FOR TABLES B105.1(1) AND B105.2
594	TABLE B105.2 REQUIRED FIRE FLOW FOR BUILDINGS OTHER THAN ONE- AND TWO-FAMILY DWELLINGS, GROUP R-3 AND R-4 BUILDINGS AND TOWNHOUSES SECTION B106 REFERENCED STANDARDS TABLE B106.1 REFERENCED STANDARDS
596	APPENDIX C FIRE HYDRANT LOCATIONS AND DISTRIBUTION SECTION C101 GENERAL SECTION C102 NUMBER OF FIRE HYDRANTS TABLE C102.1 REQUIRED NUMBER AND SPACING OF FIRE HYDRANTSh SECTION C103 FIRE HYDRANT SPACING
597	SECTION C104 CONSIDERATION OF EXISTING FIRE HYDRANTS SECTION C105 REFERENCED STANDARD TABLE C105.1 REFERENCED STANDARD
598	APPENDIX D FIRE APPARATUS ACCESS ROADS SECTION D101 GENERAL SECTION D102 REQUIRED ACCESS SECTION D103 MINIMUM SPECIFICATIONS FIGURE D103.1 DEAD-END FIRE APPARATUS ACCESS ROAD TURNAROUND
599	TABLE D103.4 REQUIREMENTS FOR DEAD-ENDFIRE APPARATUS ACCESS ROADS FIGURE D103.6 FIRE LANE SIGNS SECTION D104 COMMERCIAL AND INDUSTRIAL DEVELOPMENTS SECTION D105 AERIAL FIRE APPARATUS ACCESS ROADS
600	SECTION D106 MULTIPLE-FAMILY RESIDENTIAL DEVELOPMENTS SECTION D107 ONE- OR TWO-FAMILYRESIDENTIAL DEVELOPMENTS SECTION D108 REFERENCED STANDARDS TABLE D108.1 REFERENCED STANDARDS
602	APPENDIX E HAZARD CATEGORIES SECTION E101 GENERAL SECTION E102 HAZARD CATEGORIES
606	SECTION E103 EVALUATION OF HAZARDS
607	SECTION E104 REFERENCED STANDARDS TABLE E104.1 REFERENCED STANDARDS
608	APPENDIX F HAZARD RANKING SECTION F101 GENERAL SECTION F102 REFERENCED STANDARDS TABLE F102.1 REFERENCED STANDARDS
609	TABLE F101.2 FIRE FIGHTER WARNING PLACARD DESIGNATIONS BASED ON HAZARD CLASSIFICATION CATEGORIES
610	APPENDIX G CRYOGENIC FLUIDS—WEIGHT AND VOLUME EQUIVALENTS SECTION G101 GENERAL
611	TABLE G101.2 WEIGHT AND VOLUME EQUIVALENTS FOR COMMON CRYOGENIC FLUIDS
612	APPENDIX H HAZARDOUS MATERIALS MANAGEMENT PLAN (HMMP) AND HAZARDOUS MATERIALS INVENTORY STATEMENT (HMIS) INSTRUCTIONS SECTION H101 HMMP SECTION H102 HMIS
613	SECTION H103 EMERGENCY PLAN SECTION H104 SECURITY SECTION H105 REFERENCED STANDARDS TABLE H105.1 REFERENCED STANDARDS
614	FIGURE H101.1 HAZARDOUS MATERIALS MANAGEMENT PLAN SECTION I: FACILITY DESCRIPTION
615	FIGURE H101.2 HAZARDOUS MATERIALS MANAGEMENT PLAN SECTION I: FACILITY DESCRIPTION
616	FIGURE H101.3 HAZARDOUS MATERIALS MANAGEMENT PLAN SECTION I: FACILITY DESCRIPTION PART C—FACILITY MAP
617	FIGURE H102.1 SECTION II—HAZARDOUS MATERIALS INVENTORY STATEMENT (HMIS) INVENTORY REPORT (Sort Products Alphabetically by Location of Product and Then Alphabetically by Product Name)
618	TABLE H102.1 SECTION II—HAZARDOUS MATERIALS INVENTORY STATEMENT (HMIS) SUMMARY REPORTa (Storageb Conditions)c
619	FIGURE H103.1 HAZARDOUS MATERIALS MANAGEMENT PLAN SECTION III: EMERGENCY PLAN
620	APPENDIX I FIRE PROTECTION SYSTEMS—NONCOMPLIANT CONDITIONS SECTION I101 NONCOMPLIANT CONDITIONS
621	SECTION I102 REFERENCED STANDARDS TABLE I102.1 REFERENCED STANDARDS
622	APPENDIX J BUILDING INFORMATION SIGN SECTION J 101GENERAL FIGURE J101.1.3 EXAMPLE OF COMPLETED BUILDING INFORMATION SIGN
624	SECTION J102 REFERENCED STANDARDS TABLE J102.1 REFERENCED STANDARDS
626	APPENDIX K CONSTRUCTION REQUIREMENTS FOR EXISTING AMBULATORY CARE FACILITIES SECTION K101 GENERAL SECTION K102 FIRE SAFETY REQUIREMENTS FOR EXISTING AMBULATORY CARE FACILITIES
628	SECTION K103 INCIDENTAL USES IN EXISTING AMBULATORY CARE FACILITIES TABLE K103.1 INCIDENTAL USES IN EXISTING AMBULATORY CARE FACILITIES SECTION K104 MEANS OF EGRESS REQUIREMENTS FOREXISTING AMBULATORY CARE FACILITIES
629	SECTION K105 REFERENCED STANDARDS TABLE K105.1 REFERENCED STANDARDS
630	APPENDIX L REQUIREMENTS FOR FIRE FIGHTER AIR REPLENISHMENT SYSTEMS SECTION L101 GENERAL SECTION L102 DEFINITIONS SECTION L103 PERMITS SECTION L104 DESIGN AND INSTALLATION
632	SECTION L105 ACCEPTANCE TESTS SECTION L106 INSPECTION, TESTING AND MAINTENANCE SECTION L107 REFERENCED STANDARDS TABLE L107.1 REFERENCED STANDARDS
634	APPENDIX M HIGH-RISE BUILDINGS—RETROACTIVE AUTOMATIC SPRINKLER REQUIREMENT SECTION M101 SCOPE SECTION M102 WHERE REQUIRED SECTION M103 COMPLIANCE
636	APPENDIX N INDOOR TRADE SHOWS AND EXHIBITIONS SECTION N101 GENERAL SECTION N102 DEFINITIONS SECTION N103 PUBLIC SAFETY FOR EVENTS
637	SECTION N104 INTERIOR FINISH AND DECORATIVE MATERIALS SECTION N105 MULTIPLE-LEVEL BOOTHS SECTION N106 COVERED BOOTHS SECTION N107 DISPLAY AND STORAGE OF HAZARDOUS AND COMBUSTIBLE MATERIALS
638	SECTION N108 MEANS OF EGRESS SECTION N109 REFERENCED STANDARDS TABLE N109.1 REFERENCED STANDARDS
640	INDEX
672	ICC TRAINING
673	ICC DIGITAL PREMIUM CODES

SC BuildingCode 2021 1stptg

Sun, 20 Oct 2024 06:23:16 +0000

This is a fully integrated code based on the 2021 IBC. Effective date January 1, 2023

