ICC IBC Commentary Volume2 2012

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International Building Code and Commentary Volume 2

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ICC	2012	779

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Description

This comprehensive yet concise publication provides a convenient reference for regulations in chapters 16 through 35 of the 2012 International Building Code

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1	2012 IBC CODE AND COMMENTARY VOLUME 2
2	2012 IBC CODE AND COMMENTARY VOLUME 2 TITLE PAGE
3	COPYRIGHT
4	PREFACE
8	CHAPTER 16: STRUCTURAL DESIGN SECTION 1601 GENERAL SECTION 1602 DEFINITIONS AND NOTATIONS
10	SECTION 1603 CONSTRUCTION DOCUMENTS
12	SECTION 1604 GENERAL DESIGN REQUIREMENTS
13	TABLE 1604.3 DEFLECTION LIMITS
14	TABLE 1604.3.6 CONCRETE ROOF MEMBER DEFLECTION CRITERIA
16	TABLE 1604.5 RISK CATEGORY OF BUILDINGS AND OTHER STRUCTURES
19	EQUATION 16-6 EQUATION 16-7 EQUATION 16-15 EQUATION 16-16 EQUATION 16-22 EQUATION 16-18
20	SECTION 1605 LOAD COMBINATIONS
21	FIGURE 1605.1(1) EXAMPLES OF DISCONTINUOUS SHEAR WALLS FIGURE 1605.1(2) COLLECTORS
22	EQUATION 16-1 EQUATION 16-2 EQUATION 16-3 EQUATION 16-4 EQUATION 16-5 EQUATION 16-6 EQUATION 16-7 EQUATION 16-8 EQUATION 16-9 EQUATION 16-10
23	EQUATION 16-11 EQUATION 16-12 EQUATION 16-13 EQUATION 16-14 EQUATION 16-15 EQUATION 16-16
24	EQUATION 16-17 EQUATION 16-18 EQUATOIN 16-19 EQUATION 16-20 EQUATION 16-21 EQUATION 16-22
25	SECTION 1606 DEAD LOADS SECTION 1607 LIVE LOADS
26	TABLE 1607.1(1) SUMMARY OF MINIMUM LIVE LOAD REQUIRED IN UNINHABITABLE ATTICS FIGURE 1607.1 DETERMINATION OF ATTIC LIVE LOAD IN ACCORDANCE WITH TABLE 1607.1 FOOTNOTES I, J AND K
27	TABLE 1607.1 MINIMUM UNIFORMLY DISTRIBUTED LIVE LOADS, Lo, AND MINIMUM CONCENTRATED LIVE LOADS TABLE 1607.1—continued MINIMUM UNIFORMLY DISTRIBUTED LIVE LOADS, Lo, AND MINIMUM CONCENTRATED LIVE LOADS
28	TABLE 1607.1—continued MINIMUM UNIFORMLY DISTRIBUTED LIVE LOADS, Lo, AND MINIMUM CONCENTRATED LIVE LOADS TABLE 1607.1—continued MINIMUM UNIFORMLY DISTRIBUTED LIVE LOADS, Lo, AND MINIMUM CONCENTRATED LIVE LOADS
31	FIGURE 1607.8.1 HANDRAIL DESIGN LOAD FIGURE 1607.8.1.2 COMPONENT DESIGN LOAD
32	FIGURE 1607.8.3 VEHICLE BARRIER REQUIREMENTS
33	EQUATION 16-23 TABLE 1607.10.1 LIVE LOAD ELEMENT FACTOR
34	FIGURE 1607.10.1 LIVE LOAD REDUCTION EXAMPLE
35	EQUATION 16-24 EQUATION 16-25
36	FIGURE 1607.11 PARTIAL LOADING
37	EQUATION 16-26 EQUATION 16-27 EQUATION 16-28 EQUATION 16-29 EQUATION 16-30 EQUATION 16-31 EQUATION 16-32 FIGURE 1607.12.2.1 MINIMUM ROOF LIVE LOAD IN ACCORDANCE WITH EQUATION 16-26
39	FIGURE 1607.13 TOP-RUNNING BRIDGE CRANE SECTION 1608 SNOW LOADS
40	FIGURE 1608.1(1) BALANCED AND UNBALANCED LOADS FOR A SAWTOOTH ROOF
41	FIGURE 1608.1(2) DRIFTING SNOW ON LOW ROOFS AND DECKS FIGURE 1608.1(3) DRIFTING SNOW ONTO ADJACENT LOW STRUCTURE
42	FIGURE 1608.1(4) SNOW DRIFTING AT ROOF PROJECTIONS TABLE 1608.2 GROUND SNOW LOADS, pg , FOR ALASKAN LOCATIONS
43	FIGURE 1608.2 GROUND SNOW LOADS, pg, FOR THE UNITED STATES
44	FIGURE 1608.2—continued GROUND SNOW LOADS, pg, FOR THE UNITED STATES
45	SECTION 1609 WIND LOADS
46	FIGURE 1609.1(1) WIND PRESSURES CAUSED BY EXTERNAL WIND FLOW FIGURE 1609.1(2) OPENING IN EXTERIOR WALL OF BUILDING
48	FIGURE 1609A ULTIMATE DESIGN WIND SPEEDS, VULT, FOR RISK CATEGORY II BUILDINGS AND OTHER STRUCTURES
49	FIGURE 1609B ULTIMATE DESIGN WIND SPEEDS, VULT, FOR RISK CATEGORY III AND IV BUILDINGS AND OTHER STRUCTURES
50	FIGURE 1609C ULTIMATE DESIGN WIND SPEEDS, VULT, FOR RISK CATEGORY I BUILDINGS AND OTHER STRUCTURES
51	FIGURE 1609.1.1.1 WIND SPEED-UP EFFECT
52	FIGURE 1609.1.2 EFFECTS OF OPENINGS IN THE BUILDING ENVELOPE
53	TABLE 1609.1.2 WIND-BORNE DEBRIS PROTECTION FASTENING SCHEDULE FOR WOOD STRUCTURAL PANELS
54	EQUATION 16-33 TABLE 1609.3.1 WIND SPEED CONVERSIONS
56	EQUATION 16-34
58	EQUATION 16-35
59	TABLE 1609.6.2 NET PRESSURE COEFFICIENTS
60	TABLE 1609.6.2—continued NET PRESSURE COEFFICIENTS
61	TABLE 1609.6.2—continued NET PRESSURE COEFFICIENTS
62	TABLE 1609.6.2—continued NET PRESSURE COEFFICIENTS SECTION 1610 SOIL LATERAL LOADS SECTION 1611 RAIN LOADS
