{"id":88334,"date":"2024-10-18T06:53:09","date_gmt":"2024-10-18T06:53:09","guid":{"rendered":"https:\/\/pdfstandards.shop\/product\/uncategorized\/icc-ibc-commentary-volume2-2012\/"},"modified":"2024-10-24T20:19:16","modified_gmt":"2024-10-24T20:19:16","slug":"icc-ibc-commentary-volume2-2012","status":"publish","type":"product","link":"https:\/\/pdfstandards.shop\/product\/publishers\/icc\/icc-ibc-commentary-volume2-2012\/","title":{"rendered":"ICC IBC Commentary Volume2 2012"},"content":{"rendered":"

This comprehensive yet concise publication provides a convenient reference for regulations in chapters 16 through 35 of the 2012 International Building Code<\/p>\n

PDF Catalog<\/h4>\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n
PDF Pages<\/th>\nPDF Title<\/th>\n<\/tr>\n
1<\/td>\n2012 IBC CODE AND COMMENTARY VOLUME 2 <\/td>\n<\/tr>\n
2<\/td>\n2012 IBC CODE AND COMMENTARY VOLUME 2 TITLE PAGE <\/td>\n<\/tr>\n
3<\/td>\nCOPYRIGHT <\/td>\n<\/tr>\n
4<\/td>\nPREFACE <\/td>\n<\/tr>\n
8<\/td>\nCHAPTER 16: STRUCTURAL DESIGN
SECTION 1601 GENERAL
SECTION 1602 DEFINITIONS AND NOTATIONS <\/td>\n<\/tr>\n
10<\/td>\nSECTION 1603 CONSTRUCTION DOCUMENTS <\/td>\n<\/tr>\n
12<\/td>\nSECTION 1604 GENERAL DESIGN REQUIREMENTS <\/td>\n<\/tr>\n
13<\/td>\nTABLE 1604.3 DEFLECTION LIMITS <\/td>\n<\/tr>\n
14<\/td>\nTABLE 1604.3.6 CONCRETE ROOF MEMBER DEFLECTION CRITERIA <\/td>\n<\/tr>\n
16<\/td>\nTABLE 1604.5 RISK CATEGORY OF BUILDINGS AND OTHER STRUCTURES <\/td>\n<\/tr>\n
19<\/td>\nEQUATION 16-6
EQUATION 16-7
EQUATION 16-15
EQUATION 16-16
EQUATION 16-22
EQUATION 16-18 <\/td>\n<\/tr>\n
20<\/td>\nSECTION 1605 LOAD COMBINATIONS <\/td>\n<\/tr>\n
21<\/td>\nFIGURE 1605.1(1) EXAMPLES OF DISCONTINUOUS SHEAR WALLS
FIGURE 1605.1(2) COLLECTORS <\/td>\n<\/tr>\n
22<\/td>\nEQUATION 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 <\/td>\n<\/tr>\n
23<\/td>\nEQUATION 16-11
EQUATION 16-12
EQUATION 16-13
EQUATION 16-14
EQUATION 16-15
EQUATION 16-16 <\/td>\n<\/tr>\n
24<\/td>\nEQUATION 16-17
EQUATION 16-18
EQUATOIN 16-19
EQUATION 16-20
EQUATION 16-21
EQUATION 16-22 <\/td>\n<\/tr>\n
25<\/td>\nSECTION 1606 DEAD LOADS
SECTION 1607 LIVE LOADS <\/td>\n<\/tr>\n
26<\/td>\nTABLE 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 <\/td>\n<\/tr>\n
27<\/td>\nTABLE 1607.1 MINIMUM UNIFORMLY DISTRIBUTED LIVE LOADS, Lo, AND MINIMUM CONCENTRATED LIVE LOADS
TABLE 1607.1\u2014continued MINIMUM UNIFORMLY DISTRIBUTED LIVE LOADS, Lo, AND MINIMUM CONCENTRATED LIVE LOADS <\/td>\n<\/tr>\n
28<\/td>\nTABLE 1607.1\u2014continued MINIMUM UNIFORMLY DISTRIBUTED LIVE LOADS, Lo, AND MINIMUM CONCENTRATED LIVE LOADS
TABLE 1607.1\u2014continued MINIMUM UNIFORMLY DISTRIBUTED LIVE LOADS, Lo, AND MINIMUM CONCENTRATED LIVE LOADS <\/td>\n<\/tr>\n
31<\/td>\nFIGURE 1607.8.1 HANDRAIL DESIGN LOAD
FIGURE 1607.8.1.2 COMPONENT DESIGN LOAD <\/td>\n<\/tr>\n
32<\/td>\nFIGURE 1607.8.3 VEHICLE BARRIER REQUIREMENTS <\/td>\n<\/tr>\n
33<\/td>\nEQUATION 16-23
TABLE 1607.10.1 LIVE LOAD ELEMENT FACTOR <\/td>\n<\/tr>\n
34<\/td>\nFIGURE 1607.10.1 LIVE LOAD REDUCTION EXAMPLE <\/td>\n<\/tr>\n
35<\/td>\nEQUATION 16-24
EQUATION 16-25 <\/td>\n<\/tr>\n
36<\/td>\nFIGURE 1607.11 PARTIAL LOADING <\/td>\n<\/tr>\n
37<\/td>\nEQUATION 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 <\/td>\n<\/tr>\n
39<\/td>\nFIGURE 1607.13 TOP-RUNNING BRIDGE CRANE
SECTION 1608 SNOW LOADS <\/td>\n<\/tr>\n