PDF Catalog

PDF Pages	PDF Title
1	2021 SOUTH CAROLINA BUILDING CODE®
2	2021 SOUTH CAROLINA BUILDING CODE® TITLE PAGE
3	COPYRIGHT
4	PREFACE
10	EFFECTIVE USE OF THE INTERNATIONAL BUILDING CODE
12	ARRANGEMENT AND FORMAT OF THE 2021 IBC
24	TABLE OF CONTENTS
32	CHAPTER 1 SCOPE AND ADMINISTRATION PART 1—SCOPE AND APPLICATION SECTION 101 SCOPE AND GENERAL REQUIREMENTS
33	SECTION 102 APPLICABILITY PART 2—ADMINISTRATION AND ENFORCEMENT SECTION 103 CODE COMPLIANCE AGENCY SECTION 104 DUTIES AND POWERS OF BUILDING OFFICIAL
35	SECTION 105 PERMITS
37	SECTION 106 FLOOR AND ROOF DESIGN LOADS SECTION 107 CONSTRUCTION DOCUMENTS
39	SECTION 108 TEMPORARY STRUCTURES AND USES SECTION 109 FEES SECTION 110 INSPECTIONS
40	SECTION 111 CERTIFICATE OF OCCUPANCY
41	SECTION 112 SERVICE UTILITIES SECTION 113 MEANS OF APPEALS SECTION 114 VIOLATIONS SECTION 115 STOP WORK ORDER
42	SECTION 116 UNSAFE STRUCTURES AND EQUIPMENT
44	CHAPTER 2 DEFINITIONS SECTION 201 GENERAL SECTION 202 DEFINITIONS
78	CHAPTER 3 OCCUPANCY CLASSIFICATION AND USE SECTION 301 SCOPE SECTION 302 OCCUPANCY CLASSIFICATION AND USE DESIGNATION SECTION 303 ASSEMBLY GROUP A
79	SECTION 304 BUSINESS GROUP B
80	SECTION 305 EDUCATIONAL GROUP E SECTION 306 FACTORY GROUP F
81	SECTION 307 HIGH-HAZARD GROUP H
82	TABLE 307.1(1) MAXIMUM ALLOWABLE QUANTITY PER CONTROL AREA OF HAZARDOUS MATERIALS POSING A PHYSICAL HAZARDa, j, m, n, p
83	TABLE 307.1(1)—continued MAXIMUM ALLOWABLE QUANTITY PER CONTROL AREA OF HAZARDOUS MATERIALS POSING A PHYSICAL HAZARDa, j, m, n, p
84	TABLE 307.1(2)[F] TABLE 307.1(2) MAXIMUM ALLOWABLE QUANTITY PER CONTROL AREA OF HAZARDOUS MATERIALS POSING A HEALTH HAZARDa, c, f, h, i
85	SECTION 308 INSTITUTIONAL GROUP I
86	SECTION 309 MERCANTILE GROUP M
87	SECTION 310 RESIDENTIAL GROUP R
88	SECTION 311 STORAGE GROUP S
89	SECTION 312 UTILITY AND MISCELLANEOUS GROUP U
90	CHAPTER 4 SPECIAL DETAILED REQUIREMENTS BASED ON OCCUPANCY AND USE SECTION 401 SCOPE SECTION 402 COVERED MALL AND OPEN MALL BUILDINGS
93	EQUATION 4-1
94	SECTION 403 HIGH-RISE BUILDINGS
95	TABLE 403.2.3 MINIMUM BOND STRENGTH
97	SECTION 404 ATRIUMS
98	SECTION 405 UNDERGROUND BUILDINGS
99	SECTION 406 MOTOR-VEHICLE-RELATED OCCUPANCIES
102	TABLE 406.5.4 OPEN PARKING GARAGES AREA AND HEIGHT
104	SECTION 407 GROUP I-2
107	SECTION 408 GROUP I-3
110	SECTION 409 MOTION PICTURE PROJECTION ROOMS SECTION 410 STAGES, PLATFORMS AND TECHNICAL PRODUCTION AREAS
112	SECTION 411 SPECIAL AMUSEMENT AREAS
113	SECTION 412 AIRCRAFT-RELATED OCCUPANCIES TABLE 412.2.1.1 HEIGHT LIMITATIONS FOR AIRPORT TRAFFIC CONTROL TOWERS
115	[F] TABLE 412.3.6 HANGAR FIRE SUPPRESSION REQUIREMENTSa, b, c
116	TABLE 412.6 AIRCRAFT MANUFACTURING EXIT ACCESS TRAVEL DISTANCE
117	SECTION 413 COMBUSTIBLE STORAGE SECTION 414 HAZARDOUS MATERIALS
118	[F] TABLE 414.2.2 DESIGN AND NUMBER OF CONTROL AREAS
119	[F] TABLE 414.2.5(1) MAXIMUM ALLOWABLE QUANTITY PER INDOOR AND OUTDOOR CONTROL AREA IN GROUP M AND S OCCUPANCIES OF NONFLAMMABLE SOLIDS AND NONFLAMMABLE AND NONCOMBUSTIBLE LIQUIDSd, e, f [F] TABLE 414.2.5(2) MAXIMUM ALLOWABLE QUANTITY OF FLAMMABLE AND COMBUSTIBLE LIQUIDS IN WHOLESALE AND RETAIL SALES OCCUPANCIES PER CONTROL AREAa
120	[F] TABLE 414.5.1 EXPLOSION CONTROL REQUIREMENTSa, h
121	SECTION 415 GROUPS H-1, H-2, H-3, H-4 AND H-5
123	[F] TABLE 415.6.5 DETACHED BUILDING REQUIRED
125	[F] TABLE 415.11.1.1.1 QUANTITY LIMITS FOR HAZARDOUS MATERIALS IN A SINGLE FABRICATION AREA IN GROUP H-5a
130	SECTION 416 SPRAY APPLICATION OF FLAMMABLE FINISHES
131	SECTION 417 DRYING ROOMS SECTION 418 ORGANIC COATINGS SECTION 419 ARTIFICIAL DECORATIVE VEGETATION SECTION 420 GROUPS I-1, R-1, R-2, R-3 AND R-4
133	SECTION 421 HYDROGEN FUEL GAS ROOMS SECTION 422 AMBULATORY CARE FACIILITIES
134	SECTION 423 STORM SHELTERS
135	SECTION 424 PLAY STRUCTURES SECTION 425 HYPERBARIC FACILITIES
136	SECTION [F] 426 COMBUSTIBLE DUSTS, GRAIN PROCESSING AND STORAGE SECTION 427 MEDICAL GAS SYSTEMS
137	SECTION 428 HIGHER EDUCATION LABORATORIES [F] TABLE 428.3 DESIGN AND NUMBER OF LABORATORY SUITES PER FLOOR
140	CHAPTER 5 GENERAL BUILDING HEIGHTS AND AREAS SECTION 501 GENERAL SECTION 502 BUILDING ADDRESS SECTION 503 GENERAL BUILDING HEIGHT AND AREA LIMITATIONS
141	SECTION 504 BUILDING HEIGHT AND NUMBER OF STORIES SECTION 505 MEZZANINES AND EQUIPMENT PLATFORMS
142	TABLE 504.3 ALLOWABLE BUILDING HEIGHT IN FEET ABOVE GRADE PLANEa
143	TABLE 504.4 ALLOWABLE NUMBER OF STORIES ABOVE GRADE PLANEa, b
144	TABLE 504.4—continued ALLOWABLE NUMBER OF STORIES ABOVE GRADE PLANEa, b
145	SECTION 506 BUILDING AREA EQUATION 5-1 EQUATION 5-2 EQUATION 5-3
146	TABLE 506.2 ALLOWABLE AREA FACTOR (At = NS, S1, S13R, S13D or SM, as applicable) IN SQUARE FEETa, b
147	TABLE 506.2—continued ALLOWABLE AREA FACTOR (At = NS, S1, S13R, S13D or SM, as applicable) IN SQUARE FEETa, b
148	TABLE 506.2—continued ALLOWABLE AREA FACTOR (At = NS, S1, S13R, S13D or SM, as applicable) IN SQUARE FEETa, b TABLE 506.3.3 FRONTAGE INCREASE FACTORa TABLE 506.3.3.1 SECTION 507 BUILDINGSa SECTION 507 UNLIMITED AREA BUILDINGS
151	SECTION 508 MIXED USE AND OCCUPANCY
152	TABLE 508.4 REQUIRED SEPARATION OF OCCUPANCIES (HOURS)f
153	SECTION 509 INCIDENTAL USES [F]TABLE 509.1 INCIDENTAL USES
154	SECTION 510 SPECIAL PROVISIONS
158	CHAPTER 6 TYPES OF CONSTRUCTION SECTION 601 GENERAL TABLE 601 FIRE-RESISTANCE RATING REQUIREMENTS FOR BUILDING ELEMENTS (HOURS) SECTION 602 CONSTRUCTION CLASSIFICATION
160	EQUATION 6-1
162	SECTION 603 COMBUSTIBLE MATERIAL IN TYPES I AND II CONSTRUCTION
164	CHAPTER 7 FIRE AND SMOKE PROTECTION FEATURES SECTION 701 GENERAL SECTION 702 MULTIPLE-USE FIRE ASSEMBLIES SECTION 703 FIRE-RESISTANCE RATINGS AND FIRE TESTS
165	SECTION 704 FIRE-RESISTANCE RATING OF STRUCTURAL MEMBERS
167	SECTION 705 EXTERIOR WALLS
168	TABLE 705.2 MINIMUM DISTANCE OF PROJECTION
169	EQUATION 7-1 TABLE 705.5 FIRE-RESISTANCE RATING REQUIREMENTS FOR EXTERIOR WALLS BASED ON FIRE SEPARATION DISTANCEa, d, g
170	EQUATION 7-2 FIGURE 705.7 EQUIVALENT OPENING FACTOR
171	TABLE 705.8 MAXIMUM AREA OF EXTERIOR WALL OPENINGS BASED ON FIRE SEPARATION DISTANCE AND DEGREE OF OPENING PROTECTION
172	SECTION 706 FIRE WALLS
173	TABLE 706.4 FIRE WALL FIRE-RESISTANCE RATINGS
175	SECTION 707 FIRE BARRIERS TABLE 707.3.10 FIRE-RESISTANCE-RATING REQUIREMENTS FOR FIRE BARRIERS, FIRE WALLS OR HORIZONTAL ASSEMBLIES BETWEEN FIRE AREAS
176	SECTION 708 FIRE PARTITIONS
178	SECTION 709 SMOKE BARRIERS
179	SECTION 710 SMOKE PARTITIONS SECTION 711 FLOOR AND ROOF ASSEMBLIES
180	SECTION 712 VERTICAL OPENINGS
182	SECTION 713 SHAFT ENCLOSURES
183	SECTION 714 PENETRATIONS
186	SECTION 715 JOINTS AND VOIDS
187	SECTION 716 OPENING PROTECTIVES
188	TABLE 716.1(1) MARKING FIRE-RATED GLAZING ASSEMBLIES TABLE 716.1(2) OPENING FIRE PROTECTION ASSEMBLIES, RATINGS AND MARKINGS
189	TABLE 716.1(2)—continued OPENING FIRE PROTECTION ASSEMBLIES, RATINGS AND MARKINGS
190	TABLE 716.1(2)—continued OPENING FIRE PROTECTION ASSEMBLIES, RATINGS AND MARKINGS TABLE 716.1(3) FIRE WINDOW ASSEMBLY FIRE PROTECTION RATINGS
194	SECTION 717 DUCTS AND AIR TRANSFER OPENINGS
195	TABLE 717.3.2.1 FIRE DAMPER RATING
200	SECTION 718 CONCEALED SPACES
202	SECTION 719 FIRE-RESISTANCE REQUIREMENTS FOR PLASTER SECTION 720 THERMAL- AND SOUND-INSULATING MATERIALS
203	SECTION 721 PRESCRIPTIVE FIRE RESISTANCE
204	TABLE 721.1(1) MINIMUM PROTECTION OF STRUCTURAL PARTS BASED ON TIME PERIODS FOR VARIOUS NONCOMBUSTIBLE INSULATING MATERIALSm
205	TABLE 721.1(1)—continued MINIMUM PROTECTION OF STRUCTURAL PARTS BASED ON TIME PERIODS FOR VARIOUS NONCOMBUSTIBLE INSULATING MATERIALSm
206	TABLE 721.1(1)—continued MINIMUM PROTECTION OF STRUCTURAL PARTS BASED ON TIME PERIODS FOR VARIOUS NONCOMBUSTIBLE INSULATING MATERIALSm
207	TABLE 721.1(1)—continued MINIMUM PROTECTION OF STRUCTURAL PARTS BASED ON TIME PERIODS FOR VARIOUS NONCOMBUSTIBLE INSULATING MATERIALSm
208	TABLE 721.1(2) RATED FIRE-RESISTANCE PERIODS FOR VARIOUS WALLS AND PARTITIONS a, o, p
209	TABLE 721.1(2)—continued RATED FIRE-RESISTANCE PERIODS FOR VARIOUS WALLS AND PARTITIONS a, o, p
210	TABLE 721.1(2)—continued RATED FIRE-RESISTANCE PERIODS FOR VARIOUS WALLS AND PARTITIONS a, o, p
211	TABLE 721.1(2)—continued RATED FIRE-RESISTANCE PERIODS FOR VARIOUS WALLS AND PARTITIONS a, o, p
212	TABLE 721.1(2)—continued RATED FIRE-RESISTANCE PERIODS FOR VARIOUS WALLS AND PARTITIONS a, o, p
213	TABLE 721.1(2)—continued RATED FIRE-RESISTANCE PERIODS FOR VARIOUS WALLS AND PARTITIONS a, o, p
214	TABLE 721.1(2)—continued RATED FIRE-RESISTANCE PERIODS FOR VARIOUS WALLS AND PARTITIONS a, o, p
215	TABLE 721.1(2)—continued RATED FIRE-RESISTANCE PERIODS FOR VARIOUS WALLS AND PARTITIONS a, o, p
216	TABLE 721.1(2)—continued RATED FIRE-RESISTANCE PERIODS FOR VARIOUS WALLS AND PARTITIONS a, o, p TABLE 721.1(3) MINIMUM PROTECTION FOR FLOOR AND ROOF SYSTEMSa, q
217	TABLE 721.1(3)—continued MINIMUM PROTECTION FOR FLOOR AND ROOF SYSTEMSa, q
218	TABLE 721.1(3)—continued MINIMUM PROTECTION FOR FLOOR AND ROOF SYSTEMSa, q
219	TABLE 721.1(3)—continued MINIMUM PROTECTION FOR FLOOR AND ROOF SYSTEMSa, q
220	TABLE 721.1(3)—continued MINIMUM PROTECTION FOR FLOOR AND ROOF SYSTEMSa, q
221	TABLE 721.1(3)—continued MINIMUM PROTECTION FOR FLOOR AND ROOF SYSTEMSa, q
222	TABLE 721.1(3)—continued MINIMUM PROTECTION FOR FLOOR AND ROOF SYSTEMSa, q
223	TABLE 721.1(3)—continued MINIMUM PROTECTION FOR FLOOR AND ROOF SYSTEMSa, q
224	TABLE 721.1(3)—continued MINIMUM PROTECTION FOR FLOOR AND ROOF SYSTEMSa, q
225	TABLE 721.1(3)—continued MINIMUM PROTECTION FOR FLOOR AND ROOF SYSTEMSa, q
226	TABLE 721.1(3)—continued MINIMUM PROTECTION FOR FLOOR AND ROOF SYSTEMSa, q
227	TABLE 721.1(3)—continued MINIMUM PROTECTION FOR FLOOR AND ROOF SYSTEMSa, q
228	SECTION 722 CALCULATED FIRE RESISTANCE TABLE 722.2.1.1 MINIMUM EQUIVALENT THICKNESS OFCAST-IN-PLACE OR PRECAST CONCRETE WALLS,LOAD-BEARING OR NONLOAD-BEARING EQUATION 7-3 EQUATION 7-4
229	FIGURE 722.2.1.2 FIRE-RESISTANCE RATINGS OF TWO-WYTHE CONCRETE WALLS TABLE 722.2.1.2(1) VALUES OF Rn0.59 FOR USE IN EQUATION 7-4 TABLE 722.2.1.2(2) FIRE-RESISTANCE RATINGS BASED ON R0.59
230	FIGURE 722.2.1.3.1 CERAMIC FIBER JOINT PROTECTION TABLE 722.2.1.4(1) MULTIPLYING FACTOR FOR FINISHES ON NONFIRE-EXPOSED SIDE OF WALL
231	TABLE 722.2.1.4(2) TIME ASSIGNED TO FINISH MATERIALS ON FIRE-EXPOSED SIDE OF WALL TABLE 722.2.2.1 MINIMUM SLAB THICKNESS (inches) FIGURE 722.2.2.1.2 DETERMINATION OF SLAB THICKNESS FOR SLOPING SOFFITS
232	EQUATION 7-5 FIGURE 722.2.2.1.3 SLABS WITH RIBBED OR UNDULATING SOFFITS FIGURE 722.2.2.2 FIRE-RESISTANCE RATINGS FOR TWO-COURSE CONCRETE FLOORS
233	FIGURE 722.2.2.3(1) FIRE-RESISTANCE RATINGS FOR CONCRETE ROOF ASSEMBLIES FIGURE 722.2.2.3(2)FIRE-RESISTANCE RATINGS FOR CONCRETE ROOF ASSEMBLIES
234	TABLE 722.2.4 MINIMUM DIMENSION OF CONCRETE COLUMNS (inches) TABLE 722.2.3(1) COVER THICKNESS FOR REINFORCED CONCRETE FLOOR OR ROOF SLABS (inches) TABLE 722.2.3(2) COVER THICKNESS FOR PRESTRESSED CONCRETE FLOOR OR ROOF SLABS (inches) TABLE 722.2.3(3) MINIMUM COVER FOR MAIN REINFORCING BARS OF REINFORCED CONCRETE BEAMSc(APPLICABLE TO ALL TYPES OF STRUCTURAL CONCRETE)
235	TABLE 722.2.3(4) MINIMUM COVER FOR PRESTRESSED CONCRETE BEAMS 8 INCHES OR GREATER IN WIDTHb TABLE 722.2.3(5) MINIMUM COVER FOR PRESTRESSED CONCRETE BEAMS OF ALL WIDTHS
236	EQUATION 7-6 TABLE 722.3.2 MINIMUM EQUIVALENT THICKNESS (inches) OF BEARING OR NONBEARING CONCRETE MASONRY WALLSa, b, c, d
237	EQUATION 7-7 TABLE 722.3.4 MINIMUM COVER OF LONGITUDINAL REINFORCEMENT IN FIRE-RESISTANCE-RATEDREINFORCED CONCRETE MASONRY LINTELS (inches) TABLE 722.3.5 MINIMUM DIMENSION OF CONCRETE MASONRY COLUMNS (inches) TABLE 722.4.1(3) VALUES OF Rn0.59 TABLE 722.4.1(4) COEFFICIENTS FOR PLASTER, pl a TABLE 722.4.1(5) REINFORCED MASONRY LINTELS TABLE 722.4.1(6) REINFORCED CLAY MASONRY COLUMNS
238	EQUATION 7-8 EQUATION 7-9 TABLE 722.4.1(1) FIRE-RESISTANCE PERIODS OF CLAY MASONRY WALLS TABLE 722.4.1(2) FIRE-RESISTANCE RATINGS FOR BEARING STEEL FRAME BRICK VENEER WALLS OR PARTITIONS
239	EQUATION 7-10 EQUATION 7-11 FIGURE 722.5.1(1) DETERMINATION OF THE HEATED PERIMETER OF STRUCTURAL STEEL COLUMNS
240	TABLE 722.5.1(1)W/D RATIOS FOR STEEL COLUMNS TABLE 722.5.1(1)—continued W/D RATIOS FOR STEEL COLUMNS
241	TABLE 722.5.1(2) PROPERTIES OF CONCRETE TABLE 722.5.1(3) THERMAL CONDUCTIVITY OF CONCRETE OR CLAY MASONRY UNITS
242	TABLE 722.5.1(4) WEIGHT-TO-HEATED-PERIMETER RATIOS (W/D) FOR TYPICAL WIDE FLANGE BEAM AND GIRDER SHAPES TABLE 722.5.1(4)—continued WEIGHT-TO-HEATED-PERIMETER RATIOS (W/D) FOR TYPICAL WIDE FLANGE BEAM AND GIRDER SHAPES
243	TABLE 722.5.1(4)—continued WEIGHT-TO-HEATED-PERIMETER RATIOS (W/D) FOR TYPICAL WIDE FLANGE BEAM AND GIRDER SHAPES TABLE 722.5.1(4)—continued WEIGHT-TO-HEATED-PERIMETER RATIOS (W/D) FOR TYPICAL WIDE FLANGE BEAM AND GIRDER SHAPES
244	TABLE 722.5.1(5) FIRE RESISTANCE OF CONCRETE MASONRY PROTECTED STEEL COLUMNS TABLE 722.5.1(5)—continued FIRE RESISTANCE OF CONCRETE MASONRY PROTECTED STEEL COLUMNS
245	TABLE 722.5.1(5)—continued FIRE RESISTANCE OF CONCRETE MASONRY PROTECTED STEEL COLUMNS TABLE 722.5.1(5)—continued FIRE RESISTANCE OF CONCRETE MASONRY PROTECTED STEEL COLUMNS
246	TABLE 722.5.1(6) FIRE RESISTANCE OF CLAY MASONRY PROTECTED STEEL COLUMNS
247	TABLE 722.5.1(7) MINIMUM COVER (inch) FOR STEEL COLUMNS ENCASED IN NORMAL-WEIGHT CONCRETEa[FIGURE 722.5.1(6)(c)] TABLE 722.5.1(8) MINIMUM COVER (inch) FOR STEEL COLUMNS ENCASED IN STRUCTURAL LIGHTWEIGHT CONCRETEa[FIGURE 722.5.1(6)(c)]
248	TABLE 722.5.1(9) MINIMUM COVER (inch) FOR STEEL COLUMNS IN NORMAL-WEIGHT PRECAST COVERSa[FIGURE 722.5.1 (6)(a)] TABLE 722.5.1(10) MINIMUM COVER (inch) FOR STEEL COLUMNS IN STRUCTURAL LIGHTWEIGHT PRECAST COVERSa[FIGURE 722.5.1 (6)(a)
249	FIGURE 722.5.1(2) GYPSUM-PROTECTED STRUCTURAL STEEL COLUMNS WITH SHEET STEEL COLUMN COVERS FIGURE 722.5.1(3) GYPSUM-PROTECTED STRUCTURAL STEEL COLUMNS WITH STEEL STUD/SCREW ATTACHMENT SYSTEM
250	FIGURE 722.5.1(4) FIRE RESISTANCE OF STRUCTURAL STEEL COLUMNS PROTECTED WITH VARIOUS THICKNESSES OF TYPE X GYPSUM WALLBOARD FIGURE 722.5.1(5) WIDE FLANGE STRUCTURAL STEEL COLUMNS WITH SPRAYED FIRE-RESISTANT MATERIALS FIGURE 722.5.1(6) CONCRETE PROTECTED STRUCTURAL STEEL COLUMNSa, b
251	FIGURE 722.5.1(7) CONCRETE OR CLAY MASONRY PROTECTED STRUCTURAL STEEL COLUMNS EQUATION 7-12 EQUATION 7-13
252	EQUATION 7-14 EQUATION 7-15 EQUATION 7-16
253	FIGURE 722.5.2 DETERMINATION OF THE HEATED PERIMETER OF STRUCTURAL STEEL BEAMS AND GIRDERS EQUATION 7-17
254	TABLE 722.6.2(1) TIME ASSIGNED TO WALLBOARD MEMBRANESa, b, c, d TABLE 722.6.2(2) TIME ASSIGNED FOR CONTRIBUTION OF WOOD FRAME a, b, c
255	TABLE 722.6.2(3) MEMBRANEa ON EXTERIOR FACE OF WOOD STUD WALLS TABLE 722.6.2(4) FLOORING OR ROOFING OVER WOOD FRAMINGa TABLE 722.6.2(5) TIME ASSIGNED FOR ADDITIONAL PROTECTION
256	TABLE 722.7.1(1) PROTECTION REQUIRED FROM NONCOMBUSTIBLE COVERING MATERIAL TABLE 722.7.1(2) PROTECTION PROVIDED BY NONCOMBUSTIBLE COVERING MATERIAL
258	CHAPTER 8 INTERIOR FINISHES SECTION 801 SCOPE SECTION 802 GENERAL SECTION 803 WALL AND CEILING FINISHES
260	TABLE 803.13 INTERIOR WALL AND CEILING FINISH REQUIREMENTS BY OCCUPANCYk
261	SECTION 804 INTERIOR FLOOR FINISH
262	SECTION 805 COMBUSTIBLE MATERIALS IN TYPES I AND II CONSTRUCTION SECTION 806 DECORATIVE MATERIALS AND TRIM
263	SECTION 807 INSULATION SECTION 808 ACOUSTICAL CEILING SYSTEMS
264	CHAPTER 9 FIRE PROTECTION AND LIFE SAFETY SYSTEMS SECTION 901 GENERAL
265	SECTION 902 FIRE PUMP AND RISER ROOM SIZE SECTION 903 AUTOMATIC SPRINKLER SYSTEMS
267	[F] TABLE 903.2.5.2 GROUP H-5 SPRINKLER DESIGN CRITERIA
269	[F]TABLE 903.2.11.6 ADDITIONAL REQUIRED PROTECTION SYSTEMS
272	SECTION 904 ALTERNATIVE AUTOMATIC FIRE-EXTINGUISHING SYSTEMS
274	SECTION 905 STANDPIPE SYSTEMS
277	SECTION 906 PORTABLE FIRE EXTINGUISHERS
278	[F] TABLE 906.1 ADDITIONAL REQUIRED PORTABLE FIRE EXTINGUISHERS IN THE SOUTH CAROLINA FIRE CODE [F] TABLE 906.3(1) FIRE EXTINGUISHERS FOR CLASS A FIRE HAZARDS [F] TABLE 906.3(2) FIRE EXTINGUISHERS FOR FLAMMABLE OR COMBUSTIBLE LIQUIDS WITH DEPTHS LESS THAN OR EQUAL TO 0.25 INCHa
279	SECTION 907 FIRE ALARM AND DETECTION SYSTEMS
289	[F] TABLE 907.5.2.3.2 VISIBLE ALARMS
290	SECTION 908 EMERGENCY ALARM SYSTEMS SECTION 909 SMOKE CONTROL SYSTEMS
292	EQUATION 9-1
293	EQUATION 9-2
299	SECTION 910 SMOKE AND HEAT REMOVAL
300	EQUATION 9-3 EQUATION 9-4 SECTION 911 FIRE COMMAND CENTER
302	SECTION 912 FIRE DEPARTMENT CONNECTIONS SECTION 913 FIRE PUMPS
303	SECTION 914 EMERGENCY RESPONDER SAFETY FEATURES SECTION 915 CARBON MONOXIDE DETECTION
305	SECTION 916 GAS DETECTION SYSTEMS SECTION 917 MASS NOTIFICATION SYSTEMS SECTION 918 EMERGENCY RESPONDER COMMUNICATION COVERAGE
306	CHAPTER 10 MEANS OF EGRESS SECTION 1001 ADMINISTRATION [F] SECTION 1002 MAINTENANCE AND PLANS SECTION 1003 GENERAL MEANS OF EGRESS
307	SECTION 1004 OCCUPANT LOAD
308	TABLE 1004.5 MAXIMUM FLOOR AREA ALLOWANCES PER OCCUPANT
309	SECTION 1005 MEANS OF EGRESS SIZING
310	SECTION 1006 NUMBER OF EXITS AND EXIT ACCESS DOORWAYS
311	TABLE 1006.2.1 SPACES WITH ONE EXIT OR EXIT ACCESS DOORWAY
312	TABLE 1006.3.3 MINIMUM NUMBER OF EXITS ORACCESS TO EXITS PER STORY
313	TABLE 1006.3.4(1) STORIES WITH ONE EXIT OR ACCESS TO ONE EXIT FOR R-2 OCCUPANCIES TABLE 1006.3.4(2) STORIES WITH ONE EXIT OR ACCESS TO ONE EXIT FOR OTHER OCCUPANCIES SECTION 1007 EXIT AND EXIT ACCESS DOORWAY CONFIGURATION
314	SECTION 1008 MEANS OF EGRESS ILLUMINATION
315	SECTION 1009 ACCESSIBLE MEANS OF EGRESS
317	SECTION 1010 DOORS, GATES AND TURNSTILES
324	TABLE 1010.3.1(1) MAXIMUM DOOR SPEED MANUAL REVOLVING DOORS
325	TABLE 1010.3.1(2) MAXIMUM DOOR SPEED AUTOMATIC OR POWER-OPERATED REVOLVING DOORS
327	SECTION 1011 STAIRWAYS
331	SECTION 1012 RAMPS