63	TABLE 1610.1 LATERAL SOIL LOAD EQUATION 16-36
64	FIGURE 1611.1(1) SECONDARY ROOF DRAINAGE NOT REQUIRED TABLE 1611.1(2) FLOW RATE, IN GALLONS PER MINUTE, OF VARIOUS ROOF DRAINS AT VARIOUS WATER DEPTHS AT DRAIN INLETS (INCHES)
65	FIGURE 1611.1(3) SEPARATE PRIMARY AND SECONDARY ROOF DRAINS
66	FIGURE 1611.1(4) EQUATION 16-35 COEFFICIENT FIGURE 1611.1(5) RAIN LOAD EXAMPLE
67	FIGURE 1611.1 100-YEAR, 1-HOUR RAINFALL (INCHES) WESTERN UNITED STATES
68	FIGURE 1611.1—continued 100-YEAR, 1-HOUR RAINFALL (INCHES) CENTRAL UNITED STATES
69	FIGURE 1611.1—continued 100-YEAR, 1-HOUR RAINFALL (INCHES) EASTERN UNITED STATES
70	FIGURE 1611.1—continued 100-YEAR, 1-HOUR RAINFALL (INCHES) ALASKA
71	FIGURE 1611.1—continued 100-YEAR, 1-HOUR RAINFALL (INCHES) HAWAII
72	SECTION 1612 FLOOD LOADS
76	SECTION 1613 EARTHQUAKE LOADS
78	EQUATION 16-37 EQUATION 16-38
79	EQUATION 16-39 EQUATION 16-40 TABLE 1613.3.3 (1) VALUES OF SITE COEFFICIENT TABLE 1613.3.3(2) VALUES OF SITE COEFFICIENT
80	TABLE 1613.3.5(1) SEISMIC DESIGN CATEGORY BASED ON SHORT-PERIOD (0.2 second) RESPONSE ACCELERATIONS TABLE 1613.3.5(2) SEISMIC DESIGN CATEGORY BASED ON 1-SECOND PERIOD RESPONSE ACCELERATION
81	FIGURE 1613.3.1(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), SITE CLASS B
82	FIGURE 1613.3.1(1)—continued 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), SITE CLASS B
83	FIGURE 1613.3.1(2)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), SITE CLASS B
84	FIGURE 1613.3.1(2)—continued 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), SITE CLASS B
85	FIGURE 1613.3.1(3) 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), SITE CLASS B
86	FIGURE 1613.3.1(4) RISK-TARGETED MAXIMUM CONSIDERED EARTHQUAKE (MCER) GROUND MOTION RESPONSE ACCELERATIONS FOR ALASKA OF 0.2-SECOND SPECTRAL RESPONSE ACCELERATION (5% OF CRITICAL DAMPING), SITE CLASS B
87	FIGURE 1613.3.1(5) RISK-TARGETED MAXIMUM CONSIDERED EARTHQUAKE (MCER) GROUND MOTION RESPONSE ACCELERATIONS FOR ALASKA OF 1.0-SECOND SPECTRAL RESPONSE ACCELERATION (5% OF CRITICAL DAMPING), SITE CLASS B
88	FIGURE 1613.3.1(6) 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), SITE CLASS B
89	SECTION 1614 ATMOSPHERIC ICE LOADS SECTION 1615 STRUCTURAL INTEGRITY
91	EQUATION 16-41 FIGURE 1615.4 LONGITUDINAL, PERIMETER, TRANSVERSE AND VERTICAL TIES
92	EQUATION 16-42 BIBLIOGRAPHY
98	CHAPTER 17: SPECIAL INSPECTIONS AND TESTS SECTION 1701 GENERAL
99	SECTION 1702 DEFINITIONS SECTION 1703 APPROVALS
101	FIGURE 1703.5.3 TYPICAL LABEL INFORMATION SECTION 1704 SPECIAL INSPECTIONS, CONTRACTOR RESPONSIBILITY AND STRUCTURAL OBSERVATIONS
105	SECTION 1705 REQUIRED VERIFICATION AND INSPECTION
106	TABLE 1705.2.2 REQUIRED VERIFICATION AND INSPECTION OF STEEL CONSTRUCTION OTHER THAN STRUCTURAL STEEL
107	TABLE 1705.3 REQUIRED VERIFICATION AND INSPECTION OF CONCRETE CONSTRUCTION
109	TABLE 1705.6 REQUIRED VERIFICATION AND INSPECTION OF SOILS
110	TABLE 1705.7 REQUIRED VERIFICATION AND INSPECTION OF DRIVEN DEEP FOUNDATION ELEMENTS TABLE 1705.8 REQUIRED VERIFICATION AND INSPECTION OF CAST-IN-PLACE DEEP FOUNDATION ELEMENTS
120	SECTION 1706 DESIGN STRENGTHS OF MATERIALS SECTION 1707 ALTERNATIVE TEST PROCEDURE SECTION 1708 TEST SAFE LOAD
121	SECTION 1709 IN-SITU LOAD TESTS SECTION 1710 PRECONSTRUCTION LOAD TESTS
123	SECTION 1711 MATERIAL AND TEST STANDARDS
125	BIBLIOGRAPHY
128	CHAPTER 18: SOILS AND FOUNDATIONS
129	SECTION 1801 GENERAL SECTION 1802 DEFINITIONS SECTION 1803 GEOTECHNICAL INVESTIGATIONS
130	FIGURE 1803.5.2 TYPICAL SETUP FOR CONDUCTING STATIC LOAD TESTS
131	FIGURE 1803.5.3 SWELLING POTENTIAL OF SOILS AND PLASTICITY INDEX
135	SECTION 1804 EXCAVATION, GRADING AND FILL
137	SECTION 1805 DAMPPROOFING AND WATERPROOFING
140	FIGURE 1805.2.2 MATERIALS FOR WATERPROOFING AND DAMPROOFING INSTALLATIONS
142	FIGURE 1805.3.2 MATERIALS FOR WATERPROOFING INSTALLATIONS
143	FIGURE 1805.3.3(1) DETAIL—MEMBRANE PLACEMENT THROUGH A KEY JOINT
144	FIGURE 1805.3.3(2) PIPE DETAIL—PROPER PLACEMENT OF WATERPROOFING ELEMENTS
145	FIGURE 1805.4.2 FOUNDATION DRAINAGE SYSTEM
146	SECTION 1806 PRESUMPTIVE LOAD-BEARING VALUES OF SOILS
147	TABLE 1806.2 PRESUMPTIVE LOAD-BEARING VALUES
148	SECTION 1807 FOUNDATION WALLS, RETAINING WALLS AND EMBEDDED POSTS AND POLES FIGURE 1807.1.2 UNBALANCED BACKFILL HEIGHT
149	FIGURE 1807.1.4 WOOD FOUNDATION
151	TABLE 1807.1.6.2 CONCRETE FOUNDATION WALLS
153	FIGURE 1807.1.6.3 TIE AT TOP COURSE BED JOINT TABLE 1807.1.6.3(1) PLAIN MASONRY FOUNDATION WALLS
154	TABLE 1807.1.6.3(2) 8-INCH MASONRY FOUNDATION WALLS WITH REINFORCEMENT WHERE d ≥ 5 INCHES
155	TABLE 1807.1.6.3(3) 10-INCH MASONRY FOUNDATION WALLS WITH REINFORCEMENT WHERE d ≥ 6.75 INCHES
156	TABLE 1807.1.6.3(4) 12-INCH MASONRY FOUNDATION WALLS WITH REINFORCEMENT WHERE d ≥ 8.75 INCHES
157	EQUATION 18-1 EQUATION 18-2
158	EQUATION 18-2 SECTION 1808 FOUNDATIONS
162	FIGURE 1808.7.1 FOUNDATION CLEARANCES FROM SLOPES FIGURE 1808.7.1(1) BUILDINGS ADJACENT TO ASCENDING SLOPE EXCEEDING 1 TO 1
163	FIGURE 1808.7.2 BUILDINGS ADJACENT TO DESCENDING SLOPE EXCEEDING 1 TO 1 FIGURE 1808.7.4 FOOTING ELEVATION ON GRADED SITES
164	TABLE 1808.8.1 MINIMUM SPECIFIED COMPRESSIVE STRENGTH f ”²C OF CONCRETE OR GROUT
165	TABLE 1808.8.2 MINIMUM CONCRETE COVER
166	SECTION 1809 SHALLOW FOUNDATIONS
167	FIGURE 1809.6 ISOLATED FOOTINGS
168	TABLE 1809.7 PRESCRIPTIVE FOOTINGS SUPPORTING WALLS OF LIGHT-FRAME CONSTRUCTION FIGURE 1809.8 PUNCHING SHEAR (EXAGGERATED ILLUSTRATION)
169	FIGURE 1809.9.2 BRICK FOOTING OFFSET
171	FIGURE 1809.10 FOUNDATION WALL CLAY MASONRY CURTAIN WALL WITH CONCRETE MASONRY PIERS
172	SECTION 1810 DEEP FOUNDATIONS
176	FIGURE 1810.3.1.2 COMPOSITE ELEMENTS
177	FIGURE 1810.3.1.6 STEEL CASINGS
178	FIGURE 1810.3.2.4 TIMBER PILES
180	TABLE 1810.3.2.6 ALLOWABLE STRESSES FOR MATERIALS USED IN DEEP FOUNDATION ELEMENTS
184	EQUATION 18-4
187	FIGURE 1810.3.5.3.1 STEEL H-PILE SECTIONS
190	FIGURE 1810.3.8 PRECAST NONPRESTRESSED AND PRESTRESSED CONCRETE PILES
191	EQUATION 18-5
192	EQUATION 18-6 EQUATION 18-7 EQUATION 18-8 EQUATION 18-9 EQUATION 18-10
193	EQUATION 18-11
196	FIGURE 1810.3.9.5 BELLED DRILLED SHAFT FIGURE 1810.3.9.6 SOCKETED DRILLED SHAFTS
200	FIGURE 1810.4.1.5 TYPICAL EFFECTS OF OVERDRIVING TIMBER PILES
203	FIGURE 1810.4.7 ENLARGED BASE PILES—UNCASED OR CASED SHAFTS
205	BIBLIOGRAPHY
208	CHAPTER 19: CONCRETE SECTION 1901 GENERAL
209	SECTION 1902 DEFINITIONS SECTION 1903 SPECIFICATIONS FOR TESTS AND MATERIALS
215	SECTION 1904 DURABILITY REQUIREMENTS
217	TABLE 1904.2 MINIMUM SPECIFIED COMPRESSIVE STRENGTH SECTION 1905 MODIFICATIONS TO ACI 318
218	FIGURE 1904.2 WEATHERING PROBABILITY MAP FOR CONCRETE
219	FIGURE 1905.1.1 PLAN OF WALL WITH OPENINGS
224	SECTION 1906 STRUCTURAL PLAIN CONCRETE SECTION 1907 MINIMUM SLAB PROVISIONS
225	SECTION 1908 ANCHORAGE TO CONCRETE—ALLOWABLE STRESS DESIGN EQUATION 19-1
226	TABLE 1908.2 ALLOWABLE SERVICE LOAD ON EMBEDDED BOLTS (pounds)
227	SECTION 1909 ANCHORAGE TO CONCRETE—STRENGTH DESIGN SECTION 1910 SHOTCRETE
231	SECTION 1911 REINFORCED GYPSUM CONCRETE SECTION 1912 CONCRETE-FILLED PIPE COLUMNS
232	BIBLIOGRAPHY
238	CHAPTER 20: ALUMINUM SECTION 2001 GENERAL SECTION 2002 MATERIALS BIBLIOGRAPHY
240	CHAPTER 21: MASONRY
241	SECTION 2101 GENERAL
243	SECTION 2102 DEFINITIONS AND NOTATIONS
244	SECTION 2103 MASONRY CONSTRUCTION MATERIALS
249	TABLE 2103.11 CERAMIC TILE MORTAR COMPOSITIONS
251	SECTION 2104 CONSTRUCTION
252	FIGURE 2104.2 CORBELED MASONRY
253	FIGURE 2104.2.1 MOLDED CORNICE SECTION 2105 QUALITY ASSURANCE
254	TABLE 2105.2.2.1.1 COMPRESSIVE STRENGTH OF CLAY MASONRY
255	TABLE 2105.2.2.1.2 COMPRESSIVE STRENGTH OF CONCRETE MASONRY
256	SECTION 2106 SEISMIC DESIGN SECTION 2107 ALLOWABLE STRESS DESIGN
257	EQUATION 21-1 SECTION 2108 STRENGTH DESIGN OF MASONRY
258	SECTION 2109 EMPIRICAL DESIGN OF MASONRY
259	TABLE 2109.2.1 ALLOWABLE STRESS GROSS CROSS-SECTIONAL AREA FOR DRY-STACKED, SURFACE-BONDED CONCRETE MASONRY WALLS
260	EQUATION 21-2
261	TABLE 2109.3.3.1 ALLOWABLE SHEAR ON BOLTS IN ADOBE MASONRY
262	SECTION 2110 GLASS UNIT MASONRY
263	SECTION 2111 MASONRY FIREPLACES FIGURE 2111.1 SECTION THROUGH FIREPLACE
265	FIGURE 2111.6 RUMFORD FIREPLACE
267	FIGURE 2111.10 HEARTH EXTENSION
268	FIGURE 2111.11 ILLUSTRATION OF EXCEPTION TO FIREPLACE CLEARANCE PROVISION FIGURE 2111.11(1) COMBUSTIBLE MATERIALS PROJECTION ABOVE FIREPLACE OPENING