332	SECTION 1013 EXIT SIGNS
333	SECTION 1014 HANDRAILS
334	SECTION 1015 GUARDS
336	SECTION 1016 EXIT ACCESS SECTION 1017 EXIT ACCESS TRAVEL DISTANCE
337	TABLE 1017.2 EXIT ACCESS TRAVEL DISTANCEa
338	SECTION 1018 AISLES SECTION 1019 EXIT ACCESS STAIRWAYS AND RAMPS
339	SECTION 1020 CORRIDORS TABLE 1020.2 CORRIDOR FIRE-RESISTANCE RATING TABLE 1020.3 MINIMUM CORRIDOR WIDTH
340	SECTION 1021 EGRESS BALCONIES SECTION 1022 EXITS
341	SECTION 1023 INTERIOR EXIT STAIRWAYS AND RAMPS
343	SECTION 1024 EXIT PASSAGEWAYS
344	SECTION 1025 LUMINOUS EGRESS PATH MARKINGS
345	SECTION 1026 HORIZONTAL EXITS
346	SECTION 1027 EXTERIOR EXIT STAIRWAYS AND RAMPS
347	SECTION 1028 EXIT DISCHARGE
348	SECTION 1029 EGRESS COURTS SECTION 1030 ASSEMBLY
349	TABLE 1030.6.2 CAPACITY FOR AISLES FOR SMOKE-PROTECTED ASSEMBLY
353	TABLE 1030.13.2.1 SMOKE-PROTECTED OR OPEN-AIR ASSEMBLY AISLE ACCESSWAYS
355	SECTION 1031 EMERGENCY ESCAPE AND RESCUE
358	CHAPTER 11 ACCESSIBILITY SECTION 1101 GENERAL SECTION 1102 COMPLIANCE SECTION 1103 SCOPING REQUIREMENTS
359	SECTION 1104 ACCESSIBLE ROUTE
360	SECTION 1105 ACCESSIBLE ENTRANCES TABLE 1105.1.1 PUBLIC ENTRANCE WITH POWER-OPERATED DOORa
361	SECTION 1106 PARKING AND PASSENGER LOADING FACILITIES TABLE 1106.2 ACCESSIBLE PARKING SPACES
362	SECTION 1107 MOTOR-VEHICLE-RELATED FACILITIES SECTION 1108 DWELLING UNITS AND SLEEPING UNITS
364	TABLE 1108.6.1.1 ACCESSIBLE DWELLING UNITS AND SLEEPING UNITS
366	SECTION 1109 SPECIAL OCCUPANCIES TABLE 1109.2.2.1 ACCESSIBLE WHEELCHAIR SPACES
367	TABLE 1109.2.7.1 RECEIVERS FOR ASSISTIVE LISTENING SYSTEMS
368	TABLE 1109.3 ACCESSIBLE SELF-SERVICE STORAGE FACILITIES SECTION 1110 OTHER FEATURES AND FACILITIES
372	TABLE 1110.13.1 ACCESSIBLE CHECK-OUT AISLES SECTION 1111 RECREATIONAL FACILITIES
374	TABLE 1111.4.9.1 BOAT SLIPS SECTION 1112 SIGNAGE
376	CHAPTER 12 INTERIOR ENVIRONMENT SECTION 1201 GENERAL SECTION 1202 VENTILATION
377	TABLE 1202.3 INSULATION FOR CONDENSATION CONTROL
379	SECTION 1203 TEMPERATURE CONTROL SECTION 1204 LIGHTING SECTION 1205 YARDS OR COURTS
380	SECTION 1206 SOUND TRANSMISSION SECTION 1207 ENHANCED CLASSROOM ACOUSTICS SECTION 1208 INTERIOR SPACE DIMENSIONS
381	SECTION 1209 ACCESS TO UNOCCUPIED SPACES SECTION 1210 TOILET AND BATHROOM REQUIREMENTS
384	CHAPTER 13 ENERGY EFFICIENCY SECTION 1301 GENERAL
386	CHAPTER 14 EXTERIOR WALLS SECTION 1401 GENERAL SECTION 1402 PERFORMANCE REQUIREMENTS
387	SECTION 1403 MATERIALS
388	SECTION 1404 INSTALLATION OF WALL COVERINGS TABLE 1404.2 MINIMUM THICKNESS OF WEATHER COVERINGS
389	TABLE 1404.3(1) VAPOR RETARDER MATERIALS AND CLASSES TABLE 1404.3(2) VAPOR RETARDER OPTIONS TABLE 1404.3(3) CLASS III VAPOR RETARDERS TABLE 1404.3(4) CONTINUOUS INSULATION WITH CLASS II VAPOR RETARDER
394	SECTION 1405 COMBUSTIBLE MATERIALS ON THE EXTERIOR SIDE OF EXTERIOR WALLS TABLE 1405.1.1.1.2 MINIMUM FIRE SEPARATION FOR COMBUSTIBLE EXTERIOR WALL COVERINGS SECTION 1406 METAL COMPOSITE MATERIALS (MCM)
395	SECTION 1407 EXTERIOR INSULATION AND FINISH SYSTEMS(EIFS)
396	SECTION 1408 HIGH-PRESSURE DECORATIVE EXTERIOR GRADE COMPACT LAMINATES (HPL)
397	SECTION 1409 PLASTIC COMPOSITE DECKING
398	CHAPTER 15 ROOF ASSEMBLIES AND ROOFTOP STRUCTURES SECTION 1501 GENERAL SECTION 1502 ROOF DRAINAGE SECTION 1503 WEATHER PROTECTION
399	SECTION 1504 PERFORMANCE REQUIREMENTS TABLE 1504.2 CLASSIFICATION OF STEEP SLOPE ROOF SHINGLES TESTED IN ACCORDANCE WITH ASTM D3161OR D7158
400	TABLE 1504.9 MINIMUM REQUIRED PARAPET HEIGHT (INCHES) FOR AGGREGATE SURFACED ROOFSa, b, c SECTION 1505 FIRE CLASSIFICATION
401	TABLE 1505.1 MINIMUM ROOF COVERING CLASSIFICATION FOR TYPES OF CONSTRUCTIONa, b SECTION 1506 MATERIALS SECTION 1507 REQUIREMENTS FOR ROOF COVERINGS
402	TABLE 1507.1.1(1) UNDERLAYMENT TYPES
403	TABLE 1507.1.1(2) UNDERLAYMENT APPLICATION
404	TABLE 1507.1.1(3) UNDERLAYMENT ATTACHMENT
405	TABLE 1507.2.8.2 VALLEY LINING MATERIAL
406	TABLE 1507.3.7 CLAY AND CONCRETE TILE ATTACHMENTa, b, c
407	TABLE 1507.4.3(1) METAL ROOF COVERINGS TABLE 1507.4.3(2) MINIMUM CORROSION RESISTANCE
408	TABLE 1507.7.6 SLATE SHINGLE HEADLAP
409	TABLE 1507.8 WOOD SHINGLE AND SHAKE INSTALLATION TABLE 1507.8.5 WOOD SHINGLE MATERIAL REQUIREMENTS
410	TABLE 1507.8.7 WOOD SHINGLE WEATHER EXPOSURE AND ROOF SLOPE TABLE 1507.9.6 WOOD SHAKE MATERIAL REQUIREMENTS
411	TABLE 1507.9.8 WOOD SHAKE WEATHER EXPOSURE AND ROOF SLOPE TABLE 1507.10.2 BUILT-UP ROOFING MATERIAL STANDARDS
412	TABLE 1507.12.2 SINGLE-PLY ROOFING MATERIAL STANDARDS TABLE 1507.13.3 PROTECTIVE COATING MATERIAL STANDARDS
413	SECTION 1508 ROOF INSULATION [BF] TABLE 1508.2 MATERIAL STANDARDS FOR ROOF INSULATION SECTION 1509 ROOF COATINGS TABLE 1509.2 ROOF COATING MATERIAL STANDARDS
414	SECTION 1510 RADIANT BARRIERS INSTALLED ABOVE DECK SECTION 1511 ROOFTOP STRUCTURES
416	SECTION 1512 REROOFING
418	CHAPTER 16 STRUCTURAL DESIGN SECTION 1601 GENERAL SECTION 1602 NOTATIONS SECTION 1603 CONSTRUCTION DOCUMENTS
419	SECTION 1604 GENERAL DESIGN REQUIREMENTS
420	TABLE 1604.3 DEFLECTION LIMITSa, b, c, h, i
422	TABLE 1604.5 RISK CATEGORY OF BUILDINGS AND OTHER STRUCTURES
423	SECTION 1605 LOAD COMBINATIONS EQUATION 16-1 EQUATION 16-2 EQUATION 16-3 EQUATION 16-4 EQUATION 16-5 EQUATION 16-6 SECTION 1606 DEAD LOADS
424	SECTION 1607 LIVE LOADS
425	TABLE 1607.1 MINIMUM UNIFORMLY DISTRIBUTED LIVE LOADS, L0, AND MINIMUM CONCENTRATED LIVE LOADS
426	TABLE 1607.1—continued MINIMUM UNIFORMLY DISTRIBUTED LIVE LOADS, L0,AND MINIMUM CONCENTRATED LIVE LOADS
427	TABLE 1607.1—continued MINIMUM UNIFORMLY DISTRIBUTED LIVE LOADS, L0, AND MINIMUM CONCENTRATED LIVE LOADS
429	EQUATION 16-7 TABLE 1607.12.1 LIVE LOAD ELEMENT FACTOR, KLL
430	EQUATION 16-8 EQUATION 16-9 EQUATION 16-10 EQUATION 16-11 EQUATION 16-12 EQUATION 16-13 EQUATION 16-14 EQUATION 16-15 EQUATION 16-16
432	SECTION 1608 SNOW LOADS SECTION 1609 WIND LOADS
433	TABLE 1608.2 GROUND SNOW LOADS, pg, FOR ALASKAN LOCATIONS
434	TABLE 1609.2 WINDBORNE DEBRIS PROTECTION FASTENING SCHEDULE FOR WOOD STRUCTURAL PANELSa, b, c, d
435	FIGURE 1608.2(1) GROUND SNOW LOADS, pg, FOR THE UNITED STATES (psf)
436	FIGURE 1608.2(2) GROUND SNOW LOADS, pg, FOR THE UNITED STATES (psf)
437	FIGURE 1609.3(1)BASIC DESIGN WIND SPEEDS, V, FOR RISK CATEGORY II BUILDINGS AND OTHER STRUCTURES
438	FIGURE 1609.3(2)BASIC DESIGN WIND SPEEDS, V, FOR RISK CATEGORY III BUILDINGS AND OTHER STRUCTURES
439	FIGURE 1609.3(3)BASIC DESIGN WIND SPEEDS, V, FOR RISK CATEGORY IV BUILDINGS AND OTHER STRUCTURES
440	FIGURE 1609.3(4)BASIC DESIGN WIND SPEEDS, V, FOR RISK CATEGORY I BUILDINGS AND OTHER STRUCTURES
441	FIGURE 1609.3(5)BASIC DESIGN WIND SPEEDS, V, FOR RISK CATEGORY II BUILDINGS AND OTHER STRUCTURES IN HAWAI
442	FIGURE 1609.3(6)BASIC DESIGN WIND SPEEDS, V, FOR RISK CATEGORY II BUILDINGS AND OTHER STRUCTURES IN HAWAII (OAHU, KAUAI)
443	FIGURE 1609.3(7)BASIC DESIGN WIND SPEEDS, V, FOR RISK CATEGORY III BUILDINGS AND OTHER STRUCTURES IN HAWAII
444	FIGURE 1609.3(8)BASIC DESIGN WIND SPEEDS, V, FOR RISK CATEGORY III BUILDINGS AND OTHER STRUCTURES IN HAWAII (OAHU, KAUAI)
445	FIGURE 1609.3(9)BASIC DESIGN WIND SPEEDS, V, FOR RISK CATEGORY IV BUILDINGS AND OTHER STRUCTURES IN HAWAII
446	FIGURE 1609.3(10)BASIC DESIGN WIND SPEEDS, V, FOR RISK CATEGORY IV BUILDINGS AND OTHER STRUCTURES IN HAWAII (OAHU, KAUAI)
447	FIGURE 1609.3(11)BASIC DESIGN WIND SPEEDS, V, FOR RISK CATEGORY I BUILDINGS AND OTHER STRUCTURES IN HAWAII
448	FIGURE 1609.3(12)BASIC DESIGN WIND SPEEDS, V, FOR RISK CATEGORY I BUILDINGS AND OTHER STRUCTURES IN HAWAII (OAHU, KAUAI)
449	EQUATION 16-17 TABLE 1609.3.1 WIND SPEED CONVERSIONSa, b, c
450	EQUATION 16-18 SECTION 1610 SOIL LOADS AND HYDROSTATIC PRESSURE SECTION 1611 RAIN LOADS EQUATION 16-19
451	TABLE 1610.1 LATERAL SOIL LOAD SECTION 1612 FLOOD LOADS
452	FIGURE 1611.1(1)100-YEAR, 1-HOUR RAINFALL (INCHES) WESTERN UNITED STATES
453	FIGURE 1611.1(2)100-YEAR, 1-HOUR RAINFALL (INCHES) CENTRAL UNITED STATES
454	FIGURE 1611.1(3)100-YEAR, 1-HOUR RAINFALL (INCHES) EASTERN UNITED STATES
455	FIGURE 1611.1(4)100-YEAR, 1-HOUR RAINFALL (INCHES) ALASKA
456	FIGURE 1611.1(5)100-YEAR, 1-HOUR RAINFALL (INCHES) HAWAII
457	SECTION 1613 EARTHQUAKE LOADS
458	EQUATION 16-20 EQUATION 16-21 EQUATION 16-22 EQUATION 16-23
459	TABLE 1613.2.3(1) VALUES OF SITE COEFFICIENT Faa TABLE 1613.2.3(2) VALUES OF SITE COEFFICIENT FVa TABLE 1613.2.5(1) SEISMIC DESIGN CATEGORY BASED ON SHORT-PERIOD (0.2 second) RESPONSE ACCELERATION TABLE 1613.2.5(2) SEISMIC DESIGN CATEGORY BASED ON 1-SECOND PERIOD RESPONSE ACCELERATION
460	SECTION 1614 ATMOSPHERIC ICE LOADS SECTION 1615 TSUNAMI LOADS SECTION 1616 STRUCTURAL INTEGRITY
461	FIGURE 1613.2.1(1) RISK-TARGETED MAXIMUM CONSIDERED EARTHQUAKE (MCER) GROUND MOTION RESPONSE ACCELERATIONS FOR THE CONTERMINOUS UNITED STATES OF 0.2-SECOND SPECTRAL RESPONSE ACCELERATION (5% OF CRITICAL DAMPING)
462	FIGURE 1613.2.1(2) RISK-TARGETED MAXIMUM CONSIDERED EARTHQUAKE (MCER) GROUND MOTION RESPONSE ACCELERATIONS FOR THECONTERMINOUS UNITED STATES OF 0.2-SECOND SPECTRAL RESPONSE ACCELERATION (5% OF CRITICAL DAMPING)
463	FIGURE 1613.2.1(3)RISK-TARGETED MAXIMUM CONSIDERED EARTHQUAKE (MCER) GROUND MOTION RESPONSE ACCELERATIONS FOR THE CONTERMINOUS UNITED STATES OF 1-SECOND SPECTRAL RESPONSE ACCELERATION (5% OF CRITICAL DAMPING
464	FIGURE 1613.2.1(4) RISK-TARGETED MAXIMUM CONSIDERED EARTHQUAKE (MCER) GROUND MOTION RESPONSE ACCELERATIONS FOR THE COTERMINOUS UNITED STATES OF 1-SECOND SPECTRAL RESPONSE ACCELERATION (5% OF CRITICAL DAMPING)
465	FIGURE 1613.2.1(5) RISK-TARGETED MAXIMUM CONSIDERED EARTHQUAKE (MCER) GROUND MOTION RESPONSE ACCELERATIONS FOR HAWAII OF 0.2- AND 1-SECOND SPECTRAL RESPONSE ACCELERATION (5% OF CRITICAL DAMPING)
466	FIGURE 1613.2.1(6) RISK-TARGETED MAXIMUM CONSIDERED EARTHQUAKE (MCER) GROUND MOTION RESPONSE ACCELERATIONS FOR ALASKA OF 0.2-SECOND SPECTRAL RESPONSE ACCELERATION (5% OF CRITICAL DAMPING)
467	FIGURE 1613.2.1(7) RISK-TARGETED MAXIMUM CONSIDERED EARTHQUAKE (MCER) GROUND MOTION RESPONSE ACCELERATIONS FOR ALASKA OF 1.0-SECOND SPECTRAL RESPONSE ACCELERATION (5% OF CRITICAL DAMPING)
468	FIGURE 1613.2.1(8) RISK-TARGETED MAXIMUM CONSIDERED EARTHQUAKE (MCER) GROUND MOTION RESPONSE ACCELERATIONS FOR PUERTO RICO AND THE UNITED STATES VIRGIN ISLANDS OF 0.2- AND 1-SECOND SPECTRAL RESPONSE ACCELERATION(5% OF CRITICAL DAMPING)
469	FIGURE 1613.2.1(9) RISK-TARGETED MAXIMUM CONSIDERED EARTHQUAKE (MCER) GROUND MOTION RESPONSE ACCELERATIONS FOR GUAM AND THE NORTHERN MARIANA ISLANDS OF 0.2- AND 1-SECOND SPECTRAL RESPONSE ACCELERATION(5% OF CRITICAL DAMPING)
470	FIGURE 1613.2.1(10) RISK-TARGETED MAXIMUM CONSIDERED EARTHQUAKE (MCER) GROUND MOTION RESPONSE ACCELERATIONSFOR AMERICAN SAMOA OF 0.2- AND 1-SECOND SPECTRAL RESPONSE ACCELERATION(5% OF CRITICAL DAMPING)
471	FIGURE 1616.3 LONGITUDINAL, PERIMETER, TRANSVERSE AND VERTICAL TIES EQUATION 16-24 EQUATION 16-25
474	CHAPTER 17 SPECIAL INSPECTIONS AND TESTS SECTION 1701 GENERAL SECTION 1702 NEW MATERIALS SECTION 1703 APPROVALS
475	SECTION 1704 SPECIAL INSPECTIONS AND TESTS, CONTRACTOR RESPONSIBILITY AND STRUCTURAL OBSERVATION
477	SECTION 1705 REQUIRED SPECIAL INSPECTIONS AND TESTS
478	TABLE 1705.2.3 REQUIRED SPECIAL INSPECTIONS OF OPEN-WEB STEEL JOISTS AND JOIST GIRDERS
479	TABLE 1705.3 REQUIRED SPECIAL INSPECTIONS AND TESTS OF CONCRETE CONSTRUCTION
480	TABLE 1705.5.3 REQUIRED SPECIAL INSPECTIONS OF MASS TIMBER CONSTRUCTION TABLE 1705.6 REQUIRED SPECIAL INSPECTIONS AND TESTS OF SOILS
481	TABLE 1705.7 REQUIRED SPECIAL INSPECTIONS AND TESTS OF DRIVEN DEEP FOUNDATION ELEMENTS TABLE 1705.8 REQUIRED SPECIAL INSPECTIONS AND TESTS OF CAST-IN-PLACE DEEP FOUNDATION ELEMENTS
483	TABLE 1705.13.7 REQUIRED INSPECTIONS OF STORAGE RACK SYSTEMS
486	SECTION 1706 DESIGN STRENGTHS OF MATERIALS SECTION 1707 ALTERNATIVE TEST PROCEDURE SECTION 1708 IN-SITU LOAD TESTS
487	SECTION 1709 PRECONSTRUCTION LOAD TESTS
490	CHAPTER 18 SOILS AND FOUNDATIONS SECTION 1801 GENERAL SECTION 1802 DESIGN BASIS SECTION 1803 GEOTECHNICAL INVESTIGATIONS
492	SECTION 1804 EXCAVATION, GRADING AND FILL
493	SECTION 1805 DAMPPROOFING AND WATERPROOFING
495	SECTION 1806 PRESUMPTIVE LOAD-BEARING VALUES OF SOILS TABLE 1806.2 PRESUMPTIVE LOAD-BEARING VALUES SECTION 1807 FOUNDATION WALLS, RETAINING WALLS AND EMBEDDED POSTS AND POLES
497	TABLE 1807.1.6.2 CONCRETE FOUNDATION WALLSb, c
498	TABLE 1807.1.6.3(1) PLAIN MASONRY FOUNDATION WALLSa, b, c
499	TABLE 1807.1.6.3(2) 8-INCH MASONRY FOUNDATION WALLS WITH REINFORCEMENT WHERE d ≥ 5 INCHESa, b, c
500	EQUATION 18-1 EQUATION 18-2 EQUATION 18-3 TABLE 1807.1.6.3(3) 10-INCH MASONRY FOUNDATION WALLS WITH REINFORCEMENT WHERE d ≥ 6.75 INCHESa, b, c
501	TABLE 1807.1.6.3(4) 12-INCH MASONRY FOUNDATION WALLS WITH REINFORCEMENT WHERE d ≥ 8.75 INCHESa, b, c SECTION 1808 FOUNDATIONS
503	FIGURE 1808.7.1 FOUNDATION CLEARANCES FROM SLOPES TABLE 1808.8.1 MINIMUM SPECIFIED COMPRESSIVE STRENGTH fc OF CONCRETE OR GROUT
504	TABLE 1808.8.2 MINIMUM CONCRETE COVER SECTION 1809 SHALLOW FOUNDATIONS
505	TABLE 1809.7 PRESCRIPTIVE FOOTINGS SUPPORTING WALLS OF LIGHT-FRAME CONSTRUCTIONa, b, c, d, e
506	SECTION 1810 DEEP FOUNDATIONS
509	TABLE 1810.3.2.6 ALLOWABLE STRESSES FOR MATERIALS USED IN DEEP FOUNDATION ELEMENTS
510	EQUATION 18-4
512	EQUATION 18-5
520	CHAPTER 19 CONCRETE SECTION 1901 GENERAL SECTION 1902 COORDINATION OF TERMINOLOGY
521	SECTION 1903 SPECIFICATIONS FOR TESTS AND MATERIALS SECTION 1904 DURABILITY REQUIREMENTS SECTION 1905 MODIFICATIONS TO ACI 318
524	SECTION 1906 FOOTINGS FOR LIGHT-FRAME CONSTRUCTION SECTION 1907 MINIMUM SLAB PROVISIONS SECTION 1908 SHOTCRETE
526	CHAPTER 20 ALUMINUM SECTION 2001 GENERAL SECTION 2002 MATERIALS
528	CHAPTER 21 MASONRY SECTION 2101 GENERAL SECTION 2102 NOTATIONS SECTION 2103 MASONRY CONSTRUCTION MATERIALS
529	TABLE 2103.2.3 CERAMIC TILE MORTAR COMPOSITIONS SECTION 2104 CONSTRUCTION SECTION 2105 QUALITY ASSURANCE SECTION 2106 SEISMIC DESIGN SECTION 2107 ALLOWABLE STRESS DESIGN
530	EQUATION 21-1 SECTION 2108 STRENGTH DESIGN OF MASONRY SECTION 2109 EMPIRICAL DESIGN OF ADOBE MASONRY
531	EQUATION 21-2 TABLE 2109.2.3.1 ALLOWABLE SHEAR ON BOLTS IN ADOBE MASONRY
532	SECTION 2110 GLASS UNIT MASONRY
533	SECTION 2111 MASONRY FIREPLACES
535	FIGURE 2111.12 ILLUSTRATION OF EXCEPTION TO FIREPLACE CLEARANCE PROVISION SECTION 2112 MASONRY HEATERS
536	SECTION 2113 MASONRY CHIMNEYS
539	FIGURE 2113.16 FLUE SIZES FOR MASONRY CHIMNEYS TABLE 2113.16(1) NET CROSS-SECTIONAL AREA OF ROUND FLUE SIZESa TABLE 2113.16(2) NET CROSS-SECTIONAL AREA OF SQUARE AND RECTANGULAR FLUE SIZES
540	FIGURE 2113.19 ILLUSTRATION OF EXCEPTION THREE CHIMNEY CLEARANCE PROVISION SECTION 2114 DRY-STACK MASONRY TABLE 2114.4 GROSS CROSS-SECTIONAL AREA ALLOWABLE STRESS FOR DRY-STACK MASONRY
542	CHAPTER 22 STEEL SECTION 2201 GENERAL SECTION 2202 IDENTIFICATION OF STEEL FOR STRUCTURAL PURPOSES SECTION 2203 PROTECTION OF STEEL FOR STRUCTURAL PURPOSES SECTION 2204 CONNECTIONS SECTION 2205 STRUCTURAL STEEL
543	SECTION 2206 COMPOSITE STRUCTURAL STEEL AND CONCRETE STRUCTURES SECTION 2207 STEEL JOISTS
544	SECTION 2208 STEEL CABLE STRUCTURES SECTION 2209 STEEL STORAGE RACKS SECTION 2210 COLD-FORMED STEEL
545	SECTION 2211 COLD-FORMED STEEL LIGHT-FRAME CONSTRUCTION
546	CHAPTER 23 WOOD SECTION 2301 GENERAL SECTION 2302 DESIGN REQUIREMENTS SECTION 2303 MINIMUM STANDARDS AND QUALITY
550	FIGURE 2303.4.1.2(1) PITMR AND PITMDB FOR TRUSS WEB MEMBERS REQUIRING ONE ROW OF PITMR
551	FIGURE 2303.4.1.2(2) ALTERNATIVE INSTALLATION USING BUCKLING REINFORCEMENT FOR TRUSS WEB MEMBERS IN LIEU OF ONE ROW OF PITMR
552	FIGURE 2303.4.1.2(3) PITMR AND PITMDB FOR TRUSS WEB MEMBERS REQUIRING TWO ROWS OF PITMR
553	FIGURE 2303.4.1.2(4) ALTERNATIVE INSTALLATION USING BUCKLING REINFORCEMENT FOR TRUSS WEB MEMBERS IN LIEU OF TWO ROWS OF PITMR
554	FIGURE 2303.4.1.2(5) PITMR AND PITMDB FOR FLAT PORTION OF TOP CHORD IN A PIGGYBACK ASSEMBLY
555	SECTION 2304 GENERAL CONSTRUCTION REQUIREMENTS
556	TABLE 2304.6.1 MAXIMUM ALLOWABLE STRESS DESIGN WIND SPEED, Vasd PERMITTED FOR WOOD STRUCTURAL PANEL WALL SHEATHING USED TO RESIST WIND PRESSURESa, b, c TABLE 2304.8(1) ALLOWABLE SPANS FOR LUMBER FLOOR AND ROOF SHEATHING
557	TABLE 2304.8(2) SHEATHING LUMBER, MINIMUM GRADE REQUIREMENTS: BOARD GRADE TABLE 2304.8(3) ALLOWABLE SPANS AND LOADS FOR WOOD STRUCTURAL PANEL SHEATHING AND SINGLE-FLOOR GRADES CONTINUOUS OVER TWO OR MORE SPANS WITH STRENGTH AXIS PERPENDICULAR TO SUPPORTSa
558	TABLE 2304.8(4) ALLOWABLE SPAN FOR WOOD STRUCTURAL PANEL COMBINATION SUBFLOOR-UNDERLAYMENT (SINGLE FLOOR)a (Panels Continuous Over Two or More Spans and Strength Axis Perpendicular to Supports) TABLE 2304.8(5) ALLOWABLE LOAD (PSF) FOR WOOD STRUCTURAL PANEL ROOF SHEATHING CONTINUOUS OVER TWO OR MORE SPANS AND STRENGTH AXIS PARALLEL TO SUPPORTS(Plywood structural panels are five-ply, five-layer unless otherwise noted)a
559	TABLE 2304.9.3.2 FASTENING SCHEDULE FOR MECHANICALLY LAMINATED DECKING USING LAMINATIONS OF 2-INCH NOMINAL THICKNESS
561	TABLE 2304.10.2 FASTENING SCHEDULE
562	TABLE 2304.10.2—continued FASTENING SCHEDULE
563	TABLE 2304.10.2—continued FASTENING SCHEDULE
564	TABLE 2304.10.2—continued FASTENING SCHEDULE
565	TABLE 2304.10.2—continued FASTENING SCHEDULE
566	TABLE 2304.11 MINIMUM DIMENSIONS OF HEAVY TIMBER STRUCTURAL MEMBERS
568	SECTION 2305 GENERAL DESIGN REQUIREMENTS FOR LATERAL FORCE-RESISTING SYSTEMS EQUATION 23-1
569	TABLE 2305.2(1)en VALUES (inches) FOR USE IN CALCULATING DIAPHRAGM AND SHEAR WALL DEFLECTION DUE TO FASTENER SLIP(Structural I)a, c TABLE 2305.2(2) VALUES OF Gt FOR USE IN CALCULATING DEFLECTION OF WOOD STRUCTURAL PANEL SHEAR WALLS AND DIAPHRAGMS
570	EQUATION 23-2 SECTION 2306 ALLOWABLE STRESS DESIGN TABLE 2306.1 STANDARDS FOR DESIGN AND CONSTRUCTION OF WOOD ELEMENTS IN STRUCTURES USING ALLOWABLE STRESS DESIGN