269	FIGURE 2111.13.1 FACTORY-BUILT FIREPLACE EXTERIOR COMBUSTION AIR DUCT SECTION 2112 MASONRY HEATERS
270	SECTION 2113 MASONRY CHIMNEYS
272	FIGURE 2113.5 CORBELING LIMITATIONS
273	FIGURE 2113.6 MASONRY CHIMNEY CHANGE IN SHAPE (OFFSET)
274	FIGURE 2113.9 MINIMUM TERMINATION OF CHIMNEYS FIGURE 2113.9.1 MASONRY CHIMNEY CAP AND RAIN CAP
277	FIGURE 2113.11.2.3 MASONRY CHIMNEY FOR MEDIUM-HEAT APPLIANCE
279	FIGURE 2113.14 LOW-HEAT CHIMNEY WITH MORE THAN TWO FLUES
280	FIGURE 2113.16 FLUE SIZES FOR MASONRY CHIMNEYS TABLE 2113.16(1) NET CROSS-SECTIONAL AREA OF ROUND FLUE SIZES
281	TABLE 2113.16(2) NET CROSS-SECTIONAL AREA OF SQUARE AND RECTANGULAR FLUE SIZES
282	FIGURE 2113.19 ILLUSTRATION OF EXCEPTION THREE CHIMNEY CLEARANCE PROVISION BIBLIOGRAPHY
283	FIGURE 2113.20(1) FIREBLOCKING FIGURE 2113.20(2) FIREBLOCKING (SECTION)
286	CHAPTER 22: STEEL SECTION 2201 GENERAL SECTION 2202 DEFINITIONS
287	SECTION 2203 IDENTIFICATION AND PROTECTION OF STEEL FOR STRUCTURAL PURPOSES SECTION 2204 CONNECTIONS
288	SECTION 2205 STRUCTURAL STEEL
289	SECTION 2206 COMPOSITE STRUCTURAL STEEL AND CONCRETE STRUCTURES SECTION 2207 STEEL JOISTS
290	SECTION 2208 STEEL CABLE STRUCTURES
291	SECTION 2209 STEEL STORAGE RACKS SECTION 2210 COLD-FORMED STEEL
292	SECTION 2211 COLD-FORMED STEEL LIGHT-FRAME CONSTRUCTION FIGURE 2211.2 HEADER TYPES
293	BIBLIOGRAPHY
296	CHAPTER 23: WOOD
297	SECTION 2301 GENERAL SECTION 2302 DEFINITIONS
298	SECTION 2303 MINIMUM STANDARDS AND QUALITY
299	FIGURE 2303.1.1 TYPICAL LABELS (Grade Marks) American Lumber Standards Committee, U.S.D.C.
308	SECTION 2304 GENERAL CONSTRUCTION REQUIREMENTS
311	TABLE 2304.6 MINIMUM THICKNESS OF WALL SHEATHING
312	TABLE 2304.6.1 MAXIMUM NOMINAL DESIGN WIND SPEED, Vasd PERMITTED FOR WOOD STRUCTURAL PANEL WALL SHEATHING USED TO RESIST WIND PRESSURES
313	TABLE 2304.7(1) ALLOWABLE SPANS FOR LUMBER FLOOR AND ROOF SHEATHING TABLE 2304.7(2) SHEATHING LUMBER, MINIMUM GRADE REQUIREMENTS: BOARD GRADE
314	TABLE 2304.7(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 SUPPORTS
315	TABLE 2304.7(4) ALLOWABLE SPAN FOR WOOD STRUCTURAL PANEL COMBINATION SUBFLOOR-UNDERLAYMENT (SINGLE FLOOR)a, b (Panels Continuous Over Two or More Spans and Strength Axis Perpendicular to Supports) TABLE 2304.7(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, b
316	FIGURE 2304.8.2.1 SIMPLE SPAN PATTERN FIGURE 2304.8.2.2 TWO-SPAN CONTINUOUS PATTERN
317	FIGURE 2304.8.2.3 COMBINATION SIMPLE AND TWO-SPAN CONTINUOUS PATTERN FIGURE 2304.8.2.4 CANTILEVERED PIECES INTERMIXED PATTERN
318	FIGURE 2304.8.4.1 TWO-INCH TONGUE-AND-GROOVE DECKING
319	FIGURE 2304.8.4.3 CONTROLLED RANDOM PATTERN TWO-INCH TONGUE-AND-GROOVE DECKING FIGURE 2304.8.5.1 THREE- AND FOUR-INCH TONGUE-AND-GROOVE DECKING
320	FIGURE 2304.9.2 SHEATHING FASTENERS
321	TABLE 2304.9.1 FASTENING SCHEDULE
322	TABLE 2304.9.1—continued FASTENING SCHEDULE
323	TABLE 2304.9.1—continued FASTENING SCHEDULE
324	FIGURE 2304.9.1 STANDARD NAILS AND STAPLES
328	FIGURE 2304.11.2.1 WOOD-FRAMING CLEARANCES
329	FIGURE 2304.11.2.5 GIRDER END CLEARANCE
330	FIGURE 2304.11.2.6(1) SIDING CLEARANCES FIGURE 2304.11.2.6(2) SIDING CLEARANCE AT CONCRETE PATIO
331	FIGURE 2304.11.2.7 POST AND COLUMN PROTECTION
332	FIGURE 2304.11.6 TERMITE INFESTATION PROBABILITY MAP
333	SECTION 2305 GENERAL DESIGN REQUIREMENTS FOR LATERAL FORCE-RESISTING SYSTEMS
334	EQUATION 23-1
335	TABLE 2305.2(1) en VALUES (inches) FOR USE IN CALCULATING DIAPHRAGM AND SHEAR WALL DEFLECTION DUE TO FASTENER SLIP EQUATION 23-2
336	SECTION 2306 ALLOWABLE STRESS DESIGN TABLE 2305.2(2) VALUES OF Gt FOR USE IN CALCULATING DEFLECTION OF WOOD STRUCTURAL PANEL SHEAR WALLS AND DIAPHRAGMS
339	FIGURE 2306.1 CERTIFICATE OF CONFORMANCE
340	TABLE 2306.1.4 ALLOWABLE LOADS FOR LUMBER DECKING
342	FIGURE 2306.2(1) HOW WOOD SPLITS AND HOW STAGGERING MINIMIZES SPLITTING FIGURE 2306.2(2) STAGGERED NAILING
343	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 LOADING
344	TABLE 2306.2(1)—continued 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
345	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 OF DOUGLAS FIR-LARCH OR SOUTHERN PINEa FOR WIND OR SEISMIC LOADING
346	TABLE 2306.2(2)—continued ALLOWABLE SHEAR VALUES (POUNDS PER FOOT) FOR WOOD STRUCTURAL PANEL BLOCKED DIAPHRAGMS UTILIZING MULTIPLE ROWS OF STAPLES (HIGH-LOAD DIAPHRAGMS) WITH FRAMING OF DOUGLAS FIR-LARCH OR SOUTHERN PINE FOR WIND OR SEISMIC LOADING
347	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 LOADING
348	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 ONLY SECTION 2307 LOAD AND RESISTANCE FACTOR DESIGN SECTION 2308 CONVENTIONAL LIGHT-FRAME CONSTRUCTION
349	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
356	FIGURE 2308.8.2 CUTTING, NOTCHING AND BORING JOISTS
357	FIGURE 2308.8.3 FRAMING AROUND OPENING FIGURE 2308.8.4 JOISTS SUPPORTING PARTITIONS AND HEAVY LOADS
358	TABLE 2308.8(1) FLOOR JOIST SPANS FOR COMMON LUMBER SPECIES
359	TABLE 2308.8(1)—continued FLOOR JOIST SPANS FOR COMMON LUMBER SPECIES
360	TABLE 2308.8(2) FLOOR JOIST SPANS FOR COMMON LUMBER SPECIES
361	TABLE 2308.8(2)—continued FLOOR JOIST SPANS FOR COMMON LUMBER SPECIES
362	TABLE 2308.9.1 SIZE, HEIGHT AND SPACING OF WOOD STUDS
365	FIGURE 2308.9.3 BASIC COMPONENTS OF THE LATERAL BRACING SYSTEM
366	TABLE 2308.9.3(1) BRACED WALL PANELS TABLE 2308.9.3(2) EXPOSED PLYWOOD PANEL SIDING TABLE 2308.9.3(3) WOOD STRUCTURAL PANEL WALL SHEATHING
367	TABLE 2308.9.3(4) ALLOWABLE SPANS FOR PARTICLE BOARD WALL SHEATHING TABLE 2308.9.3(5) HARDBOARD SIDING
368	FIGURE 2308.9.3.1 ALTERNATIVE BRACED WALL PANELS—ONE-STORY
370	FIGURE 2308.9.3.2 ALTERNATE BRACED WALL PANEL ADJACENT TO A DOOR OR WINDOW OPENING
371	FIGURE 2308.9.5 HEADER SUPPORT CONDITIONS FOR EXTERIOR LOAD-BEARING WALLS
372	TABLE 2308.9.5 HEADER AND GIRDER 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)
373	TABLE 2308.9.5—continued HEADER AND GIRDER 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)
374	FIGURE 2308.9.5.2(1) STUDS AND HEADERS AROUND WALL OPENINGS FIGURE 2308.9.5.2(2) STUDS AND HEADERS AROUND WALL OPENINGS—BAY WINDOWS (Source: AF&PA Wood Frame Construction Manual for One- and Two-Family Dwellings, SBC High Wind Edition, 1995.