571	TABLE 2306.1.4 ALLOWABLE LOADS FOR LUMBER DECKING SECTION 2307 LOAD AND RESISTANCE FACTOR DESIGN SECTION 2308 CONVENTIONAL LIGHT-FRAME CONSTRUCTION
572	TABLE 2306.2(1) ALLOWABLE SHEAR VALUES (POUNDS PER FOOT) FOR WOOD STRUCTURAL PANEL DIAPHRAGMS UTILIZING STAPLES WITH FRAMING OF DOUGLAS FIR-LARCH, OR SOUTHERN PINEa FOR WIND OR SEISMIC LOADINGf FIGURE 2306.2(1) CASES 1 THROUGH 6 FOR USE WITH TABLE 2306.2(1)
573	TABLE 2306.2(2) ALLOWABLE SHEAR VALUES (POUNDS PER FOOT) FOR WOOD STRUCTURAL PANEL BLOCKED DIAPHRAGMS UTILIZING MULTIPLE ROWS OF STAPLES (HIGH-LOAD DIAPHRAGMS) WITH FRAMING OFDOUGLAS FIR-LARCH OR SOUTHERN PINEa FOR WIND OR SEISMIC LOADINGb, g, h
574	FIGURE 2306.2(2) FASTENER SPACING DIAGRAMS FOR USE WITH TABLE 2306.2(2)
575	TABLE 2306.3(1) ALLOWABLE SHEAR VALUES (POUNDS PER FOOT) FOR WOOD STRUCTURAL PANEL SHEAR WALLS UTILIZING STAPLES WITH FRAMING OF DOUGLAS FIR-LARCH OR SOUTHERN PINEa FOR WIND OR SEISMIC LOADINGb, f, g, i TABLE 2306.3(2) ALLOWABLE SHEAR VALUES (plf) FOR WIND OR SEISMIC LOADING ON SHEAR WALLS OF FIBERBOARD SHEATHING BOARD CONSTRUCTION UTILIZING STAPLES FOR TYPE V CONSTRUCTION ONLYa, b, c, d, e
576	TABLE 2306.3(3) ALLOWABLE SHEAR VALUES FOR WIND OR SEISMIC FORCES FOR SHEAR WALLS OF LATH AND PLASTER OR GYPSUM BOARD WOOD FRAMED WALL ASSEMBLIES UTILIZING STAPLES TABLE 2308.2.1 ALLOWABLE STORY HEIGHT
578	TABLE 2308.4.1.1(1) HEADER AND GIRDER SPANSa, b FOR EXTERIOR BEARING WALLS (Maximum spans for Douglas fir-larch, hem-fir, Southern pine and spruce-pine-fir and required number of jack studs) GROUND SNOW LOAD (psf)e
579	TABLE 2308.4.1.1(1)—continued HEADER AND GIRDER SPANSa, b FOR EXTERIOR BEARING WALLS(Maximum spans for Douglas fir-larch, hem-fir, Southern pine and spruce-pine-fir and required number of jack studs) TABLE 2308.4.1.1(1)—continued HEADER AND GIRDER SPANSa, b FOR EXTERIOR BEARING WALLS
580	TABLE 2308.4.1.1(2) HEADER AND GIRDER SPANSa, b FOR INTERIOR BEARING WALLS (Maximum spans for Douglas fir-larch, hem-fir, Southern pine and spruce-pine-fir and required number of jack studs)
581	TABLE 2308.4.2.1(1) FLOOR JOIST SPANS FOR COMMON LUMBER SPECIES (Residential sleeping areas, live load = 30 psf, L/Δ = 360)
582	TABLE 2308.4.2.1(1)—continued FLOOR JOIST SPANS FOR COMMON LUMBER SPECIES(Residential sleeping areas, live load = 30 psf, L/Δ = 360)
583	TABLE 2308.4.2.1(2) FLOOR JOIST SPANS FOR COMMON LUMBER SPECIES (Residential living areas, live load = 40 psf, L/Δ = 360)
584	TABLE 2308.4.2.1(2)—continued FLOOR JOIST SPANS FOR COMMON LUMBER SPECIES(Residential living areas, live load = 40 psf, L/Δ = 360)
586	FIGURE 2308.4.4.1(1) OPENINGS IN FLOOR AND ROOF DIAPHRAGMS FIGURE 2308.4.4.1(2) OPENING LIMITATIONS FOR FLOOR AND ROOF DIAPHRAGMS FIGURE 2308.4.4.2 PORTIONS OF FLOOR LEVEL OFFSET VERTICALLY
587	TABLE 2308.5.1 SIZE, HEIGHT AND SPACING OF WOOD STUDSc
588	FIGURE 2308.5.5.1(1) SINGLE-MEMBER HEADER IN EXTERIOR BEARING WALL FIGURE 2308.5.5.1(2) ALTERNATIVE SINGLE-MEMBER HEADER WITHOUT CRIPPLE
589	TABLE 2308.5.11 MINIMUM THICKNESS OF WALL SHEATHING
590	FIGURE 2308.6.1 BASIC COMPONENTS OF THE LATERAL BRACING SYSTEM
591	TABLE 2308.6.1 WALL BRACING REQUIREMENTSa
592	TABLE 2308.6.3(1)BRACING METHODS
593	TABLE 2308.6.3(2) EXPOSED PLYWOOD PANEL SIDING TABLE 2308.6.3(3) WOOD STRUCTURAL PANEL WALL SHEATHINGb (Not exposed to the weather, strength axis parallel or perpendicular to studs except as indicated) TABLE 2308.6.3(4) ALLOWABLE SPANS FOR PARTICLEBOARD WALL SHEATHING (Not exposed to the weather, long dimension of the panel parallel or perpendicular to studs)
594	TABLE 2308.6.3(5) HARDBOARD SIDING FIGURE 2308.6.5.1 ALTERNATE BRACED WALL PANEL (ABW)
595	FIGURE 2308.6.5.2 PORTAL FRAME WITH HOLD-DOWNS (PFH)
597	FIGURE 2308.6.7.2(1) BRACED WALL LINE TOP PLATE CONNECTION FIGURE 2308.6.7.2(2) BRACED WALL PANEL TOP PLATE CONNECTION
599	FIGURE 2308.6.8.2(2) ROOF EXTENSION IN SDC D OR E BEYOND BRACED WALL LINE
600	FIGURE 2308.6.8.3 STEPPED FOOTING CONNECTION DETAILS
602	TABLE 2308.7.5 REQUIRED RATING OF APPROVED UPLIFT CONNECTORS (pounds)a, b, c, e, f, g, h
603	SECTION 2309 WOOD FRAME CONSTRUCTION MANUAL
604	TABLE 2308.7.1(1) CEILING JOIST SPANS FOR COMMON LUMBER SPECIES (Uninhabitable attics without storage, live load = 10 psf, L/Δ = 240)
605	TABLE 2308.7.1(1)—continued CEILING JOIST SPANS FOR COMMON LUMBER SPECIES(Uninhabitable attics without storage, live load = 10 psf, L/Δ = 240)
606	TABLE 2308.7.1(2) CEILING JOIST SPANS FOR COMMON LUMBER SPECIES(Uninhabitable attics with limited storage, live load = 20 psf, L/Δ = 240)
607	TABLE 2308.7.1(2)—continued CEILING JOIST SPANS FOR COMMON LUMBER SPECIES(Uninhabitable attics with limited storage, live load = 20 psf, L/Δ = 240)
608	TABLE 2308.7.2(1) RAFTER SPANS FOR COMMON LUMBER SPECIES(Roof live load = 20 psf, ceiling not attached to rafters, L/Δ = 180)
609	TABLE 2308.7.2(1)—continued RAFTER SPANS FOR COMMON LUMBER SPECIES(Roof live load = 20 psf, ceiling not attached to rafters, L/Δ = 180)
610	TABLE 2308.7.2(2) RAFTER SPANS FOR COMMON LUMBER SPECIES(Roof live load = 20 psf, ceiling attached to rafters, L/Δ = 240)
611	TABLE 2308.7.2(2)—continued RAFTER SPANS FOR COMMON LUMBER SPECIES(Roof live load = 20 psf, ceiling attached to rafters, L/Δ = 240)
612	TABLE 2308.7.2(3) RAFTER SPANS FOR COMMON LUMBER SPECIES(Ground snow load = 30 psf, ceiling not attached to rafters, L/Δ = 180)
613	TABLE 2308.7.2(3)—continued RAFTER SPANS FOR COMMON LUMBER SPECIES(Ground snow load = 30 psf, ceiling not attached to rafters, L/Δ = 180)
614	TABLE 2308.7.2(4) RAFTER SPANS FOR COMMON LUMBER SPECIES(Ground snow load = 50 psf, ceiling not attached to rafters, L/Δ = 180)
615	TABLE 2308.7.2(4)—continued RAFTER SPANS FOR COMMON LUMBER SPECIES(Ground snow load = 50 psf, ceiling not attached to rafters, L/Δ = 180)
616	TABLE 2308.7.2(5) RAFTER SPANS FOR COMMON LUMBER SPECIES(Ground snow load = 30 psf, ceiling attached to rafters, L/Δ = 240)
617	TABLE 2308.7.2(5)—continued RAFTER SPANS FOR COMMON LUMBER SPECIES(Ground snow load = 30 psf, ceiling attached to rafters, L/Δ = 240)
618	TABLE 2308.7.2(6) RAFTER SPANS FOR COMMON LUMBER SPECIES(Ground snow load = 50 psf, ceiling attached to rafters, L/Δ = 240)
619	TABLE 2308.7.2(6)—continued RAFTER SPANS FOR COMMON LUMBER SPECIES(Ground snow load = 50 psf, ceiling attached to rafters, L/Δ = 240) TABLE 2308.7.2(7) RAFTER SPAN ADJUSTMENT FACTOR
620	TABLE 2308.7.3.1 RAFTER TIE CONNECTIONSi
621	TABLE 2308.7.3.1(1) HEEL JOINT CONNECTION ADJUSTMENT FACTORS TABLE 2308.7.12 ALLOWABLE SPANS FOR 2-INCH TONGUE-AND-GROOVE DECKING
622	TABLE 2308.7.12—continued ALLOWABLE SPANS FOR 2-INCH TONGUE-AND-GROOVE DECKING
624	CHAPTER 24 GLASS AND GLAZING SECTION 2401 GENERAL SECTION 2402 GLAZING REPLACEMENT SECTION 2403 GENERAL REQUIREMENTS FOR GLASS SECTION 2404 WIND, SNOW, SEISMIC AND DEAD LOADS ON GLASS
625	EQUATION 24-1 EQUATION 24-2 EQUATION 24-3 EQUATION 24-4 EQUATION 24-5 EQUATION 24-6 EQUATION 24-7 EQUATION 24-8 EQUATION 24-9
626	EQUATION 24-10 EQUATION 24-11 EQUATION 24-12
627	SECTION 2405 SLOPED GLAZING AND SKYLIGHTS SECTION 2406 SAFETY GLAZING EQUATION 24-13 EQUATION 24-14 EQUATION 24-15
628	TABLE 2406.2(1) MINIMUM CATEGORY CLASSIFICATION OF GLAZING USING CPSC 16 CFR PART 1201 TABLE 2406.2(2) MINIMUM CATEGORY CLASSIFICATION OF GLAZING USING ANSI Z97.1
629	SECTION 2407 GLASS IN HANDRAILS AND GUARDS
630	SECTION 2408 GLAZING IN ATHLETIC FACILITIES SECTION 2409 GLASS IN WALKWAYS, ELEVATOR HOISTWAYS AND ELEVATOR CARS
632	CHAPTER 25 GYPSUM BOARD, GYPSUM PANEL PRODUCTS AND PLASTER SECTION 2501 GENERAL SECTION 2502 PERFORMANCE SECTION 2503 INSPECTION SECTION 2504 VERTICAL AND HORIZONTAL ASSEMBLIES SECTION 2505 SHEAR WALL CONSTRUCTION SECTION 2506 GYPSUM BOARD AND GYPSUM PANEL PRODUCT MATERIALS
633	TABLE 2506.2 GYPSUM BOARD AND GYPSUM PANEL PRODUCTS MATERIALS AND ACCESSORIES SECTION 2507 LATHING AND PLASTERING SECTION 2508 GYPSUM CONSTRUCTION TABLE 2508.1 INSTALLATION OF GYPSUM CONSTRUCTION
634	TABLE 2507.2 LATH, PLASTERING MATERIALS AND ACCESSORIES TABLE 2508.6 SHEAR CAPACITY FOR HORIZONTAL WOOD-FRAME GYPSUM BOARD DIAPHRAGM CEILING ASSEMBLIES
635	SECTION 2509 SHOWERS AND WATER CLOSETS TABLE 2509.2 BACKERBOARD MATERIALS SECTION 2510 LATHING AND FURRING FOR CEMENT PLASTER(STUCCO)
636	SECTION 2511 INTERIOR PLASTER TABLE 2511.1.1 INSTALLATION OF PLASTER CONSTRUCTION SECTION 2512 EXTERIOR PLASTER
637	TABLE 2512.6 CEMENT PLASTERS SECTION 2513 EXPOSED AGGREGATE PLASTER
638	SECTION 2514 REINFORCED GYPSUM CONCRETE
640	CHAPTER 26 PLASTIC SECTION 2601 GENERAL SECTION 2602 FINISH AND TRIM SECTION 2603 FOAM PLASTIC INSULATION
644	FIGURE 2603.8 TERMITE INFESTATION PROBABILITY MAP
645	[BS]TABLE 2603.12.1 CLADDING MINIMUM FASTENING REQUIREMENTS FOR DIRECT ATTACHMENT OVER FOAM PLASTIC SHEATHING TO SUPPORT CLADDING WEIGHTa [BS]TABLE 2603.12.2 FURRING MINIMUM FASTENING REQUIREMENTS FOR APPLICATION OVER FOAM PLASTIC SHEATHING TO SUPPORT CLADDING WEIGHTa
646	[BS]TABLE 2603.13.1 CLADDING MINIMUM FASTENING REQUIREMENTS FOR DIRECT ATTACHMENT OVER FOAM PLASTIC SHEATHING TO SUPPORT CLADDING WEIGHTa SECTION 2604 INTERIOR FINISH AND TRIM SECTION 2605 PLASTIC VENEER
647	[BS]TABLE 2603.13.2 FURRING MINIMUM FASTENING REQUIREMENTS FOR APPLICATION OVER FOAM PLASTIC SHEATHING TO SUPPORT CLADDING WEIGHTa, b SECTION 2606 LIGHT-TRANSMITTING PLASTICS
648	SECTION 2607 LIGHT-TRANSMITTING PLASTIC WALL PANELS
649	TABLE 2607.4 AREA LIMITATION AND SEPARATION REQUIREMENTS FOR LIGHT-TRANSMITTING PLASTIC WALL PANELSa SECTION 2608 LIGHT-TRANSMITTING PLASTIC GLAZING
650	SECTION 2609 LIGHT-TRANSMITTING PLASTIC ROOF PANELS TABLE 2609.4 AREA LIMITATIONS FOR LIGHT-TRANSMITTING PLASTIC ROOF PANELS SECTION 2610 LIGHT-TRANSMITTING PLASTIC SKYLIGHT GLAZING
651	SECTION 2611 LIGHT-TRANSMITTING PLASTIC INTERIOR SIGNS SECTION 2612 PLASTIC COMPOSITES
652	SECTION 2613 FIBER-REINFORCED POLYMER SECTION 2614 REFLECTIVE PLASTIC CORE INSULATION
654	CHAPTER 27 ELECTRICAL SECTION 2701 GENERAL SECTION 2702 EMERGENCY AND STANDBY POWER SYSTEMS
656	CHAPTER 28 MECHANICAL SYSTEMS SECTION 2801 GENERAL
658	CHAPTER 29 PLUMBING SYSTEMS SECTION 2901 GENERAL SECTION 2902 MINIMUM PLUMBING FACILITIES
659	[P] TABLE 2902.1 MINIMUM NUMBER OF REQUIRED PLUMBING FIXTURESa (See Sections 2902.1.1 and 2902.2)
660	[P] TABLE 2902.1—continued MINIMUM NUMBER OF REQUIRED PLUMBING FIXTURESa (See Sections 2902.1.1 and 2902.2)
661	[P] TABLE 2902.1—continued MINIMUM NUMBER OF REQUIRED PLUMBING FIXTURESa (See Sections 2902.1.1 and 2902.2)
663	[P] SECTION 2903 INSTALLATION OF FIXTURES
664	CHAPTER 30 ELEVATORS AND CONVEYING SYSTEMS SECTION 3001 GENERAL TABLE 3001.3 ELEVATORS AND CONVEYING SYSTEMS AND COMPONENTS SECTION 3002 HOISTWAY ENCLOSURES
665	SECTION 3003 EMERGENCY OPERATIONS SECTION 3004 CONVEYING SYSTEMS
666	SECTION 3005 MACHINE ROOMS SECTION 3006 ELEVATOR LOBBIES AND HOISTWAY OPENING PROTECTION
667	SECTION 3007 FIRE SERVICE ACCESS ELEVATOR
668	FIGURE 3007.6.5 FIRE SERVICE ACCESS ELEVATOR SYMBOL
669	SECTION 3008 OCCUPANT EVACUATION ELEVATORS
672	CHAPTER 31 SPECIAL CONSTRUCTION SECTION 3101 GENERAL SECTION 3101 GENERAL SECTION 3102 MEMBRANE STRUCTURES
673	SECTION 3103 TEMPORARY STRUCTURES
674	SECTION 3104 PEDESTRIAN WALKWAYS AND TUNNELS
675	SECTION 3105 AWNINGS AND CANOPIES SECTION 3106 MARQUEES
676	SECTION 3107 SIGNS SECTION 3108 TELECOMMUNICATION AND BROADCAST TOWERS SECTION 3109 SWIMMING POOLS, SPAS AND HOT TUBS SECTION 3110 AUTOMATIC VEHICULAR GATES SECTION 3111 SOLAR ENERGY SYSTEMS SECTION 3112 GREENHOUSES
677	SECTION 3113 RELOCATABLE BUILDINGS SECTION 3114 PUBLIC USE RESTROOM BUILDINGS IN FLOOD HAZARD AREAS
678	SECTION 3115 INTERMODAL SHIPPING CONTAINERS
680	TABLE 3115.8.5.3 ALLOWABLE SHEAR VALUES FOR INTERMODAL SHIPPING CONTAINER CORRUGATED STEEL WALLS FOR WIND OR SEISMIC LOADING
681	FIGURE 3115.8.5.3(1) BRACING UNIT DISTRIBUTION—MAXIMUM LINEAR LENGTH FIGURE 3115.8.5.3(2) BRACING UNIT DISTRIBUTION—MINIMUM LINEAR LENGTH
682	FIGURE 3115.8.5.3(3) BRACING UNIT DISTRIBUTION—BOUNDARY ELEMENTS FIGURE 3115.8.5.3(4) BRACING UNIT DISTRIBUTION—PENETRATION LIMITATIONS
684	CHAPTER 32 ENCROACHMENTS INTO THE PUBLIC RIGHT-OF-WAY SECTION 3201 GENERAL SECTION 3202 ENCROACHMENTS
686	CHAPTER 33 SAFEGUARDS DURING CONSTRUCTION SECTION 3301 GENERAL SECTION 3302 CONSTRUCTION SAFEGUARDS SECTION 3303 DEMOLITION SECTION 3304 SITE WORK
687	SECTION 3305 SANITARY SECTION 3306 PROTECTION OF PEDESTRIANS TABLE 3306.1 PROTECTION OF PEDESTRIANS
688	SECTION 3307 PROTECTION OF ADJOINING PROPERTY SECTION 3308 TEMPORARY USE OF STREETS, ALLEYS AND PUBLIC PROPERTY
689	SECTION 3309 FIRE EXTINGUISHERS SECTION 3310 MEANS OF EGRESS SECTION 3311 STANDPIPES SECTION 3312 AUTOMATIC SPRINKLER SYSTEM SECTION 3313 WATER SUPPLY FOR FIRE PROTECTION
690	SECTION 3314 FIRE WATCH DURING CONSTRUCTON
692	CHAPTER 34 RESERVED
694	CHAPTER 35 REFERENCED STANDARDS AA AAMA ACI
695	AISC AISI ALI AMCA
696	ANSI APA
697	ASABE
698	ASCE/SEI ASHRAE ASME
699	ASSP ASTM
711	AWC AWCI AWPA AWS
712	BHMA CEN CPA CPSC
713	CSA CSSB DASMA DHA DOC
714	DOL DOTn EN FEMA FM
715	GA ICC
716	ISO MHI
717	NAAMM NCMA NFPA
719	PCI
720	PTI RMI SBCA SDI SJI SPRI
721	SRCC TIA TMS TPI
722	UL
724	ULC USC WCLIB WDMA
725	WRI
726	APPENDIX A EMPLOYEE QUALIFICATIONS SECTION A101 BUILDING OFFICIAL QUALIFICATIONS SECTION A102 REFERENCED STANDARDS TABLE A102.1 REFERENCED STANDARDS
728	APPENDIX B BOARD OF APPEALS SECTION B101 GENERAL
730	APPENDIX C GROUP U—AGRICULTURAL BUILDINGS SECTION C101 GENERAL SECTION C102 ALLOWABLE HEIGHT AND AREA TABLE C102.1 BASIC ALLOWABLE AREA FOR A GROUP U, ONE STORY IN HEIGHT AND MAXIMUM HEIGHT OF SUCH OCCUPANCY SECTION C103 MIXED OCCUPANCIES SECTION C104 EXITS
732	APPENDIX D FIRE DISTRICTS SECTION D101 GENERAL SECTION D102 BUILDING RESTRICTIONS
733	SECTION D103 CHANGES TO BUILDINGS SECTION D104 BUILDINGS LOCATED PARTIALLY IN THE FIRE DISTRICT SECTION D105 EXCEPTIONS TO RESTRICTIONS IN FIRE DISTRICT
734	SECTION D106 REFERENCED STANDARDS TABLE D106.1 REFERENCED STANDARDS
736	APPENDIX E SUPPLEMENTARY ACCESSIBILITY REQUIREMENTS SECTION E101 GENERAL SECTION E102 DEFINITIONS SECTION E103 ACCESSIBLE ROUTE SECTION E104 SPECIAL OCCUPANCIES
737	SECTION E105 OTHER FEATURES AND FACILITIES SECTION E106 TELEPHONES TABLE E106.2 WHEELCHAIR-ACCESSIBLE TELEPHONES TABLE E104.2.1 DWELLING OR SLEEPING UNITS WITH ACCESSIBLE COMMUNICATION FEATURES
738	SECTION E107 SIGNAGE
739	SECTION E108 BUS STOPS SECTION E109 TRANSPORTATION FACILITIES AND STATIONS
740	SECTION E110 AIRPORTS SECTION E111 REFERENCED STANDARDS TABLE E111.1 REFERENCED STANDARDS
742	APPENDIX F RODENTPROOFING SECTION F101 GENERAL
744	APPENDIX G FLOOD-RESISTANT CONSTRUCTION SECTION G101 ADMINISTRATION SECTION G102 DEFINITIONS
745	SECTION G103 APPLICABILITY SECTION G104 POWERS AND DUTIES
746	SECTION G105 PERMITS SECTION G106 VARIANCES
747	SECTION G107 SUBDIVISIONS
748	SECTION G108 SITE IMPROVEMENT SECTION G109 MANUFACTURED HOMES SECTION G110 RECREATIONAL VEHICLES SECTION G111 TANKS
749	SECTION G112 OTHER BUILDING WORK SECTION G113 TEMPORARY STRUCTURES AND TEMPORARY STORAGE SECTION G114 UTILITY AND MISCELLANEOUS GROUP U
750	SECTION G115 REFERENCED STANDARDS TABLE G115.1 REFERENCED STANDARDS
752	APPENDIX H SIGNS SECTION H101 GENERAL SECTION H102 DEFINITIONS SECTION H103 LOCATION
753	SECTION H104 IDENTIFICATION SECTION H105 DESIGN AND CONSTRUCTION SECTION H106 ELECTRICAL SECTION H107 COMBUSTIBLE MATERIALS SECTION H108 ANIMATED DEVICES
754	SECTION H109 GROUND SIGNS SECTION H110 ROOF SIGNS SECTION H111 WALL SIGNS SECTION H112 PROJECTING SIGNS
755	SECTION H113 MARQUEE SIGNS SECTION H114 PORTABLE SIGNS SECTION H115 THICKNESS OF SIGNS TABLE H115.1(1) SIZE, THICKNESS AND TYPE OF GLASS PANELS IN SIGNS TABLE H115.1(2) THICKNESS OF PROJECTION SIGN SECTION H116 REFERENCED STANDARDS TABLE H116.1 REFERENCED STANDARDS
756	APPENDIX I PATIO COVERS SECTION I101 GENERAL SECTION I102 DEFINITION SECTION I103 EXTERIOR WALLS AND OPENINGS SECTION I104 HEIGHT SECTION I105 STRUCTURAL PROVISIONS
758	APPENDIX J GRADING SECTION J101 GENERAL SECTION J102 DEFINITIONS SECTION J103 PERMITS REQUIRED
759	SECTION J104 PERMIT APPLICATION AND SUBMITTALS SECTION J105 INSPECTIONS SECTION J106 EXCAVATIONS SECTION J107 FILLS SECTION J108 SETBACKS
760	FIGURE J107.3 BENCHING DETAILS FIGURE J108.1 DRAINAGE DIMENSIONS
761	SECTION J109 DRAINAGE AND TERRACING SECTION J110 EROSION CONTROL SECTION J111 REFERENCED STANDARDS TABLE J111.1 REFERENCED STANDARDS
762	APPENDIX K ADMINISTRATIVE PROVISIONS SECTION K101 GENERAL SECTION K102 APPLICABILITY SECTION K103 PERMITS
763	SECTION K104 CONSTRUCTION DOCUMENTS SECTION K105 ALTERNATIVE ENGINEERED DESIGN SECTION K106 REQUIRED INSPECTIONS SECTION K107 PREFABRICATED CONSTRUCTION
764	SECTION K108 TESTING SECTION K109 RECONNECTION SECTION K110 CONDEMNING ELECTRICAL SYSTEMS SECTION K111 ELECTRICAL PROVISIONS
766	APPENDIX L EARTHQUAKE RECORDING INSTRUMENTATION SECTION L101 GENERAL
768	APPENDIX M TSUNAMI-GENERATED FLOOD HAZARDS SECTION M101 REFUGE STRUCTURES FOR VERTICAL EVACUATION FROM TSUNAMI-GENERATED FLOOD HAZARDS SECTION M102 REFERENCED STANDARDS TABLE M102.1 REFERENCED STANDARDS
770	APPENDIX N REPLICABLE BUILDINGS SECTION N101 ADMINISTRATION SECTION N102 DEFINITIONS SECTION N103 REPLICABLE DESIGN REQUIREMENTS SECTION N104 REPLICABLE DESIGN SUBMITTAL REQUIREMENTS
771	SECTION N105 REVIEW AND APPROVAL OF REPLICABLE DESIGN SECTION N106 SITE-SPECIFIC APPLICATION OF APPROVED REPLICABLE DESIGN SECTION N107 SITE-SPECIFIC REVIEW AND APPROVAL OF REPLICABLE DESIGN
772	[A] APPENDIX O PERFORMANCE-BASED APPLICATION [A] SECTION O101 GENERAL
774	INDEX
814	ICC TRAINING
815	ICC DIGITAL CODE PREMIUM