375	TABLE 2308.9.6 HEADER AND GIRDER SPANSa FOR INTERIOR BEARING WALLS FIGURE 2308.9.6 HEADER SUPPORT CONDITIONS FOR INTERIOR LOAD-BEARING WALLS
376	FIGURE 2308.9.10 CUTTING, NOTCHING AND BORED HOLES IN STUDS
378	TABLE 2308.10.1 REQUIRED RATING OF APPROVED UPLIFT CONNECTORS
379	FIGURE 2308.10.4 RAFTER END CUT AT RIDGE FIGURE 2308.10.4.1 RAFTER TIES
380	TABLE 2308.10.2(1) CEILING JOIST SPANS FOR COMMON LUMBER SPECIES (Uninhabitable Attics Without Storage, Live Load = 10 pounds psf, L/Î” = 240)
381	TABLE 2308.10.2(1)—continued CEILING JOIST SPANS FOR COMMON LUMBER SPECIES (Uninhabitable Attics Without Storage, Live Load = 10 pounds psf, L/Î” = 240)
382	TABLE 2308.10.2(2) CEILING JOIST SPANS FOR COMMON LUMBER SPECIES (Uninhabitable Attics With Limited Storage, Live Load = 20 pounds per square foot, L/Î” = 240)
383	TABLE 2308.10.2(2)—continued CEILING JOIST SPANS FOR COMMON LUMBER SPECIES (Uninhabitable Attics With Limited Storage, Live Load = 20 pounds per square foot, L/Î” = 240)
384	TABLE 2308.10.3 (1)RAFTER SPANS FOR COMMON LUMBER SPECIES (Roof Live Load = 20 pounds per square foot, Ceiling Not Attached to Rafters, L/Î” = 180)
385	TABLE 2308.10.3(1)—continued RAFTER SPANS FOR COMMON LUMBER SPECIES (Roof Live Load = 20 pounds per square foot, Ceiling Not Attached to Rafters, L/Î” = 180)
386	TABLE 2308.10.3(2) RAFTER SPANS FOR COMMON LUMBER SPECIES (Roof Live Load = 20 pounds per square foot, Ceiling Attached to Rafters, L/Î” = 240)
387	TABLE 2308.10.3(2)—continued RAFTER SPANS FOR COMMON LUMBER SPECIES (Roof Live Load = 20 pounds per square foot, Ceiling Attached to Rafters, L/Î” = 240)
388	TABLE 2308.10.3(3) RAFTER SPANS FOR COMMON LUMBER SPECIES (Ground Snow Load = 30 pounds per square foot, Ceiling Not Attached to Rafters, L/Î” = 180)
389	TABLE 2308.10.3(3)— continued RAFTER SPANS FOR COMMON LUMBER SPECIES (Ground Snow Load = 30 pounds per square foot, Ceiling Not Attached to Rafters, L/Î” = 180)
390	TABLE 2308.10.3(4) RAFTER SPANS FOR COMMON LUMBER SPECIES (Ground Snow Load = 50 pounds per square foot, Ceiling Not Attached to Rafters, L/Î” = 180)
391	TABLE 2308.10.3(4)—continuedRAFTER SPANS FOR COMMON LUMBER SPECIES (Ground Snow Load = 50 pounds per square foot, Ceiling Not Attached to Rafters, L/Î” = 180)
392	TABLE 2308.10.3(5) RAFTER SPANS FOR COMMON LUMBER SPECIES (Ground Snow Load = 30 pounds per square foot, Ceiling Attached to Rafters, L/Î” = 240)
393	TABLE 2308.10.3(5)—continued RAFTER SPANS FOR COMMON LUMBER SPECIES (Ground Snow Load = 30 pounds per square foot, Ceiling Attached to Rafters, L/Î” = 240)
394	TABLE 2308.10.3(6) RAFTER SPANS FOR COMMON LUMBER SPECIES (Ground Snow Load = 50 pounds per square foot, Ceiling Attached to Rafters, L/Î” = 240)
395	TABLE 2308.10.3(6)—continued RAFTER SPANS FOR COMMON LUMBER SPECIES (Ground Snow Load = 50 pounds per square foot, Ceiling Attached to Rafters, L/Î” = 240)
396	FIGURE 2308.10.5 BRACED RAFTER CONSTRUCTION
397	TABLE 2308.10.4.1 RAFTER TIE CONNECTIONS
399	TABLE 2308.10.9 ALLOWABLE SPANS FOR 2-INCH TONGUE-AND-GROOVE DECKING
400	TABLE 2308.10.9—continued ALLOWABLE SPANS FOR 2-INCH TONGUE-AND-GROOVE DECKING
402	FIGURE 2308.11.3.2 STEPPED FOOTING CONNECTION DETAILS FIGURE 2308.11.3.3 OPENINGS IN HORIZONTAL DIAPHRAGMS
404	TABLE 2308.12.4 WALL BRACING IN SEISMIC DESIGN CATEGORIES D AND E (Minimum Percentage of Wall Bracing per each Braced Wall Linea)
407	FIGURE 2308.12.6(1) BRACED WALL PANELS OUT OF PLANE FIGURE 2308.12.6(2) BRACED WALL PANELS SUPPORTED BY CANTILEVER OR SET BACK FIGURE 2308.12.6(3) FLOOR OR ROOF NOT SUPPORTED ON ALL EDGES
408	FIGURE 2308.12.6(4) ROOF OR FLOOR EXTENSION BEYOND BRACED WALL LINE FIGURE 2308.12.6(5) BRACED WALL PANEL EXTENSION OVER OPENING FIGURE 2308.12.6(6) PORTIONS OF FLOOR LEVEL OFFSET VERTICALLY
409	FIGURE 2308.12.6(7) BRACED WALL LINES NOT PERPENDICULAR FIGURE 2308.12.6(8) OPENING LIMITATIONS FOR FLOOR AND ROOF DIAPHRAGMS BIBLIOGRAPHY
414	CHAPTER 24: GLASS AND GLAZING
415	SECTION 2401 GENERAL
416	SECTION 2402 DEFINITIONS SECTION 2403 GENERAL REQUIREMENTS FOR GLASS FIGURE 2403.1 EXAMPLE IDENTIFYING MARK
418	SECTION 2404 WIND, SNOW, SEISMIC AND DEAD LOADS ON GLASS EQUATION 24-1 EQUATION 24-2 EQUATION 24-3
419	EQUATION 24-4 EQUATION 24-5 EQUATION 24-6 EQUATION 24-7
420	EQUATION 24-8 EQUATION 24-9 EQUATION 24-10 EQUATION 24-11
421	EQUATION 24-12 SECTION 2405 SLOPED GLAZING AND SKYLIGHTS
423	FIGURE 2405.3(1) FULLY TEMPERED GLAZING—30° MAXIMUM SLOPE
424	FIGURE 2405.3(2) INACCESSIBLE AREA UNDER SLOPED GLAZING
425	EQUATION 24-13 EQUATION 24-14 EQUATION 24-15 SECTION 2406 SAFETY GLAZING
427	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
428	FIGURE 2406.4.1 EXAMPLES OF DOORS REQUIRING SAFETY GLAZING
429	FIGURE 2406.4.2(1) SAFETY GLAZING IN CLOSE PROXIMITY TO DOORS
430	FIGURE 2406.4.2(2) SAFETY GLAZING AT FULL-HEIGHT INTERVENING WALL
431	FIGURE 2406.4.2(3) SAFETY GLAZING AT INTERMEDIATE-HEIGHT INTERVENING WALL
432	FIGURE 2406.4.3(1) FIXED OR OPERABLE GLAZED OPENING
433	FIGURE 2406.4.3(2) HORIZONTAL RAIL AT GLAZED OPENINGS
434	FIGURE 2406.4.3(3) ELEVATED GLAZED OPENINGS
435	FIGURE 2406.4.5(1) SAFETY GLAZING AT WET SURFACES
436	FIGURE 2406.4.5(2) GLAZING IN POOL ENCLOSURE SECTION 2407 GLASS IN HANDRAILS AND GUARDS
437	FIGURE 2407.1 GLASS GUARDS
438	SECTION 2408 GLAZING IN ATHLETIC FACILITIES
439	SECTION 2409 GLASS IN ELEVATOR HOISTWAYS AND ELEVATOR CARS BIBLIOGRAPHY
442	CHAPTER 25: GYPSUM BOARD AND PLASTER SECTION 2501 GENERAL
443	SECTION 2502 DEFINITIONS SECTION 2503 INSPECTION
444	SECTION 2504 VERTICAL AND HORIZONTAL ASSEMBLIES FIGURE 2504.1.2(1) STUDLESS PLASTER PARTITION WITH GYPSUM BOARD LATH
445	FIGURE 2504.1.2(2) STUDLESS PLASTER PARTITION WITH RIBBED METAL LATH SECTION 2505 SHEAR WALL CONSTRUCTION
446	SECTION 2506 GYPSUM BOARD MATERIALS TABLE 2506.2 GYPSUM BOARD MATERIALS AND ACCESSORIES
447	SECTION 2507 LATHING AND PLASTERING TABLE 2507.2 LATH, PLASTERING MATERIALS AND ACCESSORIES
448	SECTION 2508 GYPSUM CONSTRUCTION TABLE 2508.1 INSTALLATION OF GYPSUM CONSTRUCTION
450	TABLE 2508.5 SHEAR CAPACITY FOR HORIZONTAL WOOD FRAMED GYPSUM BOARD DIAPHRAGM CEILING ASSEMBLIES
451	FIGURE 2508.5(1) HORIZONTAL GYPSUM BOARD CEILING DIAPHRAGM CONSTRUCTION FIGURE 2508.5(2) PARTITION SUPPORTED LATERALLY BY GYPSUM BOARD CEILING DIAPHRAGM
452	FIGURE 2508.5.3 PERIMETER BLOCKING SECTION 2509 GYPSUM BOARD IN SHOWERS AND WATER CLOSETS
453	SECTION 2510 LATHING AND FURRING FOR CEMENT PLASTER (STUCCO)
454	FIGURE 2510.5 THREE-COAT PLASTER ON UNSHEATHED EXTERIOR STUD WALL
456	SECTION 2511 INTERIOR PLASTER
457	TABLE 2511.1.1 INSTALLATION OF PLASTER CONSTRUCTION FIGURE 2511.1(1) THREE-COAT PLASTER ON INTERIOR STUD WALL
458	FIGURE 2511.1(2) TWO-COAT PLASTER ON INTERIOR STUD WALL
459	SECTION 2512 EXTERIOR PLASTER
460	FIGURE 2512.1 THREE-COAT PLASTER ON EXTERIOR STUD WALL FIGURE 2512.1.2 WEEP SCREED FOR EXTERIOR PLASTER ON STUD WALL AT SLAB ON GRADE
462	TABLE 2512.6 CEMENT PLASTERS
463	SECTION 2513 EXPOSED AGGREGATE PLASTER
464	BIBLIOGRAPHY
466	CHAPTER 26: PLASTIC
467	SECTION 2601 GENERAL SECTION 2602 DEFINITIONS SECTION 2603 FOAM PLASTIC INSULATION
468	FIGURE 2603.1 FOAM PLASTIC COMPLIANCE
472	FIGURE 2603.4.1.6 FOAM PLASTIC, ATTIC AND CRAWL SPACES
474	FIGURE 2603.4.1.13 FOAM PLASTIC SPRAY APPLIED TO SILL PLATE AND HEADER
477	FIGURE 2603.9 TERMITE INFESTATION PROBABILITY MAP
478	SECTION 2604 INTERIOR FINISH AND TRIM SECTION 2605 PLASTIC VENEER
479	SECTION 2606 LIGHT-TRANSMITTING PLASTICS
481	SECTION 2607 LIGHT-TRANSMITTING PLASTIC WALL PANELS
482	TABLE 2607.4 AREA LIMITATION AND SEPARATION REQUIREMENTS FOR LIGHT-TRANSMITTING PLASTIC WALL PANEL
483	FIGURE 2607.4 FLAME BARRIER SECTION 2608 LIGHT-TRANSMITTING PLASTIC GLAZING
484	SECTION 2609 LIGHT-TRANSMITTING PLASTIC ROOF PANELS
485	FIGURE 2609.2 PLASTIC ROOF PANEL SEPARATION FROM OTHER PANELS
486	FIGURE 2609.3 PLASTIC ROOF PANEL SEPARATION FROM EXTERIOR WALL TABLE 2609.4 AREA LIMITATIONS FOR LIGHT-TRANSMITTING PLASTIC ROOF PANELS
487	SECTION 2610 LIGHT-TRANSMITTINGPLASTIC SKYLIGHT GLAZING
488	SECTION 2611 LIGHT-TRANSMITTING PLASTIC INTERIOR SIGNS
489	FIGURE 2611.3(1) MAXIMUM AREA OF LIGHT-TRANSMITTING PLASTIC SIGNS—EXAMPLE 1 SECTION 2612 FIBER-REINFORCED POLYMER
490	FIGURE 2611.3(2) MAXIMUM AREA OF LIGHT-TRANSMITTING PLASTIC SIGNS—EXAMPLE 2
492	SECTION 2613 REFLECTIVE PLASTIC CORE INSULATION BIBLIOGRAPHY
494	CHAPTER 27: ELECTRICAL SECTION 2701 GENERAL SECTION 2702 EMERGENCY AND STANDBY POWER SYSTEMS
496	BIBLIOGRAPHY
498	CHAPTER 28: MECHANICAL SYSTEMS SECTION 2801 GENERAL
499	FIGURE 2801.1 EXAMPLE LABELS BIBLIOGRAPHY
500	CHAPTER 29: PLUMBING SYSTEMS SECTION 2901 GENERAL SECTION 2902 MINIMUM PLUMBING FACILITIES
502	TABLE 2902.1 MINIMUM NUMBER OF REQUIRED PLUMBING FIXTURES
503	TABLE 2902.1—(continued) MINIMUM NUMBER OF REQUIRED PLUMBING FIXTURES
504	TABLE 2902.1—continued MINIMUM NUMBER OF REQUIRED PLUMBING FIXTURES
507	TABLE 2902.1.1(1) SOLUTION SUMMARY FOR SAMPLE PROBLEM 1
508	TABLE 2902.1.1(2) SOLUTION SUMMARY FOR SAMPLE PROBLEM 2
510	TABLE 2902.1.1(3) SOLUTION SUMMARY FOR SAMPLE PROBLEM 3
512	TABLE 2902.1.1(4) SOLUTION SUMMARY FOR SAMPLE PROBLEM 4
513	FIGURE 2902.3(1) RESTAURANT ENTRY SIGN
514	FIGURE 2902.3(2) CUSTOMER TOILET ACCESS
515	FIGURE 2902.3.1 WALK-UP ICE CREAM SHOP WITH OUTDOOR SEATING
517	BIBLIOGRAPHY CHAPTER 30: ELEVATORS AND CONVEYING SYSTEMS
518	SECTION 3001 GENERAL
519	SECTION 3002 HOISTWAY ENCLOSURES
521	FIGURE 3002.3 ELEVATOR CORRIDOR CALL STATION PICTOGRAPH
522	FIGURE 3002.4(a) EXAMPLES–ELEVATOR CAR SIZING—3,500 lb PASSENGER ELEVATOR