SC ResidentialCode 2018

Sat, 19 Oct 2024 12:56:51 +0000

This is a fully integrated code based on the 2018 IRC. Effective date January 1, 2020

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PDF Pages	PDF Title
1	2018 SOUTH CAROLINA RESIDENTIAL CODE FOR ONE AND TWO FAMILY DWELLINGS
2	2018 SOUTH CAROLINA RESIDENTIAL CODE FOR ONE AND TWO FAMILY DWELLINGS TITLE PAGE
3	COPYRIGHT
4	PREFACE
8	EFFECTIVE USE OF THE INTERNATIONAL RESIDENTIAL CODE
18	TABLE OF CONTENTS
26	PART I—ADMINISTRATIVE CHAPTER 1 SCOPE AND ADMINISTRATION PART 1—SCOPE AND APPLICATION SECTION R101 GENERAL SECTION R102 APPLICABILITY
27	PART 2—ADMINISTRATION AND ENFORCEMENT SECTION R103 DEPARTMENT OF BUILDING SAFETY SECTION R104 DUTIES AND POWERS OF THE BUILDING OFFICIAL
28	SECTION R105 PERMITS
31	SECTION R106 CONSTRUCTION DOCUMENTS
32	SECTION R107 TEMPORARY STRUCTURES AND USES SECTION R108 FEES SECTION R109 INSPECTIONS
33	SECTION R110 CERTIFICATE OF OCCUPANCY SECTION R111 SERVICE UTILITIES
34	SECTION R112 BOARD OF APPEALS SECTION R113 VIOLATIONS SECTION R114 STOP WORK ORDER
36	PART II—DEFINITIONS CHAPTER 2 DEFINITIONS SECTION R201 GENERAL SECTION R202 DEFINITIONS
54	PART III—BUILDING PLANNING AND CONSTRUCTION CHAPTER 3 BUILDING PLANNING SECTION R301 DESIGN CRITERIA
56	TABLE R301.2.1.2 WINDBORNE DEBRIS PROTECTION FASTENING SCHEDULE FOR WOOD STRUCTURAL PANELS
57	TABLE R301.2(1) CLIMATIC AND GEOGRAPHIC DESIGN CRITERIA
58	TABLE R301.2(2) COMPONENT AND CLADDING LOADS FOR A BUILDING WITH A MEAN ROOF HEIGHT OF 30 FEET LOCATED IN EXPOSURE B
59	TABLE R301.2(3) HEIGHT AND EXPOSURE ADJUSTMENT COEFFICIENTS FOR TABLE R301.2(2) FIGURE R301.2(1) ISOLINES OF THE 971/2 -PERCENT WINTER (DECEMBER, JANUARY AND FEBRUARY) DESIGN TEMPERATURES (°F)
60	FIGURE R301.2(2) SEISMIC DESIGN CATEGORIES
61	FIGURE R301.2(2)—continued SEISMIC DESIGN CATEGORIES
62	FIGURE R301.2(2)—continued SEISMIC DESIGN CATEGORIES
63	FIGURE R301.2(2)—continued SEISMIC DESIGN CATEGORIES
64	FIGURE R301.2(2)—continued SEISMIC DESIGN CATEGORIES
65	FIGURE R301.2(3) ALTERNATE SEISMIC DESIGN CATEGORIES
66	FIGURE R301.2(3)—continued ALTERNATE SEISMIC DESIGN CATEGORIES
67	FIGURE R301.2(3)—continued ALTERNATE SEISMIC DESIGN CATEGORIES
68	FIGURE R301.2(3)—continued ALTERNATE SEISMIC DESIGN CATEGORIES
69	FIGURE R301.2(3)—continued ALTERNATE SEISMIC DESIGN CATEGORIES
70	FIGURE R301.2(4) WEATHERING PROBABILITY MAP FOR CONCRETE
71	FIGURE R301.2(5)A ULTIMATE DESIGN WIND SPEEDS
72	FIGURE R301.2(5)B REGIONS WHERE WIND DESIGN IS REQUIRED
73	FIGURE R301.2(6) GROUND SNOW LOADS, Pg, FOR THE UNITED STATES (lb/ft2)
74	FIGURE R301.2(6)—continued GROUND SNOW LOADS, Pg, FOR THE UNITED STATES (lb/ft2)
75	FIGURE R301.2(7) TERMITE INFESTATION PROBABILITY MAP
76	FIGURE R301.2(8) COMPONENT AND CLADDING PRESSURE ZONES TABLE R301.2.1.3 WIND SPEED CONVERSIONSa
77	TABLE R301.2.1.5.1 ULTIMATE DESIGN WIND SPEED MODIFICATION FOR TOPOGRAPHIC WIND EFFECT FIGURE R301.2.1.5.1(1) TOPOGRAPHIC FEATURES FOR WIND SPEED-UP EFFECT FIGURE R301.2.1.5.1(2) ILLUSTRATION OF WHERE ON A TOPOGRAPHIC FEATURE, WIND SPEED INCREASE IS APPLIED
78	FIGURE R301.2.1.5.1(3) UPWIND OBSTRUCTION TABLE R301.2.2.1.1 SEISMIC DESIGN CATEGORY DETERMINATION
81	TABLE R301.5 MINIMUM UNIFORMLY DISTRIBUTED LIVE LOADS (in pounds per square foot)
82	TABLE R301.6 MINIMUM ROOF LIVE LOADS IN POUNDS-FORCE PER SQUARE FOOT OF HORIZONTAL PROJECTION TABLE R301.7 ALLOWABLE DEFLECTION OF STRUCTURAL MEMBERS SECTION R302 FIRE-RESISTANT CONSTRUCTION
83	TABLE R302.1(1) EXTERIOR WALLS TABLE R302.1(2) EXTERIOR WALLS—DWELLINGS WITH FIRE SPRINKLERS
86	TABLE R302.6 DWELLING-GARAGE SEPARATION
88	SECTION R303 LIGHT, VENTILATION AND HEATING
89	SECTION R304 MINIMUM ROOM AREAS SECTION R305 CEILING HEIGHT
90	SECTION R306 SANITATION SECTION R307 TOILET, BATH AND SHOWER SPACES SECTION R308 GLAZING
91	FIGURE R307.1 MINIMUM FIXTURE CLEARANCES
92	TABLE R308.3.1(1) MINIMUM CATEGORY CLASSIFICATION OF GLAZING USING CPSC 16 CFR 1201 TABLE R308.3.1(2) MINIMUM CATEGORY CLASSIFICATION OF GLAZING USING ANSI Z97.1
93	FIGURE R308.4.7 HAZARDOUS GLAZING LOCATIONS AT BOTTOM STAIR LANDINGS
94	SECTION R309 GARAGES AND CARPORTS SECTION R310 EMERGENCY ESCAPE AND RESCUE OPENINGS
96	SECTION R311 MEANS OF EGRESS
99	SECTION R312 GUARDS AND WINDOW FALL PROTECTION
100	SECTION R313 AUTOMATIC FIRE SPRINKLER SYSTEMS SECTION R314 SMOKE ALARMS
101	SECTION R315 CARBON MONOXIDE ALARMS
102	SECTION R316 FOAM PLASTIC
103	SECTION R317 PROTECTION OF WOOD AND WOOD-BASED PRODUCTS AGAINST DECAY
105	SECTION R318 PROTECTION AGAINST SUBTERRANEAN TERMITES
106	SECTION R319 SITE ADDRESS SECTION R320 ACCESSIBILITY SECTION R321 ELEVATORS AND PLATFORM LIFTS SECTION R322 FLOOD-RESISTANT CONSTRUCTION
110	SECTION R323 STORM SHELTERS SECTION 324 SOLAR ENERGY SYSTEMS
111	SECTION R325 MEZZANINES
112	SECTION R326 SWIMMING POOLS, SPAS AND HOT TUBS SECTION R327 STATIONARY STORAGE BATTERY SYSTEMS
114	CHAPTER 4 FOUNDATIONS SECTION R401 GENERAL TABLE R401.4.1 PRESUMPTIVE LOAD-BEARING VALUES OF FOUNDATION MATERIALS SECTION R402 MATERIALS
115	TABLE R402.2 MINIMUM SPECIFIED COMPRESSIVE STRENGTH OF CONCRETE SECTION R403 FOOTINGS
117	TABLE R403.1(1) MINIMUM WIDTH AND THICKNESS FOR CONCRETE FOOTINGS FOR LIGHT-FRAME CONSTRUCTION (inches)a, b
118	TABLE R403.1(2) MINIMUM WIDTH AND THICKNESS FOR CONCRETE FOOTINGS FOR LIGHT-FRAME CONSTRUCTION WITH BRICK VENEER (inches)a, b
119	TABLE R403.1(3) MINIMUM WIDTH AND THICKNESS FOR CONCRETE FOOTINGS WITH CAST-IN-PLACE CONCRETE OR FULLY GROUTED MASONRY WALL CONSTRUCTION (inches)a, b
120	FIGURE R403.1(1) PLAIN CONCRETE FOOTINGS WITH MASONRY AND CONCRETE STEM WALLS IN SDC A, B AND C
121	FIGURE R403.1(2) PERMANENT WOOD FOUNDATION BASEMENT WALL SECTION
122	FIGURE R403.1(3) PERMANENT WOOD FOUNDATION CRAWL SPACE SECTION
123	FIGURE R403.1.3 REINFORCED CONCRETE FOOTINGS AND MASONRY AND CONCRETE STEM WALLS IN SDC D0, D1 AND D2
125	FIGURE R403.1.7.1 FOUNDATION CLEARANCE FROM SLOPES
127	FIGURE R403.3(1) INSULATION PLACEMENT FOR FROST-PROTECTED FOOTINGS IN HEATED BUILDINGS TABLE R403.3(1) MINIMUM FOOTING DEPTH AND INSULATION REQUIREMENTS FOR FROST-PROTECTED FOOTINGS IN HEATED BUILDINGSa
128	FIGURE R403.3(2) AIR-FREEZING INDEX AN ESTIMATE OF THE 100-YEAR RETURN PERIO
129	TABLE R403.3(2) AIR-FREEZING INDEX FOR U.S. LOCATIONS BY COUNTY
130	TABLE R403.3(2)—continued AIR-FREEZING INDEX FOR U.S. LOCATIONS BY COUNTY
131	TABLE R403.3(2)—continued AIR-FREEZING INDEX FOR U.S. LOCATIONS BY COUNTY
132	TABLE R403.3(2)—continued AIR-FREEZING INDEX FOR U.S. LOCATIONS BY COUNTY
133	TABLE R403.3(2)—continued AIR-FREEZING INDEX FOR U.S. LOCATIONS BY COUNTY
134	FIGURE R403.3(3) INSULATION PLACEMENT FOR FROST-PROTECTED FOOTINGS ADJACENT TO UNHEATED SLAB-ON-GROUND STRUCTURE FIGURE R403.3(4) INSULATION PLACEMENT FOR FROST-PROTECTED FOOTINGS ADJACENT TO HEATED STRUCTURE
135	TABLE R403.4 MINIMUM DEPTH (D) AND WIDTH (W) OF CRUSHED STONE FOOTINGSa, b (inches)
136	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 SECTION R404 FOUNDATION AND RETAINING WALLS
137	TABLE R404.1.1(1) PLAIN MASONRY FOUNDATION WALLSf
138	TABLE R404.1.1(2) 8-INCH MASONRY FOUNDATION WALLS WITH REINFORCING WHERE d ≥ 5 INCHES
139	TABLE R404.1.1(3) 10-INCH MASONRY FOUNDATION WALLS WITH REINFORCING WHERE d ≥ 6.75 INCHES
140	TABLE R404.1.1(4) 12-INCH MASONRY FOUNDATION WALLS WITH REINFORCING WHERE d ≥ 8.75 INCHES
141	TABLE R404.1.2(1) MINIMUM HORIZONTAL REINFORCEMENT FOR CONCRETE BASEMENT WALLS TABLE R404.1.2(2) MINIMUM VERTICAL REINFORCEMENT FOR 6-INCH NOMINAL FLAT CONCRETE BASEMENT WALLS
142	TABLE R404.1.2(3) MINIMUM VERTICAL REINFORCEMENT FOR 8-INCH (203 mm) NOMINAL FLAT CONCRETE BASEMENT WALLS
143	TABLE R404.1.2(4) MINIMUM VERTICAL REINFORCEMENT FOR 10-INCH NOMINAL FLAT CONCRETE BASEMENT WALLS
144	TABLE R404.1.2(5) MINIMUM VERTICAL WALL REINFORCEMENT FOR 6-INCH WAFFLE-GRID BASEMENT WALLS
145	TABLE R404.1.2(6) MINIMUM VERTICAL REINFORCEMENT FOR 8-INCH WAFFLE-GRID BASEMENT WALLS
146	TABLE R404.1.2(7) MINIMUM VERTICAL REINFORCEMENT FOR 6-INCH (152 mm) SCREEN-GRID BASEMENT WALLS
147	TABLE R404.1.2(8) MINIMUM VERTICAL REINFORCEMENT FOR 6-, 8-, 10- AND 12-INCH NOMINAL FLAT BASEMENT WALLS
148	TABLE R404.1.2(9) MINIMUM SPACING FOR ALTERNATE BAR SIZE AND ALTERNATE GRADE OF STEEL
153	FIGURE R404.1.5(1) FOUNDATION WALL CLAY MASONRY CURTAIN WALL WITH CONCRETE MASONRY PIERS
155	TABLE R404.2.3 PLYWOOD GRADE AND THICKNESS FOR WOOD FOUNDATION CONSTRUCTION
156	SECTION R405 FOUNDATION DRAINAGE TABLE R405.1 PROPERTIES OF SOILS CLASSIFIED ACCORDING TO THE UNIFIED SOIL CLASSIFICATION SYSTEM
157	SECTION R406 FOUNDATION WATERPROOFING AND DAMPPROOFING
158	SECTION R407 COLUMNS SECTION R408 UNDER-FLOOR SPACE
160	CHAPTER 5 FLOORS SECTION R501 GENERAL SECTION R502 WOOD FLOOR FRAMING
161	FIGURE R502.2 FLOOR CONSTRUCTION
162	TABLE R502.3.1(1) FLOOR JOIST SPANS FOR COMMON LUMBER SPECIES (Residential sleeping areas, live load = 30 psf, L/Δ = 360)a
163	TABLE R502.3.1(1)—continued FLOOR JOIST SPANS FOR COMMON LUMBER SPECIES (Residential sleeping areas, live load = 30 psf, L/Δ = 360)a
164	TABLE R502.3.1(2) FLOOR JOIST SPANS FOR COMMON LUMBER SPECIES (Residential living areas, live load = 40 psf, L/Δ = 360)b
165	TABLE R502.3.1(2)—continued FLOOR JOIST SPANS FOR COMMON LUMBER SPECIES (Residential living areas, live load = 40 psf, L/Δ = 360)b
167	TABLE R502.3.3(1) CANTILEVER SPANS FOR FLOOR JOISTS SUPPORTIN TABLE R502.3.3(2) CANTILEVER SPANS FOR FLOOR JOISTS SUPPORTING EXTERIOR BALCONY
168	FIGURE R502.8 CUTTING, NOTCHING AND DRILLING
169	SECTION 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
170	TABLE R503.2.1.1(1) ALLOWABLE SPANS AND LOADS FOR WOOD STRUCTURAL PANELS FOR ROOF AND SUBFLOOR SHEATHING AND COMBINATION SUBFLOOR UNDERLAYMENT
171	SECTION R504 PRESSURE PRESERVATIVE-TREATED WOOD FLOORS (ON GROUND) SECTION R505 COLD-FORMED STEEL FLOOR FRAMING
172	FIGURE R505.1.2 IN-LINE FRAMING
173	TABLE R505.2.3 COLD-FORMED STEEL JOIST SIZES AND THICKNESS FIGURE R505.2.3(1) C-SHAPED SECTION FIGURE R505.2.3(2) TRACK SECTION
174	FIGURE R505.2.6.1 FLOOR JOIST WEB HOLES FIGURE R505.2.6.3 FLOOR JOIST WEB HOLE PATCH
175	TABLE R505.3.1(1) FLOOR-TO-FOUNDATION OR BEARING WALL CONNECTION REQUIREMENTS
176	TABLE R505.3.1(2) FLOOR FASTENING SCHEDULE FIGURE R505.3.1(1) FLOOR-TO-EXTERIOR LOAD-BEARING WALL STUD CONNECTION
177	FIGURE R505.3.1(2) FLOOR-TO-WOOD-SILL CONNECTION FIGURE R505.3.1(3) FLOOR-TO-FOUNDATION CONNECTION
178	FIGURE R505.3.1(4) CANTILEVERED FLOOR-TO-FOUNDATION CONNECTION FIGURE R505.3.1(5) CANTILEVERED FLOOR-TO-WOOD-SILL CONNECTION
179	FIGURE R505.3.1(6) CANTILEVERED FLOOR TO EXTERIOR LOAD-BEARING WALL CONNECTION FIGURE R505.3.1(7) CONTINUOUS SPAN JOIST SUPPORTED ON INTERIOR LOAD-BEARING WALL
180	FIGURE R505.3.1(8) LAPPED JOISTS SUPPORTED ON INTERIOR LOAD-BEARING WALL FIGURE R505.3.1(9) BEARING STIFFENERS FOR END JOISTS
181	TABLE R505.3.2 ALLOWABLE SPANS FOR COLD-FORMED STEEL JOISTS—SINGLE OR CONTINUOUS SPANS
182	FIGURE R505.3.3.2(1) JOIST BLOCKING (SOLID) FIGURE R505.3.3.2(2) JOIST BLOCKING (STRAP)
183	FIGURE R505.3.4(1) BEARING STIFFENERS UNDER JAMB STUDS FIGURE R505.3.4(2) BEARING STIFFENER
184	FIGURE R505.3.7 TRACK SPLICE FIGURE R505.3.8(1) COLD-FORMED STEEL FLOOR CONSTRUCTION—6-FOOT FLOOR OPENING
185	FIGURE R505.3.8(2) COLD-FORMED STEEL FLOOR CONSTRUCTION—8-FOOT FLOOR OPENING FIGURE R505.3.8(3) COLD-FORMED STEEL FLOOR CONSTRUCTION: FLOOR HEADER TO TRIMMER CONNECTION—6-FOOT OPENING
186	FIGURE R505.3.8(4) COLD-FORMED STEEL FLOOR CONSTRUCTION: FLOOR HEADER TO TRIMMER CONNECTION—8-FOOT OPENING SECTION R506 CONCRETE FLOORS (ON GROUND) SECTION R507 EXTERIOR DECKS
187	TABLE R507.2.3 FASTENER AND CONNECTOR SPECIFICATIONS FOR DECKS
188	FIGURE R507.3 DECK POSTS TO DECK FOOTING CONNECTION TABLE R507.4 DECK POST HEIGHT
189	TABLE R507.3.1 MINIMUM FOOTING SIZE FOR DECKS
191	FIGURE R507.5 TYPICAL DECK JOIST SPANS TABLE R507.5 DECK BEAM SPAN LENGTHSa, b, g (feet – inches)
192	FIGURE R507.5.1(1) DECK BEAM TO DECK POST FIGURE R507.5.1(2) NOTCHED POST-TO-BEAM CONNECTION
193	FIGURE R507.6 TYPICAL DECK JOIST SPANS
194	TABLE R507.6 DECK JOIST SPANS FOR COMMON LUMBER SPECIES (ft. – in.) TABLE R507.7 MAXIMUM JOIST SPACING FOR DECKING
195	TABLE R507.9.1.3(1) DECK LEDGER CONNECTION TO BAND JOIST (Deck live load = 40 psf, deck dead load = 10 psf, snow load ≤ 40 psf) TABLE R507.9.1.3(2) PLACEMENT OF LAG SCREWS AND BOLTS IN DECK LEDGERS AND BAND JOISTS FIGURE R507.9.1.3(1) PLACEMENT OF LAG SCREWS AND BOLTS IN LEDGERS
196	FIGURE R507.9.1.3(2) PLACEMENT OF LAG SCREWS AND BOLTS IN BAND JOISTS FIGURE R507.9.2(1) DECK ATTACHMENT FOR LATERAL LOADS
197	FIGURE R507.9.2(2) DECK ATTACHMENT FOR LATERAL LOADS
198	CHAPTER 6 WALL CONSTRUCTION SECTION R601 GENERAL SECTION R602 WOOD WALL FRAMING
199	TABLE R602.3(1) FASTENING SCHEDULE
200	TABLE R602.3(1)—continued FASTENING SCHEDULE
201	TABLE R602.3(1) FASTENING SCHEDULE—continued
202	TABLE R602.3(1)—continued FASTENING SCHEDULE
203	TABLE R602.3.2 SINGLE TOP-PLATE SPLICE CONNECTION DETAILS
204	TABLE R602.3(2) ALTERNATE ATTACHMENTS TO TABLE R602.3(1)
205	TABLE R602.3(2)—continued ALTERNATE ATTACHMENTS TO TABLE R602.3(1) TABLE R602.3(3) REQUIREMENTS FOR WOOD STRUCTURAL PANEL WALL SHEATHING USED TO RESIST WIND PRESSURES TABLE R602.3(4) ALLOWABLE SPANS FOR PARTICLE BOARD WALL SHEATHING
206	TABLE R602.3(5) SIZE, HEIGHT AND SPACING OF WOOD STUDS TABLE R602.3(6) ALTERNATE WOOD BEARING WALL STUD SIZE, HEIGHT AND SPACING
207	FIGURE R602.3(1) TYPICAL WALL, FLOOR AND ROOF FRAMING
208	FIGURE R602.3(2) FRAMING DETAILS
209	FIGURE R602.6(1) NOTCHING AND BORED HOLE LIMITATIONS FOR EXTERIOR WALLS AND BEARING WALLS
210	FIGURE R602.6(2) NOTCHING AND BORED HOLE LIMITATIONS FOR INTERIOR NONBEARING WALLS FIGURE R602.6.1 TOP PLATE FRAMING TO ACCOMMODATE PIPING
211	TABLE 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)
212	TABLE R602.7(1)—continued GIRDER SPANSa AND HEADER SPANSa FOR EXTERIOR BEARING WALLS (Maximum spans for Douglas fir-larch, hem-fir, Southern pine and spruce-pine-firb and required number of jack studs)
213	TABLE 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)
214	FIGURE 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
215	TABLE R602.7.5 MINIMUM NUMBER OF FULL-HEIGHT STUDS AT EACH END OF HEADERS IN EXTERIOR WALLS
216	TABLE R602.7.3 MAXIMUM SPANS FOR WOOD STRUCTURAL PANEL BOX HEADERSa FIGURE R602.7.3 TYPICAL WOOD STRUCTURAL PANEL BOX HEADER CONSTRUCTION
217	FIGURE R602.10.1.1 BRACED WALL LINES TABLE R602.10.1.3 BRACED WALL LINE SPACING
218	FIGURE R602.10.1.4 ANGLED WALLS FIGURE R602.10.2.2 LOCATION OF BRACED WALL PANELS
220	TABLE R602.10.3(1) BRACING REQUIREMENTS BASED ON WIND SPEED
221	TABLE R602.10.3(1)—continued BRACING REQUIREMENTS BASED ON WIND SPEED
222	TABLE R602.10.3(1)—continued BRACING REQUIREMENTS BASED ON WIND SPEED
223	TABLE R602.10.3(2) WIND ADJUSTMENT FACTORS TO THE REQUIRED LENGTH OF WALL BRACING
224	TABLE R602.10.3(3) BRACING REQUIREMENTS BASED ON SEISMIC DESIGN CATEGORY
225	TABLE R602.10.3(3)—continued BRACING REQUIREMENTS BASED ON SEISMIC DESIGN CATEGORY
226	TABLE R602.10.3(4) SEISMIC ADJUSTMENT FACTORS TO THE REQUIRED LENGTH OF WALL BRACING
227	TABLE R602.10.4 BRACING METHODS
228	TABLE R602.10.4—continued BRACING METHODS
230	TABLE R602.10.5 MINIMUM LENGTH OF BRACED WALL PANELS
231	FIGURE R602.10.5 BRACED WALL PANELS WITH CONTINUOUS SHEATHING TABLE R602.10.5.2 PARTIAL CREDIT FOR BRACED WALL PANELS LESS THAN 48 INCHES IN ACTUAL LENGTH TABLE R602.10.6.1 MINIMUM HOLD-DOWN FORCES FOR METHOD ABW BRACED WALL PANELS
232	FIGURE R602.10.6.1 METHOD ABW—ALTERNATE BRACED WALL PANEL FIGURE R602.10.6.2 METHOD PFH—PORTAL FRAME WITH HOLD-DOWNS
233	FIGURE R602.10.6.3 METHOD PFG—PORTAL FRAME AT GARAGE DOOR OPENINGS IN SEISMIC DESIGN CATEGORIES A, B AND C
234	FIGURE R602.10.6.4 METHOD CS-PF—CONTINUOUSLY SHEATHED PORTAL FRAME PANEL CONSTRUCTION
235	TABLE R602.10.6.4 TENSION STRAP CAPACITY FOR RESISTING WIND PRESSURES PERPENDICULAR TO METHODS PFH, PFG AND CS-PF BRACED WALL PANELSa
236	TABLE R602.10.6.5 METHOD BV-WSP WALL BRACING REQUIREMENTS
237	FIGURE R602.10.6.5 METHOD BV-WSP—WALL BRACING FOR DWELLINGS WITH STONE AND MASONRY VENEER IN SEISMIC DESIGN CATEGORIES D0, D1 and D2
238	FIGURE R602.10.7 END CONDITIONS FOR BRACED WALL LINES WITH CONTINUOUS SHEATHING
239	FIGURE R602.10.8(1) BRACED WALL PANEL CONNECTION WHEN PERPENDICULAR TO FLOOR/CEILING FRAMING
240	FIGURE R602.10.8(2) BRACED WALL PANEL CONNECTION WHEN PARALLEL TO FLOOR/CEILING FRAMING FIGURE R602.10.8.2(1) BRACED WALL PANEL CONNECTION TO PERPENDICULAR RAFTERS FIGURE R602.10.8.2(2) BRACED WALL PANEL CONNECTION OPTION TO PERPENDICULAR RAFTERS OR ROOF TRUSSES
241	FIGURE R602.10.8.2(3) BRACED WALL PANEL CONNECTION OPTION TO PERPENDICULAR RAFTERS OR ROOF TRUSSES
242	FIGURE R602.10.9 MASONRY STEM WALLS SUPPORTING BRACED WALL PANELS
243	FIGURE R602.11.2 STEPPED FOUNDATION CONSTRUCTION
244	FIGURE R602.12.1 RECTANGLE CIRCUMSCRIBING AN ENCLOSED BUILDING
245	TABLE R602.12.4 MINIMUM NUMBER OF BRACING UNITS ON EACH SIDE OF THE CIRCUMSCRIBED RECTANGLE
246	FIGURE R602.12.5 BRACING UNIT DISTRIBUTION SECTION R603 COLD-FORMED STEEL WALL FRAMING
247	FIGURE R603.1.2 IN-LINE FRAMING
248	FIGURE R603.2.3(1) C-SHAPED SECTION FIGURE R603.2.3(2) TRACK SECTION TABLE R603.2.3 LOAD-BEARING COLD-FORMED STEEL STUD SIZES AND THICKNESSES FIGURE R603.2.6.1 WALL STUD WEB HOLES
249	FIGURE R603.2.6.3 WALL STUD WEB HOLE PATCH
250	TABLE R603.3.1 WALL TO FOUNDATION OR FLOOR CONNECTION REQUIREMENTSa
251	TABLE R603.3.1.1(1) GABLE ENDWALL TO FLOOR CONNECTION REQUIREMENTS TABLE R603.3.1.1(2) GABLE ENDWALL BOTTOM TRACK TO FOUNDATION CONNECTION REQUIREMENTS FIGURE R603.3.1(1) WALL TO FLOOR CONNECTION
252	FIGURE R603.3.1(2) WALL TO FOUNDATION CONNECTION FIGURE R603.3.1(3) WALL TO WOOD SILL CONNECTION
253	FIGURE R603.3.1(4) WIND UPLIFT CONNECTOR TABLE R603.3.2(1) WALL FASTENING SCHEDULEa
254	TABLE R603.3.2(2) 24-FOOT-WIDE BUILDING SUPPORTING ROOF AND CEILING ONLY
255	TABLE R603.3.2(3) 28-FOOT-WIDE BUILDING SUPPORTING ROOF AND CEILING ONLY
256	TABLE R603.3.2(4) 32-FOOT-WIDE BUILDING SUPPORTING ROOF AND CEILING ONLY
257	TABLE R603.3.2(5) 36-FOOT-WIDE BUILDING SUPPORTING ROOF AND CEILING ONLY
258	TABLE R603.3.2(6) 40-FOOT-WIDE BUILDING SUPPORTING ROOF AND CEILING ONLY
259	TABLE R603.3.2(7) 24-FOOT-WIDE BUILDING SUPPORTING ONE FLOOR, ROOF AND CEILING
260	TABLE R603.3.2(8) 28-FOOT-WIDE BUILDING SUPPORTING ONE FLOOR, ROOF AND CEILING
261	TABLE R603.3.2(9) 32-FOOT-WIDE BUILDING SUPPORTING ONE FLOOR, ROOF AND CEILING
262	TABLE R603.3.2(10) 36-FOOT-WIDE BUILDING SUPPORTING ONE FLOOR, ROOF AND CEILING
263	TABLE R603.3.2(11) 40-FOOT-WIDE BUILDING SUPPORTING ONE FLOOR, ROOF AND CEILING
264	TABLE R603.3.2(12) 24-FOOT-WIDE BUILDING SUPPORTING TWO FLOORS, ROOF AND CEILING
265	TABLE R603.3.2(13) 28-FOOT-WIDE BUILDING SUPPORTING TWO FLOORS, ROOF AND CEILING
266	TABLE R603.3.2(14) 32-FOOT-WIDE BUILDING SUPPORTING TWO FLOORS, ROOF AND CEILING
267	TABLE R603.3.2(15) 36-FOOT-WIDE BUILDING SUPPORTING TWO FLOORS, ROOF AND CEILING
268	TABLE R603.3.2(16) 40-FOOT-WIDE BUILDING SUPPORTING TWO FLOORS, ROOF AND CEILING
269	TABLE R603.3.2.1(1) ALL BUILDING WIDTHS GABLE ENDWALLS 8, 9 OR 10 FEET IN HEIGHT
270	TABLE R603.3.2.1(2) ALL BUILDING WIDTHS GABLE ENDWALLS OVER 10 FEET IN HEIGHT
271	FIGURE R603.3.3(1) STUD BRACING WITH STRAPPING ONLY FIGURE R603.3.3(2) STUD BRACING WITH STRAPPING AND SHEATHING MATERIAL
272	FIGURE R603.3.5 TRACK SPLICE FIGURE R603.4 CORNER FRAMING
273	FIGURE R603.6(1) BOX BEAM HEADER FIGURE R603.6(2) BACK-TO-BACK HEADER
274	TABLE R603.6(1) BOX-BEAM AND BACK-TO-BACK HEADER SPANS Headers Supporting Roof and Ceiling Onlya, b, d
275	TABLE R603.6(2) BOX-BEAM AND BACK-TO-BACK HEADER SPANS Headers Supporting Roof and Ceiling Onlya, b, d
276	TABLE R603.6(3) BOX-BEAM AND BACK-TO-BACK HEADER SPANS Headers Supporting One Floor, Roof and Ceilinga, b, d
277	TABLE R603.6(4) BOX-BEAM AND BACK-TO-BACK HEADER SPANS Headers Supporting One Floor, Roof and Ceilinga, b, d
278	TABLE R603.6(5) BOX-BEAM AND BACK-TO-BACK HEADER SPANS Headers Supporting Two Floors, Roof and Ceilinga, b, d
279	TABLE R603.6(6) BOX-BEAM AND BACK-TO-BACK HEADER SPANS Headers Supporting Two Floors, Roof and Ceilinga, b, d
280	FIGURE R603.6.1(1) BOX BEAM HEADER IN GABLE ENDWALL FIGURE R603.6.1(2) BACK-TO-BACK HEADER IN GABLE ENDWALL
281	TABLE R603.7(1) TOTAL NUMBER OF JACK AND KING STUDS REQUIRED AT EACH END OF AN OPENING TABLE R603.7(2) HEADER TO KING STUD CONNECTION REQUIREMENTS TABLE R603.8 HEAD AND SILL TRACK SPAN
282	FIGURE R603.9 STRUCTURAL SHEATHING FASTENING PATTERN
283	TABLE R603.9.2(1) MINIMUM PERCENTAGE OF FULL-HEIGHT STRUCTURAL SHEATHING ON EXTERIOR WALLS TABLE R603.9.2(2) FULL-HEIGHT SHEATHING LENGTH ADJUSTMENT FACTORS FIGURE R603.9.4.2 CORNER STUD HOLD-DOWN DETAIL
284	TABLE R603.9.5(1) REQUIRED LENGTH OF FULL-HEIGHT SHEATHING AND ASSOCIATED OVERTURNING ANCHORAGE FOR WALLS SUPPORTING WALLS WITH STONE OR MASONRY VENEER AND USING 33-MIL COLD-FORMED STEEL FRAMING AND 6-INCH SCREW SPACING ONTHE PERIMETER OF EACH PANEL OF STRUCTURAL SHEATHING
285	TABLE R603.9.5(2) REQUIRED LENGTH OF FULL-HEIGHT SHEATHING AND ASSOCIATED OVERTURNING ANCHORAGE FOR WALLS SUPPORTING WALLS WITH STONE OR MASONRY VENEER AND USING 43-MIL COLD-FORMED STEEL FRAMING AND 6-INCH SCREW SPACING ONTHE PERIMETER OF EACH PANEL OF STRUCTURAL SHEATHING
286	TABLE R603.9.5(3) REQUIRED LENGTH OF FULL-HEIGHT SHEATHING AND ASSOCIATED OVERTURNING ANCHORAGE FOR WALLS SUPPORTING WALLS WITH STONE OR MASONRY VENEER AND USING 33-MIL COLD-FORMED STEEL FRAMING AND 4-INCH SCREW SPACING ONTHE PERIMETER OF EACH PANEL OF STRUCTURAL SHEATHING
287	TABLE R603.9.5(4) REQUIRED LENGTH OF FULL-HEIGHT SHEATHING AND ASSOCIATED OVERTURNING ANCHORAGE FOR WALLS SUPPORTING WALLS WITH STONE OR MASONRY VENEER AND USING 43-MIL COLD-FORMED STEEL FRAMING AND 4-INCH SCREW SPACING ON THE PERIMETER OF EACH PANEL OF STRUCTURAL SHEATHING SECTION R604 WOOD STRUCTURAL PANELS SECTION R605 PARTICLEBOARD SECTION R606 GENERAL MASONRY CONSTRUCTION
288	TABLE R606.2.8 MORTAR PROPORTIONS
289	TABLE R606.2.12 GROUT PROPORTIONS BY VOLUME FOR MASONRY CONSTRUCTION
290	TABLE R606.3.4.1 MINIMUM CORROSION PROTECTION TABLE R606.3.5.1 GROUT SPACE DIMENSIONS AND POUR HEIGHTS
292	TABLE R606.6.4 SPACING OF LATERAL SUPPORT FOR MASONRY WALLS
293	TABLE R606.9 ALLOWABLE COMPRESSIVE STRESSES FOR EMPIRICAL DESIGN OF MASONRY
294	FIGURE R606.11(1) ANCHORAGE REQUIREMENTS FOR MASONRY WALLS LOCATED IN SEISMIC DESIGN CATEGORY A, B OR C AND WHERE WIND LOADS ARE LESS THAN 30 PSF
295	FIGURE R606.11(2) REQUIREMENTS FOR REINFORCED GROUTED MASONRY CONSTRUCTION IN SEISMIC DESIGN CATEGORY C
296	FIGURE R606.11(3) REQUIREMENTS FOR REINFORCED MASONRY CONSTRUCTION IN SEISMIC DESIGN CATEGORY D0, D1 OR D2
297	TABLE R606.12.2.1 MINIMUM SOLID WALL LENGTH ALONG EXTERIOR WALL LINES TABLE R606.12.3.2 MINIMUM DISTRIBUTED WALL REINFORCEMENT FOR BUILDINGS ASSIGNED TO SEISMIC DESIGN CATEGORY
298	TABLE R606.12.4.1 MINIMUM REINFORCING FOR STACKED BONDED MASONRY WALLS IN SEISMIC DESIGN CATEGORY D2 TABLE R606.12.4.2 MINIMUM REINFORCING FOR STACKED BONDED MASONRY WALLS IN SEISMIC DESIGN CATEGORY D2
299	SECTION R607 GLASS UNIT MASONRY
300	FIGURE R607.4.1 GLASS UNIT MASONRY DESIGN WIND LOAD RESISTANCE
301	SECTION R608 EXTERIOR CONCRETE WALL CONSTRUCTION
302	TABLE R608.3 DIMENSIONAL REQUIREMENTS FOR WALLSa FIGURE R608.3(1) FLAT WALL SYSTEM
303	FIGURE R608.3(2) WAFFLE-GRID WALL SYSTEM FIGURE R608.3(3) SCREEN-GRID WALL SYSTEM
305	TABLE R608.5.4(1) LAP SPLICE AND TENSION DEVELOPMENT LENGTHS FIGURE R608.5.4(1) LAP SPLICES
306	FIGURE R608.5.4(2) DEVELOPMENT LENGTH AND COVER FOR HOOKS AND BAR EXTENSION FIGURE R608.5.4(3) STANDARD HOOKS
307	TABLE R608.5.4(2) MAXIMUM SPACING FOR ALTERNATIVE BAR SIZE AND ALTERNATIVE GRADE OF STEEL
309	FIGURE 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
310	TABLE R608.6(1) MINIMUM VERTICAL REINFORCEMENT FOR FLAT ABOVE-GRADE WALLS
311	TABLE R608.6(2) MINIMUM VERTICAL REINFORCEMENT FOR WAFFLE-GRID ABOVE-GRADE WALLS
312	TABLE R608.6(3) MINIMUM VERTICAL REINFORCEMENT FOR 6-INCH SCREEN-GRID ABOVE-GRADE WALLS
313	TABLE R608.6(4) MINIMUM VERTICAL REINFORCEMENT FOR FLAT, WAFFLE- AND SCREEN-GRID ABOVE-GRADE WALLS DESIGNED CONTINUOUS WITH FOUNDATION STEM WALLS
315	EQUATION R6-1 EQUATION R6-2
316	TABLE 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
317	TABLE R608.7(1A)—continued UNREDUCED LENGTH, UR, OF SOLID WALL REQUIRED IN EACH EXTERIOR ENDWALL FOR WIND PERPENDICULAR TO RIDGE ONE STORY OR TOP STORY OF TWO STORY
318	TABLE R608.7(1B) UNREDUCED LENGTH, UR, OF SOLID WALL REQUIRED IN EACH EXTERIOR ENDWALL FOR WIND PERPENDICULAR TO RIDGE FIRST STORY OF TWO STORY
319	TABLE R608.7(1B)—continued UNREDUCED LENGTH, UR, OF SOLID WALL REQUIRED IN EACH EXTERIOR ENDWALL FOR WIND PERPENDICULAR TO RIDGE FIRST STORY OF TWO STORY
320	TABLE R608.7(1C) UNREDUCED LENGTH, UR, OF SOLID WALL REQUIRED IN EACH EXTERIOR SIDEWALL FOR WIND PARALLEL TO RIDGE
321	TABLE R608.7(1C)—continued UNREDUCED LENGTH, UR, OF SOLID WALL REQUIRED IN EACH EXTERIOR SIDEWALL FOR WIND PARALLEL TO RIDGE
322	TABLE R608.7(2) REDUCTION FACTOR, R1, FOR BUILDINGS WITH MEAN ROOF HEIGHT LESS THAN 35 FEET TABLE R608.7(3) REDUCTION FACTOR, R2, FOR FLOOR-TO-CEILING WALL HEIGHTS LESS THAN 10 FEETa
323	TABLE R608.7(4) REDUCTION FACTOR FOR DESIGN STRENGTH, R3, FOR FLAT, WAFFLE- AND SCREEN-GRID WALLS
324	FIGURE R608.7(1) MINIMUM SOLID WALL LENGTH
325	FIGURE R608.7(2) VERTICAL REINFORCEMENT LAYOUT DETAIL
326	FIGURE R608.7(3) VERTICAL WALL REINFORCEMENT ADJACENT TO WALL OPENINGS
327	FIGURE R608.8(1) REINFORCEMENT OF OPENINGS
328	FIGURE R608.8(2) LINTEL FOR FLAT WALLS
329	FIGURE R608.8(3) LINTELS FOR WAFFLE-GRID WALLS
330	FIGURE R608.8(4) LINTELS FOR SCREEN-GRID WALLS
331	TABLE R608.8(1) LINTEL DESIGN LOADING CONDITIONS
332	TABLE 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
333	TABLE R608.8(2)—continued 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
334	TABLE 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
335	TABLE R608.8(3)—continued 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
336	TABLE 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
337	TABLE R608.8(4)—continued 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
338	TABLE 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
339	TABLE R608.8(5)—continued 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
340	TABLE 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
341	TABLE R608.8(6)—continued 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
342	TABLE 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
343	TABLE R608.8(7)—continued 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
344	TABLE 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
345	TABLE R608.8(9) MAXIMUM ALLOWABLE CLEAR SPANS FOR FLAT LINTELS WITHOUT STIRRUPS IN NONLOAD-BEARING WALLS
346	TABLE R608.8(9)—continued MAXIMUM ALLOWABLE CLEAR SPANS FOR FLAT LINTELS WITHOUT STIRRUPS IN NONLOAD-BEARING WALLS TABLE R608.8(10) MAXIMUM ALLOWABLE CLEAR SPANS FOR WAFFLE-GRID AND SCREEN-GRID LINTELS WITHOUT STIRRUPS IN NONLOAD-BEARING WALLS
348	FIGURE R608.9(1) WOOD-FRAMED FLOOR TO SIDE OF CONCRETE WALL, FRAMING PERPENDICULAR
349	TABLE R608.9(1) WOOD-FRAMED FLOOR TO SIDE OF CONCRETE WALL, FRAMING PERPENDICULAR
350	FIGURE R608.9(2) WOOD-FRAMED FLOOR TO SIDE OF CONCRETE WALL, FRAMING PARALLEL
351	TABLE R608.9(2) WOOD-FRAMED FLOOR TO SIDE OF CONCRETE WALL, FRAMING PARALLEL
352	FIGURE R608.9(3) WOOD-FRAMED FLOOR TO TOP OF CONCRETE WALL FRAMING, PERPENDICULAR
353	TABLE R608.9(3) WOOD-FRAMED FLOOR TO TOP OF CONCRETE WALL, FRAMING PERPENDICULAR
354	FIGURE R608.9(4) WOOD-FRAMED FLOOR TO TOP OF CONCRETE WALL, FRAMING PARALLEL
355	TABLE R608.9(4) WOOD-FRAMED FLOOR TO TOP OF CONCRETE WALL, FRAMING PARALLEL
356	FIGURE R608.9(5) COLD-FORMED STEEL FLOOR TO SIDE OF CONCRETE WALL, FRAMING PERPENDICULAR
357	TABLE R608.9(5) COLD-FORMED STEEL-FRAMED FLOOR TO SIDE OF CONCRETE WALL, FRAMING PERPENDICULAR
358	FIGURE R608.9(6) COLD-FORMED STEEL FLOOR TO SIDE OF CONCRETE WALL, FRAMING PARALLEL
359	TABLE R608.9(6) COLD-FORMED STEEL-FRAMED FLOOR TO SIDE OF CONCRETE WALL, FRAMING PARALLEL
360	FIGURE R608.9(7) COLD-FORMED STEEL FLOOR TO TOP OF CONCRETE WALL, FRAMING PERPENDICULAR
361	TABLE R608.9(7) COLD-FORMED STEEL-FRAMED FLOOR TO TOP OF CONCRETE WALL, FRAMING PERPENDICULAR
362	FIGURE R608.9(8) COLD-FORMED STEEL FLOOR TO TOP OF CONCRETE WALL, FRAMING PARALLEL
363	TABLE R608.9(8) COLD-FORMED STEEL-FRAMED FLOOR TO TOP OF CONCRETE WALL, FRAMING PARALLEL
364	FIGURE R608.9(9) WOOD-FRAMED ROOF TO TOP OF CONCRETE WALL, FRAMING PERPENDICULAR
365	TABLE R608.9(9) WOOD-FRAMED ROOF TO TOP OF CONCRETE WALL, FRAMING PERPENDICULAR
366	FIGURE R608.9(10) WOOD-FRAMED ROOF TO TOP OF CONCRETE WALL, FRAMING PARALLEL
367	TABLE R608.9(10) WOOD-FRAMED ROOF TO TOP OF CONCRETE WALL, FRAMING PARALLEL
368	FIGURE R608.9(11) COLD-FORMED STEEL ROOF TO TOP OF CONCRETE WALL, FRAMING PERPENDICULAR
369	TABLE R608.9(11) WOOD-FRAMED ROOF TO TOP OF CONCRETE WALL, FRAMING PERPENDICULAR
370	FIGURE R608.9(12) COLD-FORMED STEEL ROOF TO TOP OF CONCRETE WALL, FRAMING PARALLEL
371	TABLE R608.9(12) COLD-FORMED STEEL ROOF TO TOP OF CONCRETE WALL, FRAMING PARALLEL
372	SECTION R609 EXTERIOR WINDOWS AND DOORS
373	FIGURE 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
374	FIGURE 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
375	SECTION R610 STRUCTURAL INSULATED PANEL WALL CONSTRUCTION
376	FIGURE R610.4 SIP WALL PANEL
377	TABLE R610.5(1) MINIMUM THICKNESS FOR SIP WALL SUPPORTING SIP OR LIGHT-FRAME ROOF ONLY
378	TABLE R610.5(2) MINIMUM THICKNESS FOR SIP WALL SUPPORTING SIP OR LIGHT-FRAME ONE STORY AND ROOF ONLY
379	FIGURE R610.5(1) MAXIMUM ALLOWABLE HEIGHT OF SIP WALLS FIGURE R610.5(2) MAXIMUM ALLOWABLE HEIGHT OF SIP WALLS
380	FIGURE R610.5(3) TRUSSED ROOF TO TOP PLATE CONNECTION FIGURE R610.5(4) SIP WALL-TO-WALL PLATFORM FRAME CONNECTION
381	FIGURE R610.5(5) SIP WALL-TO-WALL HANGING FLOOR FRAME CONNECTION (I-Joist floor shown for Illustration only) FIGURE R610.5.1 SIP WALL FRAMING CONFIGURATION
382	FIGURE R610.5.2 SIP WALL TO CONCRETE SLAB FOR FOUNDATION WALL ATTACHMENT FIGURE R610.5.4 SIP CORNER FRAMING DETAIL
383	FIGURE R610.8 TYPICAL SIP WALL PANEL-TO-PANEL CONNECTION DETAILS TABLE R610.8 MAXIMUM SPANS FOR 11 7/8-INCH OR DEEPER SIP HEADERS (feet)a, c, d
384	CHAPTER 7 WALL COVERING SECTION R701 GENERAL SECTION R702 INTERIOR COVERING TABLE R702.1(1) THICKNESS OF PLASTER
385	TABLE R702.1(2) GYPSUM PLASTER PROPORTIONSa TABLE R702.1(3) CEMENT PLASTER PROPORTIONS, PARTS BY VOLUME
387	TABLE R702.3.5 MINIMUM THICKNESS AND APPLICATION OF GYPSUM BOARD AND GYPSUM PANEL PRODUCTS
388	TABLE R702.3.6 SHEAR CAPACITY FOR HORIZONTAL WOOD-FRAMED GYPSUM BOARD DIAPHRAGM CEILING ASSEMBLIES TABLE R702.4.2 BACKER BOARD MATERIALS TABLE R702.7.1 CLASS III VAPOR RETARDERS
389	SECTION R703 EXTERIOR COVERING
390	TABLE R703.3(1) SIDING MINIMUM ATTACHMENT AND MINIMUM THICKNESS
391	TABLE R703.3(1)—continued SIDING MINIMUM ATTACHMENT AND MINIMUM THICKNESS
392	TABLE R703.3(2) SCREW FASTENER SUBSTITUTION FOR SIDING ATTACHMENT TO COLD-FORMED STEEL LIGHT FRAME CONSTRUCTION TABLE R703.3.2 LIMITS FOR ATTACHMENT PER TABLE R703.3(1) TABLE R703.3.3 OPTIONAL SIDING ATTACHMENT SCHEDULE FOR FASTENERS WHERE NO STUD PENETRATION NECESSARY
394	TABLE R703.6.1 MAXIMUM WEATHER EXPOSURE FOR WOOD SHAKES AND SHINGLES ON EXTERIOR WALLS (Dimensions are in inches)
395	TABLE R703.6.3(1) SINGLE-COURSE SIDEWALL FASTENERS TABLE R703.6.3(2) DOUBLE-COURSE SIDEWALL FASTENERS
396	FIGURE R703.8 TYPICAL MASONRY VENEER WALL DETAILSe
397	FIGURE R703.8—continued TYPICAL MASONRY VENEER WALL DETAILSe
398	TABLE R703.8(1) STONE OR MASONRY VENEER LIMITATIONS AND REQUIREMENTS, WOOD OR STEEL FRAMING, SEISMIC DESIGN CATEGORIES A, B AND C TABLE R703.8(2) STONE OR MASONRY VENEER LIMITATIONS AND REQUIREMENTS, ONE- AND TWO-FAMILY DETACHED DWELLINGS, SEISMIC DESIGN CATEGORIES D0, D1 AND D2
399	FIGURE R703.8.2.1 EXTERIOR MASONRY VENEER SUPPORT BY STEEL ANGLES FIGURE R703.8.2.2 EXTERIOR MASONRY VENEER SUPPORT BY ROOF MEMBERS
400	TABLE 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
401	TABLE R703.8.4(1) TIE ATTACHMENT AND AIRSPACE REQUIREMENTS
402	TABLE R703.8.4(2) REQUIRED BRICK TIE SPACING FOR DIRECT APPLICATION TO WOOD STRUCTURAL PANEL SHEATHING
404	TABLE R703.11.2 ADJUSTED MINIMUM DESIGN WIND PRESSURE REQUIREMENT FOR VINYL SIDING
406	TABLE R703.15.1 CLADDING MINIMUM FASTENING REQUIREMENTS FOR DIRECT ATTACHMENT OVER FOAM PLASTIC SHEATHING TO SUPPORT CLADDING WEIGHT TABLE R703.15.2 FURRING MINIMUM FASTENING REQUIREMENTS FOR APPLICATION OVER FOAM PLASTIC SHEATHING TO SUPPORT CLADDING WEIGHT
407	TABLE R703.16.1 CLADDING MINIMUM FASTENING REQUIREMENTS FOR DIRECT ATTACHMENT OVER FOAM PLASTIC SHEATHING TO SUPPORT CLADDING WEIGHT TABLE R703.16.2 FURRING MINIMUM FASTENING REQUIREMENTS FOR APPLICATION OVER FOAM PLASTIC SHEATHING TO SUPPORT CLADDING WEIGHT
408	CHAPTER 8 ROOF-CEILING CONSTRUCTION SECTION R801 GENERAL SECTION R802 WOOD ROOF FRAMING
410	TABLE R802.4.1(1) RAFTER SPANS FOR COMMON LUMBER SPECIES (Roof live load = 20 psf, ceiling not attached to rafters, L/Δ = 180)
411	TABLE R802.4.1(1)—continued RAFTER SPANS FOR COMMON LUMBER SPECIES (Roof live load = 20 psf, ceiling not attached to rafters, L/Δ = 180)
412	TABLE R802.4.1(2) RAFTER SPANS FOR COMMON LUMBER SPECIES (Roof live load = 20 psf, ceiling attached to rafters, L/Δ = 240)
413	TABLE R802.4.1(2)—continued RAFTER SPANS FOR COMMON LUMBER SPECIES (Roof live load = 20 psf, ceiling attached to rafters, L/Δ = 240)
414	TABLE R802.4.1(3) RAFTER SPANS FOR COMMON LUMBER SPECIES (Ground snow load = 30 psf, ceiling not attached to rafters, L/Δ = 180)
415	TABLE R802.4.1(3)—continued RAFTER SPANS FOR COMMON LUMBER SPECIES (Ground snow load = 30 psf, ceiling not attached to rafters, L/Δ = 180)
416	TABLE R802.4.1(4) RAFTER SPANS FOR COMMON LUMBER SPECIES (Ground snow load = 30 psf, ceiling attached to rafters, L/Δ = 240)
417	TABLE R802.4.1(4)—continued RAFTER SPANS FOR COMMON LUMBER SPECIES (Ground snow load = 30 psf, ceiling attached to rafters, L/Δ = 240)
418	TABLE R802.4.1(5) RAFTER SPANS FOR COMMON LUMBER SPECIES (Ground snow load = 50 psf, ceiling not attached to rafters, L/Δ = 180)
419	TABLE R802.4.1(5)—continued RAFTER SPANS FOR COMMON LUMBER SPECIES (Ground snow load = 50 psf, ceiling not attached to rafters, L/Δ = 180)
420	TABLE R802.4.1(6) RAFTER SPANS FOR COMMON LUMBER SPECIES (Ground snow load = 50 psf, ceiling attached to rafters, L/Δ = 240)
421	TABLE R802.4.1(6)—continued RAFTER SPANS FOR COMMON LUMBER SPECIES (Ground snow load = 50 psf, ceiling attached to rafters, L/Δ = 240)
422	TABLE R802.4.1(7) RAFTER SPANS FOR COMMON LUMBER SPECIES (Ground snow load = 70 psf, ceiling not attached to rafters, L/Δ = 180)
423	TABLE R802.4.1(7)—continued RAFTER SPANS FOR COMMON LUMBER SPECIES (Ground snow load = 70 psf, ceiling not attached to rafters, L/Δ = 180)
424	TABLE R802.4.1(8) RAFTER SPANS FOR COMMON LUMBER SPECIES (Ground snow load = 70 psf, ceiling attached to rafters, L/Δ = 240)
425	TABLE R802.4.1(8)—continued RAFTER SPANS FOR COMMON LUMBER SPECIES (Ground snow load = 70 psf, ceiling attached to rafters, L/Δ = 240)
426	FIGURE R802.4.5 BRACED RAFTER CONSTRUCTION
427	TABLE R802.5.1(1) CEILING JOIST SPANS FOR COMMON LUMBER SPECIES (Uninhabitable attics without storage, live load = 10 psf, L/Δ = 240)
428	TABLE R802.5.1(1)—continued CEILING JOIST SPANS FOR COMMON LUMBER SPECIES (Uninhabitable attics without storage, live load = 10 psf, L/Δ = 240)
429	TABLE R802.5.1(2) CEILING JOIST SPANS FOR COMMON LUMBER SPECIES (Uninhabitable attics with limited storage, live load = 20 psf, L/Δ = 240)
430	TABLE R802.5.1(2)—continued CEILING JOIST SPANS FOR COMMON LUMBER SPECIES (Uninhabitable attics with limited storage, live load = 20 psf, L/Δ = 240)
431	TABLE R802.5.2 RAFTER/CEILING JOIST HEEL JOINT CONNECTIONS
432	FIGURE R802.7.1.1 RAFTER NOTCH
433	FIGURE R802.7.1.2 CEILING JOIST TAPER CUT
434	SECTION R803 ROOF SHEATHING TABLE R803.1 MINIMUM THICKNESS OF LUMBER ROOF SHEATHING
435	TABLE R802.11 RAFTER OR TRUSS UPLIFT CONNECTION FORCES FROM WIND (ASD) (POUNDS PER CONNECTION)a
436	TABLE R802.11—continued RAFTER OR TRUSS UPLIFT CONNECTION FORCES FROM WIND (ASD) (POUNDS PER CONNECTION)
437	SECTION R804 COLD-FORMED STEEL ROOF FRAMING FIGURE R804.1.2 IN-LINE FRAMING
438	TABLE R804.2.3 LOAD-BEARING COLD-FORMED STEEL ROOF FRAMING MEMBER SIZES AND THICKNESSES FIGURE R804.2.3 (1) C-SHAPED SECTION FIGURE R804.2.3(2) TRACK SECTION
439	FIGURE R804.2.6.1 ROOF FRAMING MEMBER WEB HOLES
440	FIGURE R804.2.6.3 ROOF FRAMING MEMBER WEB HOLE PATCH
441	FIGURE R804.3 COLD-FORMED STEEL ROOF CONSTRUCTION TABLE R804.3 ROOF FRAMING FASTENING SCHEDULE
442	TABLE R804.3.1.1(1) CEILING JOIST SPANS 10 PSF LIVE LOAD (NO ATTIC STORAGE)
443	TABLE R804.3.1.1(2) CEILING JOIST SPANS 20 PSF LIVE LOAD (LIMITED ATTIC STORAGE) TABLE R804.3.1.1(3) NUMBER OF SCREWS REQUIRED FOR CEILING JOIST TO ROOF RAFTER CONNECTION
444	FIGURE R804.3.1.1 JOIST TO RAFTER CONNECTION FIGURE R804.3.1.3(1) CEILING JOIST TOP FLANGE BRACING WITH C-SHAPED, TRACK OR COLD-ROLLED CHANNEL
445	FIGURE R804.3.1.3(2) CEILING JOIST TOP FLANGE BRACING WITH CONTINUOUS STEEL STRAP AND BLOCKING FIGURE R804.3.1.4 SPLICED CEILING JOISTS
446	FIGURE R804.3.2.1.2 GABLE ENDWALL OVERHANG DETAILS
447	TABLE R804.3.2.1(1) ROOF RAFTER SPANS TABLE R804.3.2.1(2) ULTIMATE DESIGN WIND SPEED TO EQUIVALENT SNOW LOAD CONVERSION
448	FIGURE R804.3.2.4 RIDGE MEMBER CONNECTION TABLE R804.3.2.4 SCREWS REQUIRED AT EACH LEG OF CLIP ANGLE FOR ROOF RAFTER TO RIDGE MEMBER CONNECTIONa
449	FIGURE R804.3.5(1) ROOF OR CEILING OPENING
450	FIGURE R804.3.5(2) HEADER TO TRIMMER CONNECTION TABLE R804.3.7.1 REQUIRED LENGTHS FOR CEILING DIAPHRAGMS AT GABLE ENDWALLS GYPSUM BOARD SHEATHED, CEILING HEIGHT = 8 FEET
451	FIGURE R804.3.7.1(1) CEILING DIAPHRAGM TO GABLE ENDWALL DETAIL FIGURE R804.3.7.1(2) CEILING DIAPHRAGM TO SIDEWALL DETAIL
452	FIGURE R804.3.7.2 ROOF BLOCKING DETAIL SECTION R805 CEILING FINISHES SECTION R806 ROOF VENTILATION
454	TABLE R806.5 INSULATION FOR CONDENSATION CONTROL SECTION R807 ATTIC ACCESS
456	CHAPTER 9 ROOF ASSEMBLIES SECTION R901 GENERAL SECTION R902 FIRE CLASSIFICATION SECTION R903 WEATHER PROTECTION
457	SECTION R904 MATERIALS SECTION R905 REQUIREMENTS FOR ROOF COVERINGS
458	TABLE R905.1.1(1) UNDERLAYMENT TYPES TABLE R905.1.1(2) UNDERLAYMENT APPLICATION
459	TABLE R905.1.1(2)—continued UNDERLAYMENT APPLICATION
460	TABLE R905.1.1(3) UNDERLAYMENT ATTACHMENT
461	TABLE R905.2.4.1 CLASSIFICATION OF ASPHALT ROOF SHINGLES
462	TABLE R905.2.8.2 VALLEY LINING MATERIAL
463	TABLE R905.3.7 CLAY AND CONCRETE TILE ATTACHMENT
464	TABLE R905.6.5 SLATE SHINGLE HEADLAP TABLE R905.7.4 WOOD SHINGLE MATERIAL REQUIREMENTS
465	TABLE R905.7.5(1) WOOD SHINGLE WEATHER EXPOSURE AND ROOF SLOPE TABLE R905.7.5(2) NAIL REQUIREMENTS FOR WOOD SHAKES AND WOOD SHINGLES TABLE R905.8.5 WOOD SHAKE MATERIAL REQUIREMENTS
466	TABLE R905.8.6 WOOD SHAKE WEATHER EXPOSURE AND ROOF SLOPE
467	TABLE R905.9.2 BUILT-UP ROOFING MATERIAL STANDARDS TABLE R905.10.3(1) METAL ROOF COVERING STANDARDS
468	TABLE R905.10.3(2) MINIMUM CORROSION RESISTANCE TABLE R905.11.2 MODIFIED BITUMEN ROOFING MATERIAL STANDARDS TABLE R905.14.3 PROTECTIVE COATING MATERIAL STANDARDS
469	SECTION R906 ROOF INSULATION TABLE R906.2 MATERIAL STANDARDS FOR ROOF INSULATION SECTION R907 ROOFTOP-MOUNTED PHOTOVOLTAIC PANEL SYSTEMS
470	SECTION R908 REROOFING
472	CHAPTER 10 CHIMNEYS AND FIREPLACES SECTION R1001 MASONRY FIREPLACES
473	TABLE R1001.1 SUMMARY OF REQUIREMENTS FOR MASONRY FIREPLACES AND CHIMNEYS
474	FIGURE R1001.1 FIREPLACE AND CHIMNEY DETAILS
475	FIGURE R1001.11 CLEARANCE FROM COMBUSTIBLES
476	SECTION R1002 MASONRY HEATERS SECTION R1003 MASONRY CHIMNEYS
478	TABLE R1003.14(1) NET CROSS-SECTIONAL AREA OF ROUND FLUE SIZES TABLE R1003.14(2) NET CROSS-SECTIONAL AREA OF SQUARE AND RECTANGULAR FLUE SIZES
479	FIGURE R1003.15.2 FLUE SIZES FOR MASONRY CHIMNEYS
480	FIGURE R1003.18 CLEARANCE FROM COMBUSTIBLES TABLE R1003.20 CRICKET DIMENSIONS SECTION R1004 FACTORY-BUILT FIREPLACES
481	FIGURE R1003.20 CHIMNEY CRICKET SECTION R1005 FACTORY-BUILT CHIMNEYS
482	SECTION R1006 EXTERIOR AIR SUPPLY
484	PART IV—ENERGY CONSERVATION CHAPTER 11 [RE] ENERGY EFFICIENCY
486	PART V—MECHANICAL CHAPTER 12 MECHANICAL ADMINISTRATION SECTION M1201 GENERAL SECTION M1202 EXISTING MECHANICAL SYSTEMS
488	CHAPTER 13 GENERAL MECHANICAL SYSTEM REQUIREMENTS SECTION M1301 GENERAL SECTION M1302 APPROVAL SECTION M1303 LABELING OF APPLIANCES SECTION M1304 TYPE OF FUEL
489	SECTION M1305 APPLIANCE ACCESS SECTION M1306 CLEARANCES FROM COMBUSTIBLE CONSTRUCTION
490	SECTION M1307 APPLIANCE INSTALLATION
491	TABLE M1306.2 REDUCTION OF CLEARANCES WITH SPECIFIED FORMS OF PROTECTION
492	FIGURE M1306.1 REDUCED CLEARANCE DIAGRAM FIGURE M1306.2 WALL PROTECTOR CLEARANCE REDUCTION SYSTEM
493	SECTION M1308 MECHANICAL SYSTEMS INSTALLATION
494	CHAPTER 14 HEATING AND COOLING EQUIPMENT AND APPLIANCES SECTION M1401 GENERAL SECTION M1402 CENTRAL FURNACES SECTION M1403 HEAT PUMP EQUIPMENT SECTION M1404 REFRIGERATION COOLING EQUIPMENT SECTION M1405 BASEBOARD CONVECTORS
495	SECTION M1406 RADIANT HEATING SYSTEMS SECTION M1407 DUCT HEATERS SECTION M1408 VENTED FLOOR FURNACES
496	SECTION M1409 VENTED WALL FURNACES SECTION M1410 VENTED ROOM HEATERS SECTION M1411 HEATING AND COOLING EQUIPMENT
497	SECTION M1412 ABSORPTION COOLING EQUIPMENT
498	SECTION M1413 EVAPORATIVE COOLING EQUIPMENT SECTION M1414 FIREPLACE STOVES SECTION M1415 MASONRY HEATERS
500	CHAPTER 15 EXHAUST SYSTEMS SECTION M1501 GENERAL SECTION M1502 CLOTHES DRYER EXHAUST
501	TABLE M1502.4.5.1 DRYER EXHAUST DUCT FITTING EQUIVALENT LENGTH SECTION M1503 DOMESTIC COOKING EXHAUST EQUIPMENT
502	SECTION M1504 EXHAUST DUCTS AND EXHAUST OPENINGS TABLE M1504.2 DUCT LENGTH
503	SECTION M1505 MECHANICAL VENTILATION EQUATION 15-1 TABLE M1505.4.3(1) CONTINUOUS WHOLE-HOUSE MECHANICAL VENTILATION SYSTEM AIRFLOW RATE REQUIREMENTS TABLE M1505.4.3(2) INTERMITTENT WHOLE-HOUSE MECHANICAL VENTILATION RATE FACTORSa
504	TABLE M1505.4.4 MINIMUM REQUIRED LOCAL EXHAUST RATES FOR ONE- AND TWO-FAMILY DWELLINGS
506	CHAPTER 16 DUCT SYSTEMS SECTION M1601 DUCT CONSTRUCTION
507	TABLE M1601.1.1 DUCT CONSTRUCTION MINIMUM SHEET METAL THICKNESS FOR SINGLE DWELLING UNITS
509	SECTION M1602 RETURN AIR
510	CHAPTER 17 COMBUSTION AIR SECTION M1701 GENERAL
512	CHAPTER 18 CHIMNEYS AND VENTS SECTION M1801 GENERAL
513	SECTION M1802 VENT COMPONENTS SECTION M1803 CHIMNEY AND VENT CONNECTORS TABLE M1803.2 THICKNESS FOR SINGLE-WALL METAL PIPE CONNECTORS
514	TABLE M1803.3.4 CHIMNEY AND VENT CONNECTOR CLEARANCES TO COMBUSTIBLE MATERIALSa SECTION M1804 VENTS TABLE M1804.1 VENT SELECTION CHART
515	SECTION M1805 MASONRY AND FACTORY-BUILT CHIMNEYS
516	CHAPTER 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
518	CHAPTER 20 BOILERS AND WATER HEATERS SECTION M2001 BOILERS SECTION M2002 OPERATING AND SAFETY CONTROLS SECTION M2003 EXPANSION TANKS
519	TABLE 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
520	CHAPTER 21 HYDRONIC PIPING SECTION M2101 HYDRONIC PIPING SYSTEMS INSTALLATION TABLE M2101.9 HANGER SPACING INTERVALS
521	TABLE M2101.1 HYDRONIC PIPING AND FITTING MATERIALS
522	SECTION M2102 BASEBOARD CONVECTORS SECTION M2103 FLOOR HEATING SYSTEMS SECTION M2104 LOW TEMPERATURE PIPING
523	SECTION M2105 GROUND-SOURCE HEAT-PUMP SYSTEM LOOP PIPING TABLE M2105.4 GROUND-SOURCE LOOP PIPE TABLE M2105.5 GROUND-SOURCE LOOP PIPE FITTINGS
526	CHAPTER 22 SPECIAL PIPING AND STORAGE SYSTEMS SECTION M2201 OIL TANKS SECTION M2202 OIL PIPING, FITTING AND CONNECTIONS SECTION M2203 INSTALLATION
527	SECTION M2204 OIL PUMPS AND VALVES
528	CHAPTER 23 SOLAR THERMAL ENERGY SYSTEMS SECTION M2301 SOLAR THERMAL ENERGY SYSTEMS
530	PART VI—FUEL GAS CHAPTER 24 FUEL GAS SECTION G2401 (101) GENERAL SECTION G2402 (201) GENERAL SECTION G2403 (202) GENERAL DEFINITIONS
536	SECTION G2404 (301) GENERAL
537	SECTION G2405 (302) STRUCTURAL SAFETY SECTION G2406 (303) APPLIANCE LOCATION
538	SECTION 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)
539	FIGURE G2407.6.1(1) [304.6.1(1)] ALL AIR FROM OUTDOORS—INLET AIR FROM VENTILATED CRAWL SPACE AND OUTLET AIR TO VENTILATED ATTIC (see Section G2407.6.1)
540	FIGURE G2407.6.1(2) [304.6.1(2)] ALL AIR FROM OUTDOORS THROUGH VENTILATED ATTIC (see Section G2407.6.1) FIGURE G2407.6.1(3) [304.6.1(3)] ALL AIR FROM OUTDOORS (see Section G2407.6.1)
541	FIGURE G2407.6.2 (304.6.2) SINGLE COMBUSTION AIR OPENING, ALL AIR FROM OUTDOORS (see Section G2407.6.2)
542	SECTION G2408 (305) INSTALLATION SECTION G2409 (308) CLEARANCE REDUCTION
543	FIGURE 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
544	FIGURE G2409.2(3) [308.2(3)] MASONRY CLEARANCE REDUCTION SYSTEM SECTION G2410 (309) ELECTRICAL
545	TABLE G2409.2 (308.2) a through k REDUCTION OF CLEARANCES WITH SPECIFIED FORMS OF PROTECTION
546	SECTION G2411 (310) ELECTRICAL BONDING SECTION G2412 (401) GENERAL
547	SECTION 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
548	SECTION G2414 (403) PIPING MATERIALS
549	TABLE G2414.9.2 (403.9.2) SPECIFICATIONS FOR THREADING METALLIC PIPE
550	TABLE G2413.4(1) [402.4(2)] SCHEDULE 40 METALLIC PIPE
551	TABLE G2413.4(2) [402.4(5)] SCHEDULE 40 METALLIC PIPE
552	TABLE G2413.4(3) [402.4(9)] SEMIRIGID COPPER TUBING
553	TABLE G2413.4(4) [402.4(12)] SEMIRIGID COPPER TUBING
554	TABLE G2413.4(5) [402.4(15)] CORRUGATED STAINLESS STEEL TUBING (CSST)
555	TABLE G2413.4(6) [402.4(18)] CORRUGATED STAINLESS STEEL TUBING (CSST)
556	TABLE G2413.4(7) [402.4(21)] POLYETHYLENE PLASTIC PIPE
557	TABLE G2413.4(8) [402.4(22)] POLYETHYLENE PLASTIC PIPE
558	TABLE G2413.4(9) [402.4(25)] SCHEDULE 40 METALLIC PIPE
559	TABLE G2413.4(10) [402.4(26)] SCHEDULE 40 METALLIC PIPE
560	TABLE G2413.4(11) [402.4(27)] SCHEDULE 40 METALLIC PIPE
561	TABLE G2413.4(12) [402.4(28)] SCHEDULE 40 METALLIC PIPE
562	TABLE G2413.4(13) [402.4(29)] SEMIRIGID COPPER TUBING
563	TABLE G2413.4(14) [402.4(30)] SEMIRIGID COPPER TUBING
564	TABLE G2413.4(15) [402.4(31)] SEMIRIGID COPPER TUBING
565	TABLE G2413.4(16) [402.4(32)] CORRUGATED STAINLESS STEEL TUBING (CSST)
566	TABLE G2413.4(17) [402.4(33)] CORRUGATED STAINLESS STEEL TUBING (CSST)
567	TABLE G2413.4(18) [402.4(34)] CORRUGATED STAINLESS STEEL TUBING (CSST)
568	TABLE G2413.4(19) [402.4(35)] POLYETHYLENE PLASTIC PIPE
569	TABLE G2413.4(20) [402.4(36)] POLYETHYLENE PLASTIC PIPE
570	TABLE G2413.4(21) [402.4(37)] POLYETHYLENE PLASTIC TUBING
571	SECTION G2415 (404) PIPING SYSTEM INSTALLATION
573	SECTION G2416 (405) PIPING BENDS AND CHANGES IN DIRECTION SECTION G2417 (406) INSPECTION, TESTING AND PURGING
574	TABLE G2417.7.1.1 (406.7.1.1) SIZE AND LENGTH OF PIPING
575	SECTION G2418 (407) PIPING SUPPORT SECTION G2419 (408) DRIPS AND SLOPED PIPING
576	FIGURE G2419.4 (408.4) METHOD OF INSTALLING A TEE FITTING SEDIMENT TRAP SECTION G2420 (409) SHUTOFF VALVES TABLE G2420.1.1 (409.1.1) MANUAL GAS VALVE STANDARDS
577	SECTION G2421 (410) FLOW CONTROLS SECTION G2422 (411) APPLIANCE CONNECTIONS
578	SECTION G2423 (413) COMPRESSED NATURAL GAS MOTOR VEHICLE FUEL-DISPENSING FACILITIES SECTION G2424 (415) PIPING SUPPORT INTERVALS TABLE G2424.1 (415.1) SUPPORT OF PIPING
579	SECTION G2425 (501) GENERAL
580	SECTION G2426 (502) VENTS SECTION G2427 (503) VENTING OF APPLIANCES
582	TABLE G2427.4 (503.4) TYPE OF VENTING SYSTEM TO BE USED
584	FIGURE G2427.6.4 (503.6.5) TERMINATION LOCATIONS FOR GAS VENTS WITH LISTED CAPS 12 INCHES OR LESS IN SIZE NOT LESS THAN 8 FEET FROM A VERTICAL WALL
586	TABLE G2427.8 (503.8) THROUGH-THE-WALL, DIRECT-VENT TERMINATION CLEARANCES
587	TABLE G2427.10.2.4 (503.10.2.4) MINIMUM THICKNESS FOR GALVANIZED STEEL VENT CONNECTORS FOR LOW-HEAT APPLIANCES
588	TABLE G2427.10.5 (503.10.5) CLEARANCES FOR CONNECTORSa
589	SECTION G2428 (504) SIZING OF CATEGORY I APPLIANCE VENTING SYSTEMS
591	TABLE G2428.3.2 (504.3.2) MAXIMUM VENT CONNECTOR LENGTH
593	SECTION G2429 (505) DIRECT-VENT, INTEGRAL VENT, MECHANICAL VENT AND VENTILATION/EXHAUST HOOD VENTING SECTION G2430 (506) FACTORY-BUILT CHIMNEYS SECTION G2431 (601) GENERAL SECTION G2432 (602) DECORATIVE APPLIANCES FOR INSTALLATION IN FIREPLACES
594	TABLE G2428.2(1) [504.2(1)] TYPE B DOUBLE-WALL GAS VENT
595	TABLE G2428.2(1) [504.2(1)]—continued TYPE B DOUBLE-WALL GAS VENT
596	TABLE G2428.2(2) [504.2(2)] TYPE B DOUBLE-WALL GAS VENT