523	FIGURE 3002.4(b) EXAMPLES–ELEVATOR CAR SIZING—4,000 lb PASSENGER ELEVATOR FIGURE 3002.6 ADDITIONAL DOOR IN FRONT OF HOISTWAY
524	SECTION 3003 EMERGENCY OPERATIONS
525	SECTION 3004 HOISTWAY VENTING
526	FIGURE 3004.1 STACK EFFECT
527	FIGURE 3004.3 SIZING OF VENT AREA SECTION 3005 CONVEYING SYSTEMS
528	FIGURE 3005.2.1 DRAFT AND SPRINKLER WATER CURTAIN
529	SECTION 3006 MACHINE ROOMS
530	FIGURE 3006.4 EXCEPTIONS MACHINE ROOM FIRE RESISTANCE
531	SECTION 3007 FIRE SERVICE ACCESS ELEVATOR
532	TABLE 3007.4 LOBBY COMPARISON TABLE—FIRE SERVICES ACCESS ELEVATORS AND OCCUPANT EVACUATION ELEVATORS
534	FIGURE 3007.7.5 FIRE SERVICE ACCESS ELEVATOR SYMBOL
535	SECTION 3008 OCCUPANT EVACUATION ELEVATORS
541	BIBLIOGRAPHY
542	CHAPTER 31: SPECIAL CONSTRUCTION SECTION 3101 GENERAL SECTION 3102 MEMBRANE STRUCTURES
545	FIGURE 3102.6.1 NONCOMBUSTIBLE AND FLAME-RESISTANT MEMBRANE CONSTRUCTION
547	SECTION 3103 TEMPORARY STRUCTURES
548	SECTION 3104 PEDESTRIAN WALKWAYS AND TUNNELS FIGURE 3104 EXAMPLE—PEDESTRIAN WALKWAY
549	FIGURE 3104.5 PEDESTRIAN WALKWAY—BUILDING INTERFACE
551	FIGURE 3104.10 TUNNELED WALKWAY SECTION 3105 AWNINGS AND CANOPIES
552	FIGURE 3105(1) EXAMPLE—CANOPY FIGURE 3105(2) EXAMPLE OF CANOPY STRUCTURE FIGURE 3105(3) EXAMPLE—AWNING
553	SECTION 3106 MARQUEES FIGURE 3106(1) EXAMPLE—MARQUEE FIGURE 3106(2) EXAMPLE—MARQUEE
554	FIGURE 3106.2 PERMISSIBLE PROJECTION, HEIGHT AND CLEARANCES FOR MARQUEES
555	SECTION 3107 SIGNS SECTION 3108 TELECOMMUNICATION AND BROADCAST TOWERS
556	SECTION 3109 SWIMMING POOL ENCLOSURES AND SAFETY DEVICES
557	FIGURE 3109.4.1 OPENING LIMITATIONS FIGURE 3109.4.1.1 BARRIER OPENINGS
558	FIGURE 3109.4.1.3 PRIVATE SWIMMING POOL BARRIER CONSTRUCTION FIGURE 3109.4.1.5 CHAIN-LINK FENCE MESH FORPRIVATE SWIMMING POOLS
560	SECTION 3110 AUTOMATIC VEHICULAR GATES
561	SECTION 3111 SOLAR PHOTOVOLTAIC PANELS/MODULES BIBLIOGRAPHY
562	CHAPTER 32: ENCROACHMENTS INTO THE PUBLIC RIGHT-OF-WAY SECTION 3201 GENERAL
563	SECTION 3202 ENCROACHMENTS FIGURE 3202.1.1 ENCROACHMENT BELOW GRADE FIGURE 3202.1.3 AREAWAYS
564	FIGURE 3202.2.1 STEPS
565	FIGURE 3202.2.3 AWNINGS
566	FIGURE 3202.3.1 AWNINGS, CANOPIES, MARQUEES AND SIGNS 8 FEET OR MORE ABOVE GRADE FIGURE 3202.3.2 WINDOWS, BALCONIES, ARCHITECTURAL FEATURES AND MECHANICAL EQUIPMENT
568	CHAPTER 33: SAFEGUARDS DURING CONSTRUCTION SECTION 3301 GENERAL SECTION 3302 CONSTRUCTION SAFEGUARDS
569	SECTION 3303 DEMOLITION
570	SECTION 3304 SITE WORK SECTION 3305 SANITARY SECTION 3306 PROTECTION OF PEDESTRIANS
571	TABLE 3306.1 PROTECTION OF PEDESTRIANS
573	SECTION 3307 PROTECTION OF ADJOINING PROPERTY SECTION 3308 TEMPORARY USE OF STREETS, ALLEYS AND PUBLIC PROPERTY
574	SECTION 3309 FIRE EXTINGUISHERS SECTION 3310 MEANS OF EGRESS SECTION 3311 STANDPIPES
575	SECTION 3312 AUTOMATIC SPRINKLER SYSTEM SECTION 3313 WATER SUPPLY FOR FIRE PROTECTION BIBLIOGRAPHY
576	CHAPTER 34: EXISTING STRUCTURES
577	SECTION 3401 GENERAL
579	SECTION 3402 DEFINITIONS SECTION 3403 ADDITIONS
580	FIGURE 3403.1 EXISTING BUILDING WITH ADDITION
581	SECTION 3404 ALTERATIONS
583	SECTION 3405 REPAIRS
586	SECTION 3406 FIRE ESCAPES
588	SECTION 3407 GLASS REPLACEMENT SECTION 3408 CHANGE OF OCCUPANCY
589	SECTION 3409 HISTORIC BUILDINGS SECTION 3410 MOVED STRUCTURES SECTION 3411 ACCESSIBILITY FOR EXISTING BUILDINGS
595	TABLE 3411.8.5 RAMPS
598	SECTION 3412 COMPLIANCE ALTERNATIVES
602	EQUATION 34-1 EQUATION 34-2
603	EQUATION 34-3
604	EQUATION 34-4 FIGURE 3412.6.2.2(1) ALLOWABLE AREA—SINGLE OCCUPANCY BUILDING
605	FIGURE 3412.6.2.2(2) ALLOWABLE AREA—MIXED OCCUPANCY BUILDING
607	TABLE 3412.6.3 COMPARTMENTATION VALUES
608	TABLE 3412.6.4 SEPARATION VALUES FIGURE 3412.6.4.1(1) DWELLING UNIT SEPARATION
609	FIGURE 3412.6.4.1(2) TENANT SEPARATION
610	TABLE 3412.6.5 CORRIDOR WALL VALUES FIGURE 3412.6.5(1) CORRIDOR WALL VALUES—CATEGORY
611	FIGURE 3412.6.5(2) CORRIDOR WALL VALUES—CATEGORY TABLE 3412.6.6(1) VERTICAL OPENING PROTECTION VALUE
612	TABLE 3412.6.6(2) CONSTRUCTION-TYPE FACTOR EQUATION 34-5
613	TABLE 3412.6.8 AUTOMATIC FIRE DETECTION VALUES
614	TABLE 3412.6.9 FIRE ALARM SYSTEM VALUES
615	TABLE 3412.6.10 SMOKE CONTROL VALUES
617	FIGURE 3412.6.11(1) MEANS OF EGRESS VALUES—CATEGORY
618	TABLE 3412.6.11 MEANS OF EGRESS VALUES FIGURE 3412.6.11(2) MEANS OF EGRESS VALUES—CATEGORY
619	TABLE 3412.6.12 DEAD-END VALUES
620	FIGURE 3412.6.12.1(1) TYPICAL DEAD-END CORRIDOR FIGURE 3412.6.12.1(2) DEAD-END VALUES—CATEGORY FIGURE 3412.6.12.1(3) DEAD-END VALUES—CATEGORY
621	EQUATION 34-6 FIGURE 3412.6.13(1) EXIT ACCESS TRAVEL DISTANCE VALUES—OCCUPANCY GROUP S-1
622	FIGURE 3412.6.13(2) EXIT ACCESS TRAVEL DISTANCE VALUES—OCCUPANCY GROUP B FIGURE 3412.6.13(3) EXIT ACCESS TRAVEL DISTANCE VALUES—OCCUPANCY GROUP R TABLE 3412.6.14 ELEVATOR CONTROL VALUES