597	TABLE G2428.2(2) [504.2(2)]—continued TYPE B DOUBLE-WALL GAS VENT
598	TABLE G2428.3(1) [504.3(1)] TYPE B DOUBLE-WALL VENT
599	TABLE G2428.3(2) [504.3(2)] TYPE B DOUBLE-WALL VENT
600	TABLE G2428.3(3) [504.3(3)] MASONRY CHIMNEY
601	TABLE G2428.3(4) [504.3(4)] MASONRY CHIMNEY
602	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
603	SECTION G2438 (613) CLOTHES DRYERS SECTION G2439 (614) CLOTHES DRYER EXHAUST TABLE G2439.7.4.1 (TABLE 614.8.4.1) DRYER EXHAUST DUCT FITTING EQUIVALENT LENGTH
604	SECTION G2440 (615) SAUNA HEATERS SECTION G2441 (617) POOL AND SPA HEATERS SECTION G2442 (618) FORCED-AIR WARM-AIR FURNACES
605	SECTION G2443 (619) CONVERSION BURNERS SECTION G2444 (620) UNIT HEATERS SECTION G2445 (621) UNVENTED ROOM HEATERS
606	SECTION G2446 (622) VENTED ROOM HEATERS SECTION G2447 (623) COOKING APPLIANCES SECTION G2448 (624) WATER HEATERS SECTION G2449 (627) AIR-CONDITIONING APPLIANCES
607	SECTION 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
608	TABLE G2453.1 (634.1 ) FREE OPENING AREA OF CHIMNEY DAMPER FOR VENTING FLUE GASES FROM UNLISTED DECORATIVE APPLIANCES FOR INSTALLATION IN VENTED FIREPLACES
610	PART VII—PLUMBING CHAPTER 25 PLUMBING ADMINISTRATION SECTION P2501 GENERAL SECTION P2502 EXISTING PLUMBING SYSTEMS SECTION P2503 INSPECTION AND TESTS
612	CHAPTER 26 GENERAL PLUMBING REQUIREMENTS SECTION P2601 GENERAL SECTION P2602 INDIVIDUAL WATER SUPPLY AND SEWAGE DISPOSAL SECTION P2603 STRUCTURAL AND PIPING PROTECTION
613	SECTION P2604 TRENCHING AND BACKFILLING SECTION P2605 SUPPORT SECTION P2606 PENETRATIONS
614	TABLE P2605.1 PIPING SUPPORT SECTION P2607 WATERPROOFING OF OPENINGS SECTION P2608 WORKMANSHIP SECTION P2609 MATERIALS EVALUATION AND LISTING
616	CHAPTER 27 PLUMBING FIXTURES SECTION P2701 FIXTURES, FAUCETS AND FIXTURE FITTINGS SECTION P2702 FIXTURE ACCESSORIES SECTION P2703 TAIL PIECES SECTION P2704 SLIP-JOINT CONNECTIONS SECTION P2705 INSTALLATION SECTION P2706 WASTE RECEPTORS
617	TABLE P2701.1 PLUMBING FIXTURES, FAUCETS AND FIXTURE FITTINGS
618	SECTION P2707 DIRECTIONAL FITTINGS SECTION P2708 SHOWERS SECTION P2709 SHOWER RECEPTORS
619	SECTION P2710 SHOWER WALLS SECTION P2711 LAVATORIES SECTION P2712 WATER CLOSETS
620	SECTION P2713 BATHTUBS SECTION P2714 SINKS SECTION P2715 LAUNDRY TUBS SECTION P2716 FOOD-WASTE DISPOSER SECTION P2717 DISHWASHING MACHINES SECTION P2718 CLOTHES WASHING MACHINE SECTION P2719 FLOOR DRAINS SECTION P2720 WHIRLPOOL BATHTUBS
621	SECTION P2721 BIDET INSTALLATIONS SECTION P2722 FIXTURE FITTING SECTION P2723 MACERATING TOILET SYSTEMS SECTION P2724 SPECIALTY TEMPERATURE CONTROL DEVICES AND VALVES SECTION P2725 NONLIQUID SATURATED TREATMENT SYSTEMS
622	CHAPTER 28 WATER HEATERS SECTION P2801 GENERAL SECTION P2802 SOLAR WATER HEATING SYSTEMS
623	SECTION P2803 WATER HEATERS USED FOR SPACE HEATING SECTION P2804 RELIEF VALVES
624	CHAPTER 29 WATER SUPPLY AND DISTRIBUTION SECTION P2901 GENERAL FIGURE P2901.2.1 PICTOGRAPH—DO NOT DRINK TABLE P2901.2.2.2 SIZE OF PIPE IDENTIFICATION
625	SECTION P2902 PROTECTION OF POTABLE WATER SUPPLY
626	TABLE P2902.3 APPLICATION FOR BACKFLOW PREVENTERS
627	TABLE P2902.3.1 MINIMUM AIR GAPS
628	SECTION 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 FITTINGS
629	TABLE P2903.8.1 MANIFOLD SIZINGa
630	TABLE 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
631	TABLE P2903.6(1)—continued CONVERSIONS FROM WATER SUPPLY FIXTURE UNIT TO GALLON PER MINUTE FLOW RATES SECTION P2904 DWELLING UNIT FIRE SPRINKLER SYSTEMS
632	TABLE P2903.9.4 VALVES FIGURE P2903.10 TYPICAL FROSTPROOF HOSE BIBB INSTALLATION NOT REQUIRING SEPARATE VALVE
633	TABLE P2904.2.2 LOCATIONS WHERE INTERMEDIATE TEMPERATURE SPRINKLERS ARE REQUIRED
634	FIGURE P2904.2.4.2 MINIMUM ALLOWABLE DISTANCE BETWEEN SPRINKLER AND OBSTRUCTION
635	EQUATION 29-1 TABLE P2904.6.2(1) WATER SERVICE PRESSURE LOSS (PLsvc)a, b
636	TABLE P2904.6.2(2) MINIMUM WATER METER PRESSURE LOSS (PLm)a TABLE P2904.6.2(3) ELEVATION LOSS (PLe)
637	TABLE P2904.6.2(4) ALLOWABLE PIPE LENGTH FOR 3/4-INCH TYPE M COPPER WATER TUBING
638	TABLE P2904.6.2(5) ALLOWABLE PIPE LENGTH FOR 1-INCH TYPE M COPPER WATER TUBING
639	TABLE P2904.6.2(6) ALLOWABLE PIPE LENGTH FOR 3/4-INCH CPVC PIPE
640	TABLE P2904.6.2(7) ALLOWABLE PIPE LENGTH FOR 1-INCH CPVC PIPE
641	TABLE P2904.6.2(8) ALLOWABLE PIPE LENGTH FOR 3/4-INCH PEX AND PE-RT TUBING
642	TABLE P2904.6.2(9) ALLOWABLE PIPE LENGTH FOR 1-INCH PEX AND PE-RT TUBING
644	SECTION P2905 HEATED WATER DISTRIBUTION SYSTEMS SECTION P2906 MATERIALS, JOINTS AND CONNECTIONS
645	TABLE P2906.4 WATER SERVICE PIPE TABLE P2906.5 WATER DISTRIBUTION PIPE
646	TABLE P2906.6 PIPE FITTINGS
648	SECTION P2907 CHANGES IN DIRECTION SECTION P2908 SUPPORT SECTION P2909 DRINKING WATER TREATMENT UNITS SECTION P2910 NONPOTABLE WATER SYSTEMS
649	FIGURE P2910.3 PICTOGRAPH—DO NOT DRINK
650	TABLE P2910.9.6 SIZE OF DRAIN PIPES FOR WATER TANKS
651	SECTION P2911 ON-SITE NONPOTABLE WATER REUSE SYSTEMS
652	TABLE P2911.7.1 LOCATION OF NONPOTABLE WATER REUSE STORAGE TANKS
653	SECTION P2912 NONPOTABLE RAINWATER COLLECTION AND DISTRIBUTION SYSTEMS
654	TABLE P2912.10.1 LOCATION OF RAINWATER STORAGE TANKS
655	SECTION P2913 RECLAIMED WATER SYSTEMS
656	CHAPTER 30 SANITARY DRAINAGE SECTION P3001 GENERAL SECTION P3002 MATERIALS TABLE P3002.1(1) ABOVE-GROUND DRAINAGE AND VENT PIPE
657	TABLE P3002.1(2) UNDERGROUND BUILDING DRAINAGE AND VENT PIPE TABLE P3002.2 BUILDING SEWER PIPE
658	TABLE P3002.3 PIPE FITTINGS SECTION P3003 JOINTS AND CONNECTIONS
660	SECTION P3004 DETERMINING DRAINAGE FIXTURE UNITS SECTION P3005 DRAINAGE SYSTEM
661	TABLE P3004.1 DRAINAGE FIXTURE UNIT (d.f.u.) VALUES FOR VARIOUS PLUMBING FIXTURES TABLE P3005.1 FITTINGS FOR CHANGE IN DIRECTION
663	TABLE P3005.4.1 MAXIMUM FIXTURE UNITS ALLOWED TO BE CONNECTED TO BRANCHES AND STACKS
664	TABLE P3005.4.2 MAXIMUM NUMBER OF FIXTURE UNITS ALLOWED TO BE CONNECTED TO THE BUILDING DRAIN, BUILDING DRAIN BRANCHES OR THE BUILDING SEWER SECTION P3006 SIZING OF DRAIN PIPE OFFSETS SECTION P3007 SUMPS AND EJECTORS
665	TABLE 3007.6 MINIMUM CAPACITY OF SEWAGE PUMP OR SEWAGE EJECTOR SECTION P3008 BACKWATER VALVES SECTION P3009 SUBSURFACE LANDSCAPE IRRIGATION SYSTEMS EQUATION 30-1
666	TABLE P3009.9 LOCATION OF SUBSURFACE IRRIGATION SYSTEM
667	TABLE P3009.10.1 DESIGN LOADING RATE TABLE P3009.11 DISTRIBUTION PIPE SECTION P3010 REPLACEMENT OF UNDERGROUND BUILDING SEWERS AND BUILDING DRAINS BY PIPE BURSTING METHODS
668	SECTION P3011 REPLACEMENT OF UNDERGROUND SEWERS BY PVC FOLD AND FORM METHODS
670	CHAPTER 31 VENTS SECTION P3101 VENT SYSTEMS SECTION P3102 VENT STACKS AND STACK VENTS SECTION P3103 VENT TERMINALS
671	SECTION P3104 VENT CONNECTIONS AND GRADES SECTION P3105 FIXTURE VENTS TABLE P3105.1 MAXIMUM DISTANCE OF FIXTURE TRAP FROM VENT SECTION P3106 INDIVIDUAL VENT SECTION P3107 COMMON VENT
672	TABLE 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
673	SECTION P3110 CIRCUIT VENTING SECTION P3111 COMBINATION WASTE AND VENT SYSTEM TABLE P3111.3 SIZE OF COMBINATION WASTE AND VENT PIPE SECTION P3112 ISLAND FIXTURE VENTING
674	SECTION P3113 VENT PIPE SIZING TABLE P3113.4.1 SIZE AND LENGTH OF SUMP VENTS SECTION P3114 AIR ADMITTANCE VALVES
676	CHAPTER 32 TRAPS SECTION P3201 FIXTURE TRAPS
677	TABLE P3201.7 SIZE OF TRAPS FOR PLUMBING FIXTURES
678	CHAPTER 33 STORM DRAINAGE SECTION P3301 GENERAL SECTION P3302 SUBSOIL DRAINS TABLE P3302.1 SUBSOIL DRAIN PIPE SECTION P3303 SUMPS AND PUMPING SYSTEMS
680	PART VIII—ELECTRICAL CHAPTER 34 GENERAL REQUIREMENTS SECTION E3401 GENERAL
681	SECTION E3402 BUILDING STRUCTURE PROTECTION SECTION E3403 INSPECTION AND APPROVAL SECTION E3404 GENERAL EQUIPMENT REQUIREMENTS
682	TABLE E3404.4 (Table 110.28) ENCLOSURE SELECTION
683	SECTION E3405 EQUIPMENT LOCATION AND CLEARANCES
684	FIGURE E3405.1a, b, c, d, e WORKING SPACE AND CLEARANCES
685	SECTION E3406 ELECTRICAL CONDUCTORS AND CONNECTIONS TABLE E3406.9 (Chapter 9, Table 10) CONDUCTOR STRANDINGc
686	SECTION E3407 CONDUCTOR AND TERMINAL IDENTIFICATION
688	CHAPTER 35 ELECTRICAL DEFINITIONS SECTION E3501 GENERAL
694	CHAPTER 36 SERVICES SECTION E3601 GENERAL SERVICES SECTION E3602 SERVICE SIZE AND RATING
695	TABLE E3602.2 MINIMUM SERVICE LOAD CALCULATION [220.82(B) & (C)] SECTION E3603 SERVICE, FEEDER AND GROUNDING ELECTRODE CONDUCTOR SIZING
696	TABLE E3603.4 GROUNDING ELECTRODE CONDUCTOR SIZE SECTION E3604 OVERHEAD SERVICE AND SERVICE-ENTRANCE CONDUCTOR INSTALLATION
697	FIGURE E3604.1 CLEARANCES FROM BUILDING OPENINGS
698	FIGURE E3604.2.1 CLEARANCES FROM ROOFS SECTION E3605 SERVICE-ENTRANCE CONDUCTORS
699	SECTION E3606 SERVICE EQUIPMENT—GENERAL SECTION E3607 SYSTEM GROUNDING
700	SECTION E3608 GROUNDING ELECTRODE SYSTEM
701	SECTION E3609 BONDING
702	SECTION E3610 GROUNDING ELECTRODE CONDUCTORS
703	SECTION E3611 GROUNDING ELECTRODE CONDUCTOR CONNECTION TO THE GROUNDING ELECTRODES
706	CHAPTER 37 BRANCH CIRCUIT AND FEEDER REQUIREMENTS SECTION E3701 GENERAL SECTION E3702 BRANCH CIRCUIT RATINGS
708	TABLE E3702.14 (Table 210.24) BRANCH-CIRCUIT REQUIREMENTS-SUMMARY SECTION E3703 REQUIRED BRANCH CIRCUITS SECTION E3704 FEEDER REQUIREMENTS
709	TABLE E3704.2(1) (Table 220.12, 220.14, Table 220.42, 220.50, 220.51, 220.52, 220.53, 220.54, 220.55, and 220.60) FEEDER LOAD CALCULATION TABLE E3704.2(2) (220.55 and Table 220.55) DEMAND LOADS FOR ELECTRIC RANGES, WALL-MOUNTED OVENS, COUNTER-MOUNTED COOKING UNITS AND OTHER COOKING APPLIANCES OVER 13/4 kVA RATING SECTION E3705 CONDUCTOR SIZING AND OVERCURRENT PROTECTION
710	TABLE E3705.1 ALLOWABLE AMPACITIES TABLE E3705.2 [Table 310.15(B)(2) (a)] AMBIENT TEMPERATURE CORRECTION FACTORS
711	TABLE E3705.3 [Table 310.15(B)(3)(a)] CONDUCTOR PROXIMITY ADJUSTMENT FACTORS
712	TABLE E3705.5.3 [240.4(D)] OVERCURRENT-PROTECTION RATING
713	SECTION E3706 PANELBOARDS
714	CHAPTER 38 WIRING METHODS SECTION E3801 GENERAL REQUIREMENTS TABLE E3801.2 ALLOWABLE WIRING METHODS SECTION E3802 ABOVE-GROUND INSTALLATION REQUIREMENTS
715	TABLE E3801.4 (Chapter 3 and 300.2) ALLOWABLE APPLICATIONS FOR WIRING METHODS
716	TABLE E3802.1 (Chapter 3) GENERAL INSTALLATION AND SUPPORT REQUIREMENTS FOR WIRING METHODS SECTION E3803 UNDERGROUND INSTALLATION REQUIREMENTS
717	TABLE E3803.1 (Table 300.5) MINIMUM COVER REQUIREMENTS, BURIAL IN INCHES
720	CHAPTER 39 POWER AND LIGHTING DISTRIBUTION SECTION E3901 RECEPTACLE OUTLETS FIGURE E3901.2 GENERAL USE RECEPTACLE DISTRIBUTION
721	FIGURE E3901.4 COUNTERTOP RECEPTACLES FIGURE E3901.4.1 DETERMINATION OF AREA BEHIND SINK OR RANGE
722	FIGURE E3901.4.3 PENINSULAR COUNTERTOP SPACE
723	SECTION E3902 GROUND-FAULT AND ARC-FAULT CIRCUIT-INTERRUPTER PROTECTION
724	SECTION E3903 LIGHTING OUTLETS
725	SECTION E3904 GENERAL INSTALLATION REQUIREMENTS SECTION E3905 BOXES, CONDUIT BODIES AND FITTINGS
726	TABLE E3904.6(1) (Annex C, Table C.1) MAXIMUM NUMBER OF CONDUCTORS IN ELECTRICAL METALLIC TUBING (EMT)a
727	TABLE E3904.6(2) (Annex C, Table C.2) MAXIMUM NUMBER OF CONDUCTORS IN ELECTRICAL NONMETALLIC TUBING (ENT)a
728	TABLE E3904.6(3) (Annex C, Table C.3) MAXIMUM NUMBER OF CONDUCTORS IN FLEXIBLE METALLIC CONDUIT (FMC)a
729	TABLE E3904.6(4) (Annex C, Table C.4) MAXIMUM NUMBER OF CONDUCTORS IN INTERMEDIATE METALLIC CONDUIT (IMC)a
730	TABLE E3904.6(5) (Annex C, Table C.5) MAXIMUM NUMBER OF CONDUCTORS IN LIQUID-TIGHT FLEXIBLE NONMETALLIC CONDUIT (FNMC-B)a
731	TABLE E3904.6(6) (Annex C, Table C.6) MAXIMUM NUMBER OF CONDUCTORS IN LIQUID-TIGHT FLEXIBLE NONMETALLIC CONDUIT (FNMC-A)a
732	TABLE E3904.6(7) (Annex C, Table C.7) MAXIMUM NUMBER OF CONDUCTORS IN LIQUID-TIGHT FLEXIBLE METAL CONDUIT (LFMC)a
733	TABLE E3904.6(8) (Annex C, Table C.8) MAXIMUM NUMBER OF CONDUCTORS IN RIGID METAL CONDUIT (RMC)a
734	TABLE E3904.6(9) (Annex C, Table C.9) MAXIMUM NUMBER OF CONDUCTORS IN RIGID PVC CONDUIT, SCHEDULE 80 (PVC-80)a
735	TABLE E3904.6(9) (Annex C, Table C.9)—continued MAXIMUM NUMBER OF CONDUCTORS IN RIGID PVC CONDUIT, SCHEDULE 80 (PVC-80)a
736	TABLE E3904.6(10) (Annex C, Table C.10) MAXIMUM NUMBER OF CONDUCTORS IN RIGID PVC CONDUIT SCHEDULE 40 (PVC-40)a
738	TABLE E3905.12.1 [Table 314.16(A)] MAXIMUM NUMBER OF CONDUCTORS IN METAL BOXESa
739	TABLE E3905.12.2.1 [Table 314.16(B)] VOLUME ALLOWANCE REQUIRED PER CONDUCTOR
740	SECTION E3906 INSTALLATION OF BOXES, CONDUIT BODIES AND FITTINGS
741	SECTION E3907 CABINETS AND PANELBOARDS
742	TABLE E3907.8 (Chapter 9, Table 1) PERCENT OF CROSS SECTION OF CONDUIT AND TUBING FOR CONDUCTORS
743	TABLE E3907.9.1(1) [Table 312.6(B)] MINIMUM WIRE-BENDING SPACE AT TERMINALS (see Note 1)
744	TABLE E3907.9.1(2) [Table 312.6(A)] MINIMUM WIRE-BENDING SPACE AT TERMINALS AND MINIMUM WIDTH OF WIRING GUTTERS (see Note 1) SECTION E3908 GROUNDING
746	TABLE E3908.12 (Table 250.122) EQUIPMENT GROUNDING CONDUCTOR SIZING
747	SECTION E3909 FLEXIBLE CORDS TABLE E3909.2 [Table 400.5(A)(1)] MAXIMUM AMPERE LOAD FOR FLEXIBLE CORDS
748	CHAPTER 40 DEVICES AND LUMINAIRES SECTION E4001 SWITCHES
750	SECTION E4002 RECEPTACLES TABLE E4002.1.2 [Table 210.21(B) (3)] RECEPTACLE RATINGS FOR VARIOUS SIZE MULTI-OUTLET CIRCUITS
751	SECTION E4003 LUMINAIRES
752	FIGURE E4003.12 CLOSET STORAGE SPACE SECTION E4004 LUMINAIRE INSTALLATION
753	SECTION E4005 TRACK LIGHTING
754	CHAPTER 41 APPLIANCE INSTALLATION SECTION E4101 GENERAL TABLE E4101.3 FLEXIBLE CORD LENGTH
755	TABLE E4101.5 DISCONNECTING MEANS [422.31(A), (B), and (C); 422.34; 422.35; 424.19; 424.20; and 440.14]
756	TABLE E4101.5—continued DISCONNECTING MEANS
758	CHAPTER 42 SWIMMING POOLS SECTION E4201 GENERAL
759	SECTION E4202 WIRING METHODS FOR POOLS, SPAS, HOT TUBS AND HYDROMASSAGE BATHTUBS TABLE E4202.1a PERMITTED WIRING METHODS IN CORROSIVE ENVIRONMENTS
760	SECTION E4203 EQUIPMENT LOCATION AND CLEARANCES
762	TABLE E4203.6 [Table 680.8(A)] OVERHEAD CONDUCTOR CLEARANCES SECTION E4204 BONDING
764	SECTION E4205 GROUNDING
765	SECTION E4206 EQUIPMENT INSTALLATION
768	SECTION E4207 STORABLE SWIMMING POOLS, STORABLE SPAS, AND STORABLE HOT TUBS SECTION E4208 SPAS AND HOT TUBS
769	SECTION E4209 HYDROMASSAGE BATHTUBS
770	CHAPTER 43 CLASS 2 REMOTE-CONTROL, SIGNALING AND POWER-LIMITED CIRCUITS SECTION E4301 GENERAL SECTION E4302 POWER SOURCES SECTION E4303 WIRING METHODS TABLE E4303.2 CABLE USES AND PERMITTED SUBSTITUTIONS [Figure 725.154(A)]
771	TABLE E4303.2.5 [TABLE 725.179(J)] CABLE MARKING SECTION E4304 INSTALLATION REQUIREMENTS
774	PART IX—REFERENCED STANDARDS CHAPTER 44 REFERENCED STANDARDS AAMA ACCA ACI
775	AISI AMCA ANCE ANSI
777	APA
778	APSP ASCE/SEI ASHRAE ASME
780	ASSE
782	ASTM
796	AWC AWPA AWS AWWA
797	CEN CISPI CPA
798	CPSC CSA
800	CSSB
801	DASMA DOC DOTn FEMA FM
802	GA HPVA HVI IAPMO ICC
803	IEEE ISO MSS
804	NAIMA NFPA
805	NFRC NGWA NSF
806	PCA SBCA SMACNA TMS
807	TPI UL
809	ULC
810	US-FTC WDMA WMA
812	APPENDIX A SIZING AND CAPACITIES OF GAS PIPING A.1 GENERAL PIPING CONSIDERATIONS A.2 DESCRIPTION OF TABLES
813	TABLE A.2.2 EQUIVALENT LENGTHS OF PIPE FITTINGS AND VALVES
814	TABLE A.2.2—continued EQUIVALENT LENGTHS OF PIPE FITTINGS AND VALVES
815	TABLE 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
817	TABLE A.3.4 THOUSANDS OF BTU/H (MBH) OF NATURAL GAS PER 100 FEET OF PIPE AT VARIOUS PRESSURE DROPS AND PIPE DIAMETERS A.4 USE OF SIZING EQUATIONS A.5 PIPE AND TUBE DIAMETERS
818	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
819	FIGURE A.6.1 PIPING PLAN SHOWING A STEEL PIPING SYSTEM FIGURE A.6.2 PIPING PLAN SHOWING A CSST SYSTEM
820	FIGURE A.6.3 PIPING PLAN SHOWING A COPPER TUBING SYSTEM
821	FIGURE A.6.4 PIPING PLAN SHOWING A MODIFICATION TO EXISTING PIPING SYSTEM
824	APPENDIX B SIZING OF VENTING SYSTEMS SERVING APPLIANCES EQUIPPED WITH DRAFT HOODS, CATEGORY I APPLIANCES AND APPLIANCES LISTED FOR USE WITH TYPE B VENTS EXAMPLES USING SINGLE APPLIANCE VENTING TABLES 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
825	FIGURE 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
826	FIGURE B-7 VENT SYSTEM SERVING TWO OR MORE APPLIANCES WITH TYPE B DOUBLE-WALL VENT AND SINGLE-WALL METAL VENT CONNECTORS FIGURE B-8 MASONRY CHIMNEY SERVING TWO OR MORE APPLIANCES WITH TYPE B DOUBLE-WALL VENT CONNECTOR FIGURE B-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
827	FIGURE 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
828	FIGURE B-15 (EXAMPLE 1) SINGLE DRAFT-HOOD-EQUIPPED APPLIANCE FIGURE B-16 (EXAMPLE 2) SINGLE FAN-ASSISTED APPLIANCE
829	EXAMPLES 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
831	TABLE B-1 MASONRY CHIMNEY LINER DIMENSIONS WITH CIRCULAR EQUIVALENTSa
832	FIGURE B-19
834	APPENDIX C EXIT TERMINALS OF MECHANICAL DRAFT AND DIRECT-VENT VENTING SYSTEMS APPENDIX C EXIT TERMINALS OF MECHANICAL DRAFT AND DIRECT-VENT VENTING SYSTEMS
836	APPENDIX D RECOMMENDED PROCEDURE FOR SAFETY INSPECTION OF AN EXISTING APPLIANCE INSTALLATION D.1 GENERAL D.2 OCCUPANT AND INSPECTOR SAFETY
837	D.3 GAS PIPING AND CONNECTION INSPECTIONS D.4 INSPECTIONS TO BE PERFORMED WITH THE APPLIANCE NOT OPERATING
838	D.5 INSPECTIONS TO BE PERFORMED WITH THE APPLIANCE OPERATING
839	D.6 APPLIANCE-SPECIFIC INSPECTIONS
840	TABLE D.6 CO THRESHOLDS
842	APPENDIX E MANUFACTURED HOUSING USED AS DWELLINGS SECTION AE101 SCOPE SECTION AE102 APPLICATION TO EXISTING MANUFACTURED HOMES AND BUILDING SERVICE EQUIPMENT
843	SECTION AE201 DEFINITIONS SECTION AE301 PERMITS
844	SECTION AE302 APPLICATION FOR PERMIT SECTION AE303 PERMITS ISSUANCE
845	SECTION AE304 FEES SECTION AE305 INSPECTIONS
846	SECTION AE306 SPECIAL INSPECTIONS SECTION AE307 UTILITY SERVICE SECTION AE401 OCCUPANCY CLASSIFICATION
847	SECTION AE402 LOCATION ON PROPERTY SECTION AE501 DESIGN SECTION AE502 FOUNDATION SYSTEMS SECTION AE503 SKIRTING AND PERIMETER ENCLOSURES
848	SECTION 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
849	SECTION AE604 ANCHORAGE INSTALLATIONS SECTION AE605 TIES, MATERIALS AND INSTALLATION
850	SECTION AE606 REFERENCED STANDARDS
852	APPENDIX F RADON CONTROL METHODS SECTION AF101 SCOPE SECTION AF102 DEFINITIONS SECTION AF103 REQUIREMENTS
855	FIGURE AF101 EPA MAP OF RADON ZONES
856	TABLE AF101(1) HIGH RADON-POTENTIAL (ZONE 1) COUNTIESa
857	TABLE AF101(1)—continued HIGH RADON-POTENTIAL (ZONE 1) COUNTIESa
858	FIGURE AF103 RADON-RESISTANT CONSTRUCTION DETAILS FOR FOUR FOUNDATION TYPES
860	APPENDIX G PIPING STANDARDS FOR VARIOUS APPLICATIONS SECTION AG101 PLASTIC PIPING STANDARDS TABLE AG101.1 PLASTIC PIPING STANDARDS FOR VARIOUS APPLICATIONS
861	TABLE AG101.1—continued PLASTIC PIPING STANDARDS FOR VARIOUS APPLICATIONS
862	TABLE AG101.1—continued PLASTIC PIPING STANDARDS FOR VARIOUS APPLICATIONS
863	SECTION AG102 REFERENCED STANDARDS
866	APPENDIX H PATIO COVERS SECTION AH101 GENERAL SECTION AH102 DEFINITION SECTION AH103 EXTERIOR WALLS AND OPENINGS SECTION AH104 HEIGHT SECTION AH105 STRUCTURAL PROVISIONS SECTION AH106 SPECIAL PROVISIONS FOR ALUMINUM SCREEN ENCLOSURES IN HURRICANE-PRONE REGIONS
867	TABLE AH106.4(1) DESIGN WIND PRESSURES FOR SCREEN ENCLOSURE FRAMING TABLE AH106.4(2) ADJUSTMENT FACTOR FOR BUILDING HEIGHT AND EXPOSURE
868	FIGURE AH106.4.1 ULTIMATE DESIGN WIND SPEEDS FOR PATIO COVERS AND SCREEN ENCLOSURES
870	APPENDIX I PRIVATE SEWAGE DISPOSAL SECTION AI101 GENERAL
872	APPENDIX J EXISTING BUILDINGS AND STRUCTURES SECTION AJ101 PURPOSE AND INTENT SECTION AJ102 COMPLIANCE
873	SECTION AJ103 PRELIMINARY MEETING SECTION AJ104 EVALUATION OF AN EXISTING BUILDING SECTION AJ105 PERMIT SECTION AJ201 DEFINITIONS
874	SECTION AJ301 REPAIRS SECTION AJ401 RENOVATIONS SECTION AJ501 ALTERATIONS
875	SECTION AJ601 RECONSTRUCTION
876	SECTION AJ701 REFERENCED STANDARDS
878	APPENDIX K SOUND TRANSMISSION SECTION AK101 GENERAL SECTION AK102 AIRBORNE SOUND SECTION AK103 STRUCTURAL-BORNE SOUND SECTION AK104 REFERENCED STANDARDS
880	APPENDIX L PERMIT FEES
882	APPENDIX M HOME DAY CARE—R-3 OCCUPANCY SECTION AM101 GENERAL SECTION AM102 DEFINITION SECTION AM103 MEANS OF EGRESS
883	SECTION AM104 SMOKE DETECTION
884	APPENDIX N VENTING METHODS FIGURE N1 TYPICAL SINGLE-BATH WET-VENT ARRANGEMENTS
885	FIGURE N2 TYPICAL DOUBLE-BATH WET-VENT ARRANGEMENTS
886	FIGURE N3 TYPICAL HORIZONTAL WET VENTING
887	FIGURE N4 TYPICAL METHODS OF WET VENTING
888	FIGURE N5 SINGLE STACK SYSTEM FOR A TWO-STORY DWELLING
889	FIGURE N6 WASTE STACK VENTING FIGURE N7 CIRCUIT VENT WITH ADDITIONAL NONCIRCUIT-VENTED BRANCH
890	APPENDIX O AUTOMATIC VEHICULAR GATES SECTION AO101 GENERAL SECTION AO102 DEFINITION SECTION AO103 AUTOMATIC VEHICULAR GATES SECTION AO104 REFERENCED STANDARDS
892	APPENDIX P SIZING OF WATER PIPING SYSTEM SECTION AP101 GENERAL SECTION AP102 INFORMATION REQUIRED SECTION AP103 SELECTION OF PIPE SIZE
896	TABLE AP.1 TABLE AP.2
897	FIGURE AP103.3(1) EXAMPLE—SIZING
898	TABLE AP103.3(1) RECOMMENDED TABULAR ARRANGEMENT FOR USE IN SOLVING PIPE SIZING PROBLEMS
899	TABLE AP103.3(2) LOAD VALUES ASSIGNED TO FIXTURESa
900	TABLE AP103.3(3) TABLE FOR ESTIMATING DEMAND
901	TABLE AP103.3(3)—continued TABLE FOR ESTIMATING DEMAND TABLE AP103.3(4) LOSS OF PRESSURE THROUGH TAPS AND TEES IN POUNDS PER SQUARE INCH (psi)
902	TABLE AP103.3(5) ALLOWANCE IN EQUIVALENT LENGTHS OF PIPE FOR FRICTION LOSS IN VALVES AND THREADED FITTINGS (feet) TABLE AP103.3(6) PRESSURE LOSS IN FITTINGS AND VALVES EXPRESSED AS EQUIVALENT LENGTH OF TUBEa (feet)
903	FIGURE AP103.3(2) FRICTION LOSS IN SMOOTH PIPEa (TYPE K, ASTM B88 COPPER TUBING)
904	FIGURE AP103.3(3) FRICTION LOSS IN SMOOTH PIPEa (TYPE L, ASTM B88 COPPER TUBING)
905	FIGURE AP103.3(4) FRICTION LOSS IN SMOOTH PIPEa (TYPE M, ASTM B88 COPPER TUBING)
906	FIGURE AP103.3(5) FRICTION LOSS IN FAIRLY SMOOTH PIPEa
907	FIGURE AP103.3(6) FRICTION LOSS IN FAIRLY ROUGH PIPEa
908	FIGURE AP103.3(7) FRICTION LOSS IN ROUGH PIPEa
909	SECTION AP201 SELECTION OF PIPE SIZE
910	TABLE AP201.1 MINIMUM SIZE OF WATER METERS, MAINS AND DISTRIBUTION PIPING BASED ON WATER SUPPLY FIXTURE UNIT VALUES (w.s.f.u.)
911	TABLE AP201.1—continued MINIMUM SIZE OF WATER METERS, MAINS AND DISTRIBUTION PIPING BASED ON WATER SUPPLY FIXTURE UNIT VALUES (w.s.f.u.)
912	APPENDIX Q TINY HOUSES SECTION AQ101 GENERAL SECTION AQ102 DEFINITIONS SECTION AQ103 CEILING HEIGHT SECTION AQ104 LOFTS
913	SECTION AQ105 EMERGENCY ESCAPE AND RESCUE OPENINGS
914	APPENDIX R LIGHT STRAW-CLAY CONSTRUCTION SECTION AR101 GENERAL SECTION AR102 DEFINITIONS SECTION AR103 NONBEARING LIGHT STRAW-CLAY CONSTRUCTION
915	TABLE AR103.2.3 REQUIREMENTS AND PROPERTIES OF LIGHT STRAW-CLAY MIXTURESa FIGURE AR103.2.4(1) LIGHT STRAW-CLAY WALL WITH LARSEN TRUSSES FIGURE AR103.2.4(2) LIGHT STRAW-CLAY WALL SINGLE STUD WIDTH
916	FIGURE AR103.2.4(3) LIGHT STRAW-CLAY WALL WITH BLIND STUDS
917	SECTION AR104 THERMAL PERFORMANCE SECTION AR105 REFERENCED STANDARDS
918	APPENDIX S STRAWBALE CONSTRUCTION SECTION AS101 GENERAL SECTION AS102 DEFINITIONS
919	FIGURE AS101.1 TYPICAL STRAWBALE WALL SYSTEMS FIGURE AS102.1 BALE ORIENTATIONS
920	SECTION AS103 BALES FIGURE AS103.2 APPROXIMATE DIMENSIONS OF COMMON STRAW BALES SECTION AS104 FINISHES
921	SECTION AS105 STRAWBALE WALLS—GENERAL
922	FIGURE AS105.1(1) TYPICAL BASE OF PLASTERED STRAWBALE WALL ON CONCRETE SLAB AND FOOTING
923	FIGURE AS105.1(2) TYPICAL BASE OF PLASTERED STRAWBALE WALL OVER RAISED FLOOR
924	FIGURE AS105.1(3) TYPICAL TOP OF LOAD-BEARING STRAWBALE WALL FIGURE AS105.1(4) TYPICAL TOP OF POST-AND-BEAM WALL WITH PLASTERED STRAWBALE INFILL
925	TABLE AS105.4 OUT-OF-PLANE RESISTANCE METHODS AND UNRESTRAINED WALL DIMENSION LIMITS
927	SECTION AS106 STRAWBALE WALLS—STRUCTURAL TABLE AS106.6.1 MINIMUM COMPRESSIVE STRENGTH FOR PLASTERS ON STRUCTURAL WALLS
928	EQUATION AS-1 TABLE AS106.12 ALLOWABLE SUPER IMPOSED VERTICAL LOADS (LBS/FOOT) FOR PLASTERED LOAD-BEARING STRAWBALE WALLS
929	TABLE AS106.13(1) PLASTERED STRAWBALE BRACED WALL PANEL TYPES
930	TABLE AS106.13(2) BRACING REQUIREMENTS FOR STRAWBALE-BRACED WALL PANELS BASED ON WIND SPEED
931	TABLE AS106.13(3) BRACING REQUIREMENTS FOR STRAWBALE-BRACED WALL PANELS BASED ON SEISMIC DESIGN CATEGORY SECTION AS107 FIRE RESISTANCE
932	SECTION AS108 THERMAL INSULATION SECTION AS109 REFERENCED STANDARDS
934	APPENDIX T [RE] SOLAR-READY PROVISIONS—DETACHED ONE- AND TWO-FAMILY DWELLINGS AND TOWNHOUSES SECTION AT101 SCOPE SECTION AT102 (RA102) GENERAL DEFINITION SECTION AT103 (RA103) SOLAR-READY ZONE
936	INDEX
954	HELPFUL TOOLS FOR YOUR RESIDENTIAL CODE
955	ICC EVALUATION SERVICE
956	ICC’S DIGITAL CODES LIBRARY
957	ICC ASSESSMENT CENTER

SC PlumbingCode 2018

Sat, 19 Oct 2024 12:56:50 +0000

This is a fully integrated code based on the 2018 IPC. Effective date January 1, 2020

PDF Catalog

PDF Pages	PDF Title
1	2018 SOUTH CAROLINA PLUMBING CODE
2	2018 SOUTH CAROLINA PLUMBING CODE TITLE PAGE
3	COPYRIGHT
4	PREFACE
10	EFFECTIVE USE OF THE INTERNATIONAL PLUMBING CODE
14	TABLE OF CONTENTS
18	CHAPTER 1 SCOPE AND ADMINISTRATION PART 1—SCOPE AND APPLICATION SECTION 101 GENERAL SECTION 102 APPLICABILITY
19	PART 2—ADMINISTRATION AND ENFORCEMENT SECTION 103 DEPARTMENT OF PLUMBING INSPECTION SECTION 104 DUTIES AND POWERS OF THE CODE OFFICIAL
20	SECTION 105 APPROVAL SECTION 106 PERMITS
22	SECTION 107 INSPECTIONS AND TESTING
24	SECTION 108 VIOLATIONS
25	SECTION 109 MEANS OF APPEAL SECTION 110 TEMPORARY EQUIPMENT, SYSTEMS AND USES
26	CHAPTER 2 DEFINITIONS SECTION 201 GENERAL SECTION 202 GENERAL DEFINITIONS
34	CHAPTER 3 GENERAL REGULATIONS SECTION 301 GENERAL SECTION 302 EXCLUSION OF MATERIALS DETRIMENTAL TO THE SEWER SYSTEM SECTION 303 MATERIALS
35	SECTION 304 RODENT PROOFING SECTION 305 PROTECTION OF PIPES AND PLUMBING SYSTEM COMPONENTS SECTION 306 TRENCHING, EXCAVATION AND BACKFILL
36	SECTION 307 STRUCTURAL SAFETY SECTION 308 PIPING SUPPORT
37	TABLE 308.5 HANGER SPACING SECTION 309 FLOOD HAZARD RESISTANCE SECTION 310 WASHROOM AND TOILET ROOM REQUIREMENTS
38	SECTION 311 TOILET FACILITIES FOR WORKERS SECTION 312 TESTS AND INSPECTIONS
39	SECTION 313 EQUIPMENT EFFICIENCIES SECTION 314 CONDENSATE DISPOSAL [M] TABLE 314.2.2 CONDENSATE DRAIN SIZING
40	SECTION 315 PENETRATIONS SECTION 316 ALTERNATIVE ENGINEERED DESIGN
42	CHAPTER 4 FIXTURES, FAUCETS AND FIXTURE FITTINGS SECTION 401 GENERAL SECTION 402 FIXTURE MATERIALS SECTION 403 MINIMUM PLUMBING FACILITIES TABLE 403.1 MINIMUM NUMBER OF REQUIRED PLUMBING FIXTURESa (See Sections 403.1.1 and 403.2)
43	TABLE 403.1 —continued MINIMUM NUMBER OF REQUIRED PLUMBING FIXTURESa (See Sections 403.1.1 and 403.2)
44	TABLE 403.1 —continued MINIMUM NUMBER OF REQUIRED PLUMBING FIXTURESa (See Sections 403.1.1 and 403.2)
46	SECTION 404 ACCESSIBLE PLUMBING FACILITIES SECTION 405 INSTALLATION OF FIXTURES
47	SECTION 406 AUTOMATIC CLOTHES WASHERS SECTION 407 BATHTUBS SECTION 408 BIDETS
48	SECTION 409 DISHWASHING MACHINES SECTION 410 DRINKING FOUNTAINS SECTION 411 EMERGENCY SHOWERS AND EYEWASH STATIONS SECTION 412 FAUCETS AND FIXTURE FITTINGS
49	SECTION 413 FLOOR AND TRENCH DRAINS SECTION 414 FLOOR SINKS SECTION 415 FLUSHING DEVICES FOR WATER CLOSETS AND URINALS
50	SECTION 416 FOOD WASTE DISPOSER UNITS SECTION 417 GARBAGE CAN WASHERS SECTION 418 LAUNDRY TRAYS SECTION 419 LAVATORIES SECTION 420 MANUAL FOOD AND BEVERAGE DISPENSING EQUIPMENT SECTION 421 SHOWERS
51	SECTION 422 SINKS
52	SECTION 423 SPECIALTY PLUMBING FIXTURES SECTION 424 URINALS SECTION 425 WATER CLOSETS SECTION 426 WHIRLPOOL BATHTUBS
54	CHAPTER 5 WATER HEATERS SECTION 501 GENERAL SECTION 502 INSTALLATION
55	SECTION 503 CONNECTIONS SECTION 504 SAFETY DEVICES
56	SECTION 505 INSULATION
58	CHAPTER 6 WATER SUPPLY AND DISTRIBUTION SECTION 601 GENERAL SECTION 602 WATER REQUIRED SECTION 603 WATER SERVICE
59	SECTION 604 DESIGN OF BUILDING WATER DISTRIBUTION SYSTEM TABLE 604.3 WATER DISTRIBUTION SYSTEM DESIGN CRITERIA REQUIRED CAPACITY AT FIXTURE SUPPLY PIPE OUTLETS TABLE 604.4 MAXIMUM FLOW RATES AND CONSUMPTION FOR PLUMBING FIXTURES AND FIXTURE FITTINGS
60	TABLE 604.5 MINIMUM SIZES OF FIXTURE WATER SUPPLY PIPES TABLE 604.10.1 MANIFOLD SIZING
61	SECTION 605 MATERIALS, JOINTS AND CONNECTIONS TABLE 605.3 WATER SERVICE PIPE
62	TABLE 605.4 WATER DISTRIBUTION PIPE TABLE 605.8 MANUFACTURED PIPE NIPPLES
63	TABLE 605.5 PIPE FITTINGS TABLE 605.7 VALVES
66	SECTION 606 INSTALLATION OF THE BUILDING WATER DISTRIBUTION SYSTEM
67	TABLE 606.5.4 SIZES FOR OVERFLOW PIPES FOR WATER SUPPLY TANKS TABLE 606.5.7 SIZE OF DRAIN PIPES FOR WATER TANKS SECTION 607 HOT WATER SUPPLY SYSTEM
68	SECTION 608 PROTECTION OF POTABLE WATER SUPPLY
69	FIGURE 608.9.1 PICTOGRAPH—DO NOT DRINK TABLE 608.9.2.2 SIZE OF PIPE IDENTIFICATION
70	TABLE 608.1 APPLICATION OF BACKFLOW PREVENTERS
72	TABLE 608.16.1 MINIMUM REQUIRED AIR GAPS
73	TABLE 608.18.1 DISTANCE FROM CONTAMINATION TO PRIVATE WATER SUPPLIES AND PUMP SUCTION LINES
74	SECTION 609 HEALTH CARE PLUMBING SECTION 610 DISINFECTION OF POTABLE WATER SYSTEM
75	SECTION 611 DRINKING WATER TREATMENT UNITS SECTION 612 SOLAR SYSTEMS SECTION 613 TEMPERATURE CONTROL DEVICES AND VALVES
76	CHAPTER 7 SANITARY DRAINAGE SECTION 701 GENERAL SECTION 702 MATERIALS TABLE 702.1 ABOVE-GROUND DRAINAGE AND VENT PIPE
77	TABLE 702.2 UNDERGROUND BUILDING DRAINAGE AND VENT PIPE TABLE 702.3 BUILDING SEWER PIPE
78	TABLE 702.4 PIPE FITTINGS SECTION 703 BUILDING SEWER SECTION 704 DRAINAGE PIPING INSTALLATION TABLE 704.1 SLOPE OF HORIZONTAL DRAINAGE PIPE
79	SECTION 705 JOINTS
81	TABLE 705.18 CAULKING FERRULE SPECIFICATIONS TABLE 705.19 SOLDERING BUSHING SPECIFICATIONS SECTION 706 CONNECTIONS BETWEEN DRAINAGE PIPING AND FITTINGS
82	TABLE 706.3 FITTINGS FOR CHANGE IN DIRECTION SECTION 707 PROHIBITED JOINTS AND CONNECTIONS SECTION 708 CLEANOUTS
83	SECTION 709 FIXTURE UNITS TABLE 709.2 DRAINAGE FIXTURE UNITS FOR FIXTURE DRAINS OR TRAPS SECTION 710 DRAINAGE SYSTEM SIZING
84	TABLE 709.1 DRAINAGE FIXTURE UNITS FOR FIXTURES AND GROUPS
85	TABLE 710.1(1) BUILDING DRAINS AND SEWERS TABLE 710.1(2) HORIZONTAL FIXTURE BRANCHES AND STACKSa SECTION 711 OFFSETS IN DRAINAGE PIPING IN BUILDINGS OF FIVE STORIES OR MORE SECTION 712 SUMPS AND EJECTORS
86	TABLE 712.4.2 MINIMUM CAPACITY OF SEWAGE PUMP OR SEWAGE EJECTOR SECTION 713 COMPUTERIZED DRAINAGE DESIGN
87	SECTION 714 BACKWATER VALVES SECTION 715 VACUUM DRAINAGE SYSTEMS SECTION 716 REPLACEMENT OF UNDERGROUND BUILDING SEWERS AND BUILDING DRAINS BY PIPE-BURSTING METHODS
88	CHAPTER 8 INDIRECT/SPECIAL WASTE SECTION 801 GENERAL SECTION 802 INDIRECT WASTES
89	SECTION 803 SPECIAL WASTES
90	CHAPTER 9 VENTS SECTION 901 GENERAL SECTION 902 MATERIALS SECTION 903 VENT TERMINALS SECTION 904 OUTDOOR VENT EXTENSIONS
91	SECTION 905 VENT CONNECTIONS AND GRADES SECTION 906 VENT PIPE SIZING
92	TABLE 906.1 SIZE AND DEVELOPED LENGTH OF STACK VENTS AND VENT STACKS
93	TABLE 906.5.1 SIZE AND LENGTH OF SUMP VENTS SECTION 907 VENTS FOR STACK OFFSETS SECTION 908 RELIEF VENTS—STACKS OF MORE THAN 10 BRANCH INTERVALS SECTION 909 FIXTURE VENTS TABLE 909.1 MAXIMUM DISTANCE OF FIXTURE TRAP FROM VENT SECTION 910 INDIVIDUAL VENT
94	SECTION 911 COMMON VENT TABLE 911.3 COMMON VENT SIZES SECTION 912 WET VENTING TABLE 912.3 WET VENT SIZE SECTION 913 WASTE STACK VENT
95	TABLE 913.4 WASTE STACK VENT SIZE SECTION 914 CIRCUIT VENTING SECTION 915 COMBINATION WASTE AND VENT SYSTEM TABLE 915.2.2 SIZE OF COMBINATION WASTE AND VENT PIPE
96	SECTION 916 ISLAND FIXTURE VENTING SECTION 917 SINGLE-STACK VENT SYSTEM TABLE 917.2 SINGLE STACK SIZE
97	SECTION 918 AIR ADMITTANCE VALVES SECTION 919 ENGINEERED VENT SYSTEMS EQUATION 9-1
98	TABLE 919.2 MINIMUM DIAMETER AND MAXIMUM LENGTH OF INDIVIDUAL BRANCH FIXTURE VENTS AND INDIVIDUAL FIXTURE HEADER VENTS FOR SMOOTH PIPES SECTION 920 COMPUTERIZED VENT DESIGN
100	CHAPTER 10 TRAPS, INTERCEPTORS AND SEPARATORS SECTION 1001 GENERAL SECTION 1002 TRAP REQUIREMENTS
101	SECTION 1003 INTERCEPTORS AND SEPARATORS
102	TABLE 1003.3.5.1 CAPACITY OF GREASE INTERCEPTORS
103	SECTION 1004 MATERIALS, JOINTS AND CONNECTIONS
104	CHAPTER 11 STORM DRAINAGE SECTION 1101 GENERAL SECTION 1102 MATERIALS TABLE 1102.4 BUILDING STORM SEWER PIPE
105	TABLE 1102.5 SUBSOIL DRAIN PIPE TABLE 1102.7 PIPE FITTINGS SECTION 1103 TRAPS SECTION 1104 CONDUCTORS AND CONNECTIONS SECTION 1105 ROOF DRAINS SECTION 1106 SIZE OF CONDUCTORS, LEADERS AND STORM DRAINS
106	FIGURE 1106.1 100-YEAR, 1-HOUR RAINFALL (INCHES) EASTERN UNITED STATES
107	FIGURE 1106.1—continued 100-YEAR, 1-HOUR RAINFALL (INCHES) CENTRAL UNITED STATES
108	FIGURE 1106.1—continued 100-YEAR, 1-HOUR RAINFALL (INCHES) WESTERN UNITED STATES
109	FIGURE 1106.1—continued 100-YEAR, 1-HOUR RAINFALL (INCHES) ALASKA
110	FIGURE 1106.1—continued 100-YEAR, 1-HOUR RAINFALL (INCHES) HAWAII
111	TABLE 1106.2 STORM DRAIN PIPE SIZING TABLE 1106.3 VERTICAL LEADER SIZING TABLE 1106.2 STORM DRAIN PIPE SIZING TABLE 1106.3 VERTICAL LEADER SIZING SECTION 1107 SIPHONIC ROOF DRAINAGE SYSTEMS SECTION 1108 SECONDARY (EMERGENCY) ROOF DRAINS
112	TABLE 1106.6 HORIZONTAL GUTTER SIZING SECTION 1109 COMBINED SANITARY AND STORM PUBLIC SEWER SECTION 1110 CONTROLLED FLOW ROOF DRAIN SYSTEMS SECTION 1111 SUBSOIL DRAINS
113	SECTION 1112 BUILDING SUBDRAINS SECTION 1113 SUMPS AND PUMPING SYSTEMS
114	CHAPTER 12 SPECIAL PIPING AND STORAGE SYSTEMS SECTION 1201 GENERAL SECTION 1202 MEDICAL GASES SECTION 1203 OXYGEN SYSTEMS
116	CHAPTER 13 NONPOTABLE WATER SYSTEMS SECTION 1301 GENERAL FIGURE 1301.3 PICTOGRAPH—DO NOT DRINK
118	SECTION 1302 ON-SITE NONPOTABLE WATER REUSE SYSTEMS
119	TABLE 1302.7.1 LOCATION OF NONPOTABLE WATER REUSE STORAGE TANKS
120	SECTION 1303 NONPOTABLE RAINWATER COLLECTION AND DISTRIBUTION SYSTEMS
121	TABLE 1303.10.1 LOCATION OF RAINWATER STORAGE TANKS
122	SECTION 1304 RECLAIMED WATER SYSTEMS
124	CHAPTER 14 SUBSURFACE LANDSCAPE IRRIGATION SYSTEMS SECTION 1401 GENERAL SECTION 1402 SYSTEM DESIGN AND SIZING EQUATION 14-1
125	TABLE 1402.3 LOCATION OF SUBSURFACE IRRIGATION SYSTEM TABLE 1403.1.1 DESIGN LOADING RATE
126	SECTION 1403 INSTALLATION TABLE 1403.2 DISTRIBUTION PIPE
128	CHAPTER 15 REFERENCED STANDARDS ANSI ASHRAE ASME
130	ASPE ASSE
132	ASTM
137	AWS
138	AWWA CISPI CSA
141	IAPMO ICC ISEA
142	MSS NFPA NGWA NSF
143	PDI PSAI UL
144	APPENDIX A PLUMBING PERMIT FEE SCHEDULE PERMIT ISSUANCE UNIT FEE SCHEDULE OTHER INSPECTIONS AND FEES
146	APPENDIX B RATES OF RAINFALL FOR VARIOUS CITIES
148	APPENDIX C STRUCTURAL SAFETY SECTION C101 CUTTING, NOTCHING AND BORING IN WOOD MEMBERS
150	APPENDIX D DEGREE DAY AND DESIGN TEMPERATURES TABLE D101 DEGREE DAY AND DESIGN TEMPERATURESa FOR CITIES IN THE UNITED STATES
151	TABLE D101—continued DEGREE DAY AND DESIGN TEMPERATURESa FOR CITIES IN THE UNITED STATES
152	TABLE D101—continued DEGREE DAY AND DESIGN TEMPERATURESa FOR CITIES IN THE UNITED STATES
153	TABLE D101—continued DEGREE DAY AND DESIGN TEMPERATURESa FOR CITIES IN THE UNITED STATES
154	TABLE D101—continued DEGREE DAY AND DESIGN TEMPERATURESa FOR CITIES IN THE UNITED STATES
156	APPENDIX E SIZING OF WATER PIPING SYSTEM SECTION E101 GENERAL SECTION E102 INFORMATION REQUIRED SECTION E103 SELECTION OF PIPE SIZE
160	TABLE E.1 TABLE E.2
161	FIGURE E103.3(1) EXAMPLE-SIZING
162	TABLE E103.3(1) RECOMMENDED TABULAR ARRANGEMENT FOR USE IN SOLVING PIPE SIZING PROBLEMS
163	TABLE E103.3(2) LOAD VALUES ASSIGNED TO FIXTURESa
164	TABLE E103.3(3) TABLE FOR ESTIMATING DEMAND
165	TABLE E103.3(3)-continued TABLE FOR ESTIMATING DEMAND TABLE E103.3(4) LOSS OF PRESSURE THROUGH TAPS AND TEES IN POUNDS PER SQUARE INCH (psi)
166	TABLE E103.3(5) ALLOWANCE IN EQUIVALENT LENGTHS OF PIPE FOR FRICTION LOSS IN VALVES AND THREADED FITTINGS (feet) TABLE E103.3(6) PRESSURE LOSS IN FITTINGS AND VALVES EXPRESSED AS EQUIVALENT LENGTH OF TUBEa (feet)
167	FIGURE E103.3(2) FRICTION LOSS IN SMOOTH PIPEa (TYPE K, ASTM B88 COPPER TUBING)
168	FIGURE E103.3(3) FRICTION LOSS IN SMOOTH PIPEa (TYPE L, ASTM B88 COPPER TUBING)
169	FIGURE E103.3(4) FRICTION LOSS IN SMOOTH PIPEa (TYPE M, ASTM B88 COPPER TUBING)
170	FIGURE E103.3(5) FRICTION LOSS IN FAIRLY SMOOTH PIPEa
171	FIGURE E103.3(6) FRICTION LOSS IN FAIRLY ROUGH PIPEa
172	FIGURE E103.3(7) FRICTION LOSS IN ROUGH PIPEa
173	SECTION E201 SELECTION OF PIPE SIZE SECTION E202 DETERMINATION OF PIPE VOLUMES
174	TABLE E201.1 MINIMUM SIZE OF WATER METERS, MAINS AND DISTRIBUTION PIPING BASED ON WATER SUPPLY FIXTURE UNIT VALUES (w.s.f.u.)
175	TABLE E201.1—continued MINIMUM SIZE OF WATER METERS, MAINS AND DISTRIBUTION PIPING BASED ON WATER SUPPLY FIXTURE UNIT VALUES (w.s.f.u.)
176	TABLE E202.1 INTERNAL VOLUME OF VARIOUS WATER DISTRIBUTION TUBING
178	INDEX
190	HELPFUL TOOLS FOR LEARNING AND APPLYING YOUR PLUMBING CODE
191	ICC MEMBERSHIP
192	ICC ASSESSMENT CENTER
193	ICC EVALUATION SERVICE

SC FuelGasCode 2018

Sat, 19 Oct 2024 12:56:49 +0000

This is a fully integrated code based on the 2018 IFGC. Effective date January 1, 2020

PDF Catalog

PDF Pages	PDF Title
1	2018 SOUTH CAROLINA FUEL GAS CODE
2	2018 SOUTH CAROLINA FUEL GAS CODE TITLE PAGE
3	COPYRIGHT
4	PREFACE
10	EFFECTIVE USE OF THE INTERNATIONAL FUEL GAS CODE
12	TABLE OF CONTENTS
14	CHAPTER 1 SCOPE AND ADMINISTRATION PART 1—SCOPE AND APPLICATION SECTION 101 (IFGC) GENERAL
15	SECTION 102 (IFGC) APPLICABILITY
16	PART 2—ADMINISTRATION AND ENFORCEMENT SECTION 103 (IFGC) DEPARTMENT OF INSPECTION SECTION 104 (IFGC) DUTIES AND POWERS OF THE CODE OFFICIAL SECTION 105 (IFGC) APPROVAL
17	SECTION 106 (IFGC) PERMITS
19	SECTION 107 (IFGC) INSPECTIONS AND TESTING
20	SECTION 108 (IFGC) VIOLATIONS
21	SECTION 109 (IFGC) MEANS OF APPEAL
22	SECTION 110 (IFGC) TEMPORARY EQUIPMENT, SYSTEMS AND USES
24	CHAPTER 2 DEFINITIONS SECTION 201 (IFGC) GENERAL SECTION 202 (IFGC) GENERAL DEFINITIONS
32	CHAPTER 3 GENERAL REGULATIONS SECTION 301 (IFGC) GENERAL
33	SECTION 302 (IFGC) STRUCTURAL SAFETY SECTION 303 (IFGC) APPLIANCE LOCATION
34	SECTION 304 (IFGS) COMBUSTION, VENTILATION AND DILUTION AIR EQUATION 3-1 EQUATION 3-2
35	FIGURE 304.5.3 ALL AIR FROM INSIDE THE BUILDING (see Section 304.5.3) FIGURE 304.6.1(1) ALL AIR FROM OUTDOORS—INLET AIR FROM VENTILATED CRAWL SPACE AND OUTLET AIR TO VENTILATED ATTIC (see Section 304.6.1) FIGURE 304.6.1(2) ALL AIR FROM OUTDOORS THROUGH VENTILATED ATTIC (see Section 304.6.1)
36	FIGURE 304.6.1(3) ALL AIR FROM OUTDOORS (see Section 304.6.1) FIGURE 304.6.2 SINGLE COMBUSTION AIR OPENING, ALL AIR FROM THE OUTDOORS (see Section 304.6.2)
37	SECTION 305 (IFGC) INSTALLATION
38	SECTION 306 (IFGC) ACCESS AND SERVICE SPACE
40	SECTION 307 (IFGC) CONDENSATE DISPOSAL SECTION 308 (IFGS) CLEARANCE REDUCTION
41	TABLE 308.2 REDUCTION OF CLEARANCES WITH SPECIFIED FORMS OF PROTECTION SECTION 309 (IFGC) ELECTRICAL SECTION 310 (IFGS) ELECTRICAL BONDING
42	FIGURE 308.2(1) EXTENT OF PROTECTION NECESSARY TO REDUCE CLEARANCES FROM APPLIANCE OR VENT CONNECTIONS FIGURE 308.2(2) WALL PROTECTOR CLEARANCE REDUCTION SYSTEM FIGURE 308.2(3) MASONRY CLEARANCE REDUCTION SYSTEM
44	CHAPTER 4 GAS PIPING INSTALLATIONS SECTION 401 (IFGC) GENERAL SECTION 402 (IFGS) PIPE SIZING
45	EQUATION 4-1 EQUATION 4-2 TABLE 402.4 Cr AND Y VALUES FOR NATURAL GAS AND UNDILUTED PROPANE AT STANDARD CONDITIONS SECTION 403 (IFGS) PIPING MATERIALS
46	TABLE 402.4(1) SCHEDULE 40 METALLIC PIPE
47	TABLE 402.4(2) SCHEDULE 40 METALLIC PIPE
48	TABLE 402.4(3) SCHEDULE 40 METALLIC PIPE
49	TABLE 402.4(4) SCHEDULE 40 METALLIC PIPE
50	TABLE 402.4(5) SCHEDULE 40 METALLIC PIPE
51	TABLE 402.4(6) SCHEDULE 40 METALLIC PIPE
52	TABLE 402.4(7) SCHEDULE 40 METALLIC PIPE
53	TABLE 402.4(8) SEMIRIGID COPPER TUBING
54	TABLE 402.4(9) SEMIRIGID COPPER TUBING
55	TABLE 402.4(10) SEMIRIGID COPPER TUBING
56	TABLE 402.4(11) SEMIRIGID COPPER TUBING
57	TABLE 402.4(12) SEMIRIGID COPPER TUBING
58	TABLE 402.4(13) SEMIRIGID COPPER TUBING
59	TABLE 402.4(14) SEMIRIGID COPPER TUBING
60	TABLE 402.4(15) CORRUGATED STAINLESS STEEL TUBING (CSST)
61	TABLE 402.4(16) CORRUGATED STAINLESS STEEL TUBING (CSST)
62	TABLE 402.4(17) CORRUGATED STAINLESS STEEL TUBING (CSST)
63	TABLE 402.4(18) CORRUGATED STAINLESS STEEL TUBING (CSST)
64	TABLE 402.4(19) CORRUGATED STAINLESS STEEL TUBING (CSST)
65	TABLE 402.4(20) POLYETHYLENE PLASTIC PIPE
66	TABLE 402.4(21) POLYETHYLENE PLASTIC PIPE
67	TABLE 402.4(22) POLYETHYLENE PLASTIC PIPE
68	TABLE 402.4(23) POLYETHYLENE PLASTIC TUBING TABLE 402.4(24) POLYETHYLENE PLASTIC TUBING
69	TABLE 402.4(25) SCHEDULE 40 METALLIC PIPE
70	TABLE 402.4(26) SCHEDULE 40 METALLIC PIPE
71	TABLE 402.4(27) SCHEDULE 40 METALLIC PIPE
72	TABLE 402.4(28) SCHEDULE 40 METALLIC PIPE
73	TABLE 402.4(29) SEMIRIGID COPPER TUBING
74	TABLE 402.4(30) SEMIRIGID COPPER TUBING
75	TABLE 402.4(31) SEMIRIGID COPPER TUBING
76	TABLE 402.4(32) CORRUGATED STAINLESS STEEL TUBING (CSST)
77	TABLE 402.4(33) CORRUGATED STAINLESS STEEL TUBING (CSST)
78	TABLE 402.4(34) CORRUGATED STAINLESS STEEL TUBING (CSST)
79	TABLE 402.4(35) POLYETHYLENE PLASTIC PIPE
80	TABLE 402.4(36) POLYETHYLENE PLASTIC PIPE
81	TABLE 402.4(37) POLYETHYLENE PLASTIC TUBING
83	TABLE 403.9.2 SPECIFICATIONS FOR THREADING METALLIC PIPE
84	SECTION 404 (IFGC) PIPING SYSTEM INSTALLATION
86	SECTION 405 (IFGS) PIPING BENDS AND CHANGES IN DIRECTION
87	SECTION 406 (IFGS) INSPECTION, TESTING AND PURGING
88	TABLE 406.7.1.1 SIZE AND LENGTH OF PIPING
89	SECTION 407 (IFGC) PIPING SUPPORT SECTION 408 (IFGC) DRIPS AND SLOPED PIPING FIGURE 408.4 METHOD OF INSTALLING A TEE FITTING SEDIMENT TRAP SECTION 409 (IFGC) SHUTOFF VALVES
90	TABLE 409.1.1 MANUAL GAS VALVE STANDARDS SECTION 410 (IFGC) FLOW CONTROLS
91	SECTION 411 (IFGC) APPLIANCE AND MANUFACTURED HOME CONNECTIONS
92	SECTION 412 (IFGC) LIQUEFIED PETROLEUM GAS MOTOR VEHICLE FUEL-DISPENSING FACILITIES
94	SECTION 413 (IFGC) COMPRESSED NATURAL GAS MOTOR VEHICLE FUEL-DISPENSING FACILITIES
95	[F] TABLE 413.9.2.3 SEPARATION DISTANCE FOR ATMOSPHERIC VENTING OF CNG SECTION 414 (IFGC) SUPPLEMENTAL AND STANDBY GAS SUPPLY
96	SECTION 415 (IFGS) PIPING SUPPORT INTERVALS TABLE 415.1 SUPPORT OF PIPING SECTION 416 (IFGS) OVERPRESSURE PROTECTION DEVICES
98	CHAPTER 5 CHIMNEYS AND VENTS SECTION 501 (IFGC) GENERAL
99	SECTION 502 (IFGC) VENTS
100	SECTION 503 (IFGS) VENTING OF APPLIANCES
101	TABLE 503.4 TYPE OF VENTING SYSTEM TO BE USED
103	FIGURE 503.6.5 TERMINATION LOCATIONS FOR GAS VENTS WITH LISTED CAPS 12 INCHES OR LESS IN SIZE NOT LESS THAN 8 FEET FROM A VERTICAL WALL
106	TABLE 503.8 THROUGH-THE-WALL, DIRECT-VENT TERMINATION CLEARANCES TABLE 503.10.2.4 MINIMUM THICKNESS FOR GALVANIZED STEEL VENT CONNECTORS FOR LOW-HEAT APPLIANCES
107	TABLE 503.10.2.5 MINIMUM THICKNESS FOR STEEL VENT CONNECTORS FOR MEDIUM-HEAT APPLIANCES
108	TABLE 503.10.5 CLEARANCES FOR CONNECTORSa
109	SECTION 504 (IFGS) SIZING OF CATEGORY I APPLIANCE VENTING SYSTEMS
111	TABLE 504.3.2 MAXIMUM VENT CONNECTOR LENGTH
113	SECTION 505 (IFGC) DIRECT-VENT, INTEGRAL VENT, MECHANICAL VENT AND VENTILATION/EXHAUST HOOD VENTING SECTION 506 (IFGC) FACTORY-BUILT CHIMNEYS
115	TABLE 504.2(1) TYPE B DOUBLE-WALL GAS VENT
116	TABLE 504.2(1)—continued TYPE B DOUBLE-WALL GAS VENT
117	TABLE 504.2(1)—continued TYPE B DOUBLE-WALL GAS VENT
118	TABLE 504.2(1)—continued TYPE B DOUBLE-WALL GAS VENT
119	TABLE 504.2(2) TYPE B DOUBLE-WALL GAS VENT
120	TABLE 504.2(2)—continued TYPE B DOUBLE-WALL GAS VENT
121	TABLE 504.2(3) MASONRY CHIMNEY
122	TABLE 504.2(3)—continued MASONRY CHIMNEY
123	TABLE 504.2(4) MASONRY CHIMNEY
124	TABLE 504.2(4)—continued MASONRY CHIMNEY
125	TABLE 504.2(5) SINGLE-WALL METAL PIPE OR TYPE B ASBESTOS CEMENT VENT
126	TABLE 504.2(6) EXTERIOR MASONRY CHIMNEY
127	TABLE 504.3(1) TYPE B DOUBLE-WALL VENT
128	TABLE 504.3(1)—continued TYPE B DOUBLE-WALL VENT
129	TABLE 504.3(2) TYPE B DOUBLE-WALL VENT
130	TABLE 504.3(3) MASONRY CHIMNEY
131	TABLE 504.3(4) MASONRY CHIMNEY
132	TABLE 504.3(5) SINGLE-WALL METAL PIPE OR TYPE ASBESTOS CEMENT VENT
133	TABLE 504.3(6a) EXTERIOR MASONRY CHIMNEY TABLE 504.3(6b) EXTERIOR MASONRY CHIMNEY TABLE 504.3(6b) EXTERIOR MASONRY CHIMNEY—continued
134	TABLE 504.3(7a) EXTERIOR MASONRY CHIMNEY TABLE 504.3(7b) EXTERIOR MASONRY CHIMNEY TABLE 504.3(7b) EXTERIOR MASONRY CHIMNEY—continued
136	CHAPTER 6 SPECIFIC APPLIANCES SECTION 601 (IFGC) GENERAL SECTION 602 (IFGC) DECORATIVE APPLIANCES FOR INSTALLATION IN FIREPLACES SECTION 603 (IFGC) LOG LIGHTERS SECTION 604 (IFGC) VENTED GAS FIREPLACES (DECORATIVE APPLIANCES) SECTION 605 (IFGC) VENTED GAS FIREPLACE HEATERS SECTION 606 (IFGC) INCINERATORS AND CREMATORIES SECTION 607 (IFGC) COMMERCIAL-INDUSTRIAL INCINERATORS SECTION 608 (IFGC) VENTED WALL FURNACES
137	SECTION 609 (IFGC) FLOOR FURNACES SECTION 610 (IFGC) DUCT FURNACES SECTION 611 (IFGC) NONRECIRCULATING DIRECT-FIRED INDUSTRIAL AIR HEATERS
138	SECTION 612 (IFGC) RECIRCULATING DIRECT-FIRED INDUSTRIAL AIR HEATERS SECTION 613 (IFGC) CLOTHES DRYERS SECTION 614 (IFGC) CLOTHES DRYER EXHAUST
139	[M] TABLE 614.8.4.1 DRYER EXHAUST DUCT FITTING EQUIVALENT LENGTH
140	SECTION 615 (IFGC) SAUNA HEATERS
141	SECTION 616 (IFGC) ENGINE AND GAS TURBINE-POWERED EQUIPMENT SECTION 617 (IFGC) POOL AND SPA HEATERS SECTION 618 (IFGC) FORCED-AIR WARM-AIR FURNACES
142	SECTION 619 (IFGC) CONVERSION BURNERS SECTION 620 (IFGC) UNIT HEATERS SECTION 621 (IFGC) UNVENTED ROOM HEATERS SECTION 622 (IFGC) VENTED ROOM HEATERS SECTION 623 (IFGC) COOKING APPLIANCES
143	SECTION 624 (IFGC) WATER HEATERS SECTION 625 (IFGC) REFRIGERATORS SECTION 626 (IFGC) GAS-FIRED TOILETS SECTION 627 (IFGC) AIR-CONDITIONING APPLIANCES
144	SECTION 628 (IFGC) ILLUMINATING APPLIANCES SECTION 629 (IFGC) SMALL CERAMIC KILNS
145	SECTION 630 (IFGC) INFRARED RADIANT HEATERS SECTION 631 (IFGC) BOILERS SECTION 632 (IFGC) EQUIPMENT INSTALLED IN EXISTING UNLISTED BOILERS SECTION 633 (IFGC) STATIONARY FUEL-CELL POWER SYSTEMS SECTION 634 (IFGS) CHIMNEY DAMPER OPENING AREA TABLE 634.1 FREE OPENING AREA OF CHIMNEY DAMPER FOR VENTING FLUE GASES FROM UNLISTED DECORATIVE APPLIANCES FOR INSTALLATION IN VENTED FIREPLACES SECTION 635 (IFGC) GASEOUS HYDROGEN SYSTEMS SECTION 636 (IFGC) OUTDOOR DECORATIVE APPLIANCES
146	CHAPTER 7 GASEOUS HYDROGEN SYSTEMS SECTION 701 (IFGC) GENERAL SECTION 702 (IFGC) GENERAL DEFINITIONS SECTION 703 (IFGC) GENERAL REQUIREMENTS
147	SECTION 704 (IFGC) PIPING, USE AND HANDLING
148	SECTION 705 (IFGC) TESTING OF HYDROGEN PIPING SYSTEMS
149	SECTION 706 (IFGC) LOCATION OF GASEOUS HYDROGEN SYSTEMS SECTION 707 (IFGC) OPERATION AND MAINTENANCE OF GASEOUS HYDROGEN SYSTEMS SECTION 708 (IFGC) DESIGN OF LIQUEFIED HYDROGEN SYSTEMS ASSOCIATED WITH HYDROGEN VAPORIZATION OPERATIONS
150	IFGC/IFGS CHAPTER 8 REFERENCED STANDARDS ANSI
151	ASME
152	ASTM
153	CGA CSA DOTn ICC
154	MSS NFPA UL
156	APPENDIX A (IFGS)SIZING AND CAPACITIES OF GAS PIPING A.1 GENERAL PIPING CONSIDERATIONS A.2 DESCRIPTION OF TABLES
157	TABLE A.2.2 EQUIVALENT LENGTHS OF PIPE FITTINGS AND VALVES
158	TABLE A.2.2—continued EQUIVALENT LENGTHS OF PIPE FITTINGS AND VALVES
159	TABLE 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
161	TABLE A.3.4 THOUSANDS OF BTU/H (MBH) OF NATURAL GAS PER 100 FEET OF PIPE AT VARIOUS PRESSURE DROPS AND PIPE DIAMETERS A.4 USE OF EQUATIONS A.5 PIPE AND TUBE DIAMETERS
162	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
163	FIGURE A.6.1 PIPING PLAN SHOWING A STEEL PIPING SYSTEM FIGURE A.6.2 PIPING PLAN SHOWING A CSST SYSTEM
164	FIGURE A.6.3 PIPING PLAN SHOWING A COPPER TUBING SYSTEM FIGURE A.6.4 PIPING PLAN SHOWING A MODIFICATION TO EXISTING PIPING SYSTEM
166	APPENDIX B (IFGS) 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
167	FIGURE 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
168	FIGURE B-7 VENT SYSTEM SERVING TWO OR MORE APPLIANCES WITH TYPE B DOUBLE-WALL VENT AND SINGLE-WALL METAL VENT CONNECTORS FIGURE B-8 MASONRY CHIMNEY SERVING TWO OR MORE APPLIANCES WITH TYPE B DOUBLE-WALL VENT CONNECTOR FIGURE B-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
169	FIGURE 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
170	FIGURE B-15 (EXAMPLE 1) SINGLE DRAFT-HOOD-EQUIPPED APPLIANCE FIGURE B-16 (EXAMPLE 2) SINGLE FAN-ASSISTED APPLIANCE
171	EXAMPLES 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
173	TABLE B-1 MASONRY CHIMNEY LINER DIMENSIONS WITH CIRCULAR EQUIVALENTSa
174	FIGURE B-19
176	APPENDIX C (IFGS) EXIT TERMINALS OF MECHANICAL DRAFT AND DIRECT-VENT VENTING SYSTEMS APPENDIX C EXIT TERMINALS OF MECHANICAL DRAFT AND DIRECT-VENT VENTING SYSTEMS
178	APPENDIX D (IFGS) RECOMMENDED PROCEDURE FOR SAFETY INSPECTION OF AN EXISTING APPLIANCE INSTALLATION D.1 GENERAL D.2 OCCUPANT AND INSPECTOR SAFETY
179	D.3 GAS PIPING AND CONNECTION INSPECTIONS D.4 INSPECTIONS TO BE PERFORMED WITH THE APPLIANCE NOT OPERATING
180	D.5 INSPECTIONS TO BE PERFORMED WITH THE APPLIANCE OPERATING
181	D.6 APPLIANCE-SPECIFIC INSPECTIONS
182	TABLE D.6 CO THRESHOLDS
184	INDEX
188	VALUABLE GUIDES TO CHANGES IN THE 2018 I-CODES®
189	ICC MEMBERSHIP
190	ICC ASSESSMENT CENTER
191	ICC EVALUATION SERVICE