623	TABLE 3412.6.15 MEANS OF EGRESS EMERGENCY LIGHTING VALUES
624	TABLE 3412.6.16 MIXED OCCUPANCY VALUES
626	TABLE 3412.6.17 SPRINKLER SYSTEM VALUES
627	TABLE 3412.6.18 STANDPIPE SYSTEM VALUES
629	TABLE 3412.6.19 INCIDENTAL USE AREA VALUES
630	TABLE 3412.7 SUMMARY SHEET—BUILDING CODE
631	TABLE 3412.8 MANDATORY SAFETY SCORES TABLE 3412.9 EVALUATION FORMULAS
632	TABLE 3412.9 EVALUATION FORMULAS BIBLIOGRAPHY
634	CHAPTER 35: REFERENCED STANDARDS
635	FIGURE 35 REFERENCED STANDARDS
636	AA AAMA ACI
637	AF&PA AISC AISI
638	AITC ALI AMCA ANSI
639	APA APSP
640	ASABE ASCE/SEI ASME
641	ASTM
647	AWCI AWPA AWS BHMA
648	CGSB CPA CPSC CSA
649	CSSB DASMA DOC DOJ
650	DOL DOTn EN FEMA FM
651	GA HPVA HUD ICC
652	ISO NAAMM
653	NCMA NFPA
654	PCI PTI
655	RMI SDI SJI SPRI TIA
656	TMS TPI UL
657	ULC
658	USC WDMA WRI
660	APPENDIX EMPLOYEE QUALIFICATIONS SECTION A101 BUILDING OFFICIAL QUALIFICATIONS
661	SECTION A102 REFERENCED STANDARDS
662	APPENDIX B: BOARD OF APPEALS SECTION B101 GENERAL
666	APPENDIX C: GROUP U-AGRICULTURAL BUILDINGS SECTION C101 GENERAL
667	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
668	SECTION C103 MIXED OCCUPANCIES SECTION C104 EXITS
670	APPENDIX D: FIRE DISTRICTS SECTION D101 GENERAL
671	FIGURE D101.2.1 EXAMPLE OF FIRE DISTRICTS
672	FIGURE D101.2.2 BUFFER ZONES SECTION D102 BUILDING RESTRICTIONS
673	FIGURE D101.2.3 ADDING ADJACENT BLOCKS
675	SECTION D103 CHANGES TO BUILDINGS SECTION D104 BUILDINGS LOCATED PARTIALLY IN THE FIRE DISTRICT SECTION D105 EXCEPTIONS TO RESTRICTIONS IN FIRE DISTRICT
676	FIGURE D104 BUILDINGS PARTIALLY WITHIN FIRE DISTRICTS SECTION D106 REFERENCED STANDARDS BIBLIOGRAPHY
678	APPENDIX E: SUPPLEMENTARY ACCESSIBILITY REQUIREMENTS
679	SECTION E101 GENERAL SECTION E102 DEFINITIONS SECTION E103 ACCESSIBLE ROUTE SECTION E104 SPECIAL OCCUPANCIES
680	TABLE E104.3.1 DWELLING OR SLEEPING UNITS WITH ACCESSIBLE COMMUNICATION FEATURES
681	SECTION E105 OTHER FEATURES AND FACILITIES
682	SECTION E106 TELEPHONES
683	TABLE E106.2 WHEELCHAIR-ACCESSIBLE TELEPHONES
684	SECTION E107 SIGNAGE
685	SECTION E108 BUS STOPS
686	SECTION E109 TRANSPORTATION FACILITIES AND STATIONS
688	SECTION E110 AIRPORTS SECTION E111 REFERENCED STANDARDS BIBLIOGRAPHY
690	APPENDIX F: RODENTPROOFING SECTION F101 GENERAL
692	APPENDIX G: FLOOD-RESISTANT CONSTRUCTION SECTION G101 ADMINISTRATION
693	SECTION G102 APPLICABILITY
694	SECTION G103 POWERS AND DUTIES
696	SECTION G104 PERMITS
697	SECTION G105 VARIANCES
700	SECTION G201 DEFINITIONS
701	SECTION G301 SUBDIVISIONS SECTION G401 SITE IMPROVEMENT
702	SECTION G501 MANUFACTURED HOMES
703	SECTION G601 RECREATIONAL VEHICLES SECTION G701 TANKS
704	SECTION G801 OTHER BUILDING WORK
705	SECTION G901 TEMPORARY STRUCTURES AND TEMPORARY STORAGE SECTION G1001 UTILITY AND MISCELLANEOUS GROUP U
706	SECTION G1101 REFERENCED STANDARDS BIBLIOGRAPHY
708	APPENDIX H: SIGNS SECTION H101 GENERAL
709	SECTION H102 DEFINITIONS
710	SECTION H103 LOCATION SECTION H104 IDENTIFICATION SECTION H105 DESIGN AND CONSTRUCTION
711	SECTION H106 ELECTRICAL
712	SECTION H107 COMBUSTIBLE MATERIALS SECTION H108 ANIMATED DEVICES SECTION H109 GROUND SIGNS
713	SECTION H110 ROOF SIGNS
714	SECTION H111 WALL SIGNS SECTION H112 PROJECTING SIGNS
715	FIGURE H112.5 ADDITIONAL SIGN LOADS
716	SECTION H113 MARQUEE SIGNS SECTION H114 PORTABLE SIGNS TABLE 4-A SIZE, THICKNESS AND TYPE OF GLASS PANELS IN SIGNS
717	TABLE 4-B THICKNESS OF PROJECTION SIGN SECTION H115 REFERENCED STANDARDS
718	APPENDIX I: PATIO COVERS SECTION I101 GENERAL SECTION I102 DEFINITIONS SECTION I103 EXTERIOR WALLS AND OPENINGS
719	FIGURE I102.1 PATIO COVERS SECTION I104 HEIGHT SECTION I105 STRUCTURAL PROVISIONS
720	APPENDIX J: GRADING SECTION J101 GENERAL SECTION J102 DEFINITIONS
721	SECTION J103 PERMITS REQUIRED SECTION J104 PERMIT APPLICATION AND SUBMITTALS
722	SECTION J105 INSPECTIONS SECTION J106 EXCAVATIONS
723	SECTION J107 FILLS FIGURE J107.3 BENCHING DETAILS
724	SECTION J108 SETBACKS FIGURE J108.1 DRAINAGE DIMENSIONS
725	SECTION J109 DRAINAGE AND TERRACING SECTION J110 EROSION CONTROL
726	SECTION J111 REFERENCED STANDARDS BIBLIOGRAPHY
728	APPENDIX K: ADMINISTRATIVE PROVISIONS SECTION K101 GENERAL SECTION K102 APPLICABILITY SECTION K103 PERMITS
729	SECTION K104 CONSTRUCTION DOCUMENTS SECTION K105 ALTERNATIVE ENGINEERED DESIGN SECTION K106 REQUIRED INSPECTIONS SECTION K107 PREFABRICATED CONSTRUCTION
730	SECTION K108 TESTING SECTION K109 RECONNECTION SECTION K110 CONDEMNING ELECTRICAL SYSTEMS SECTION K111 ELECTRICAL PROVISIONS
732	APPENDIX L: EARTHQUAKE RECORDING INSTRUMENTATION SECTION L101 GENERAL
734	APPENDIX M: TSUNAMI-GENERATED FLOOD HAZARD
735	SECTION M101 TSUNAMI-GENERATED FLOOD HAZARD
737	SECTION M102 REFERENCED STANDARDS BIBLIOGRAPHY
738	INDEX