40<\/td>\nFIGURE 1608.1(1) BALANCED AND UNBALANCED LOADS FOR A SAWTOOTH ROOF <\/td>\n<\/tr>\n
41<\/td>\nFIGURE 1608.1(2) DRIFTING SNOW ON LOW ROOFS AND DECKS
FIGURE 1608.1(3) DRIFTING SNOW ONTO ADJACENT LOW STRUCTURE <\/td>\n<\/tr>\n
42<\/td>\nFIGURE 1608.1(4) SNOW DRIFTING AT ROOF PROJECTIONS
TABLE 1608.2 GROUND SNOW LOADS, pg , FOR ALASKAN LOCATIONS <\/td>\n<\/tr>\n
43<\/td>\nFIGURE 1608.2 GROUND SNOW LOADS, pg, FOR THE UNITED STATES <\/td>\n<\/tr>\n
44<\/td>\nFIGURE 1608.2\u2014continued GROUND SNOW LOADS, pg, FOR THE UNITED STATES <\/td>\n<\/tr>\n
45<\/td>\nSECTION 1609 WIND LOADS <\/td>\n<\/tr>\n
46<\/td>\nFIGURE 1609.1(1) WIND PRESSURES CAUSED BY EXTERNAL WIND FLOW
FIGURE 1609.1(2) OPENING IN EXTERIOR WALL OF BUILDING <\/td>\n<\/tr>\n
48<\/td>\nFIGURE 1609A ULTIMATE DESIGN WIND SPEEDS, VULT, FOR RISK CATEGORY II BUILDINGS AND OTHER STRUCTURES <\/td>\n<\/tr>\n
49<\/td>\nFIGURE 1609B ULTIMATE DESIGN WIND SPEEDS, VULT, FOR RISK CATEGORY III AND IV BUILDINGS AND OTHER STRUCTURES <\/td>\n<\/tr>\n
50<\/td>\nFIGURE 1609C ULTIMATE DESIGN WIND SPEEDS, VULT, FOR RISK CATEGORY I BUILDINGS AND OTHER STRUCTURES <\/td>\n<\/tr>\n
51<\/td>\nFIGURE 1609.1.1.1 WIND SPEED-UP EFFECT <\/td>\n<\/tr>\n
52<\/td>\nFIGURE 1609.1.2 EFFECTS OF OPENINGS IN THE BUILDING ENVELOPE <\/td>\n<\/tr>\n
53<\/td>\nTABLE 1609.1.2 WIND-BORNE DEBRIS PROTECTION FASTENING SCHEDULE FOR WOOD STRUCTURAL PANELS <\/td>\n<\/tr>\n
54<\/td>\nEQUATION 16-33
TABLE 1609.3.1 WIND SPEED CONVERSIONS <\/td>\n<\/tr>\n
56<\/td>\nEQUATION 16-34 <\/td>\n<\/tr>\n
58<\/td>\nEQUATION 16-35 <\/td>\n<\/tr>\n
59<\/td>\nTABLE 1609.6.2 NET PRESSURE COEFFICIENTS <\/td>\n<\/tr>\n
60<\/td>\nTABLE 1609.6.2\u2014continued NET PRESSURE COEFFICIENTS <\/td>\n<\/tr>\n
61<\/td>\nTABLE 1609.6.2\u2014continued NET PRESSURE COEFFICIENTS <\/td>\n<\/tr>\n
62<\/td>\nTABLE 1609.6.2\u2014continued NET PRESSURE COEFFICIENTS
SECTION 1610 SOIL LATERAL LOADS
SECTION 1611 RAIN LOADS <\/td>\n<\/tr>\n
63<\/td>\nTABLE 1610.1 LATERAL SOIL LOAD
EQUATION 16-36 <\/td>\n<\/tr>\n
64<\/td>\nFIGURE 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) <\/td>\n<\/tr>\n
65<\/td>\nFIGURE 1611.1(3) SEPARATE PRIMARY AND SECONDARY ROOF DRAINS <\/td>\n<\/tr>\n
66<\/td>\nFIGURE 1611.1(4) EQUATION 16-35 COEFFICIENT
FIGURE 1611.1(5) RAIN LOAD EXAMPLE <\/td>\n<\/tr>\n
67<\/td>\nFIGURE 1611.1 100-YEAR, 1-HOUR RAINFALL (INCHES) WESTERN UNITED STATES <\/td>\n<\/tr>\n
68<\/td>\nFIGURE 1611.1\u2014continued 100-YEAR, 1-HOUR RAINFALL (INCHES) CENTRAL UNITED STATES <\/td>\n<\/tr>\n
69<\/td>\nFIGURE 1611.1\u2014continued 100-YEAR, 1-HOUR RAINFALL (INCHES) EASTERN UNITED STATES <\/td>\n<\/tr>\n
70<\/td>\nFIGURE 1611.1\u2014continued 100-YEAR, 1-HOUR RAINFALL (INCHES) ALASKA <\/td>\n<\/tr>\n
71<\/td>\nFIGURE 1611.1\u2014continued 100-YEAR, 1-HOUR RAINFALL (INCHES) HAWAII <\/td>\n<\/tr>\n
72<\/td>\nSECTION 1612 FLOOD LOADS <\/td>\n<\/tr>\n
76<\/td>\nSECTION 1613 EARTHQUAKE LOADS <\/td>\n<\/tr>\n
78<\/td>\nEQUATION 16-37
EQUATION 16-38 <\/td>\n<\/tr>\n
79<\/td>\nEQUATION 16-39
EQUATION 16-40
TABLE 1613.3.3 (1) VALUES OF SITE COEFFICIENT
TABLE 1613.3.3(2) VALUES OF SITE COEFFICIENT <\/td>\n<\/tr>\n
80<\/td>\nTABLE 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 <\/td>\n<\/tr>\n
81<\/td>\nFIGURE 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 <\/td>\n<\/tr>\n
82<\/td>\nFIGURE 1613.3.1(1)\u2014continued 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 <\/td>\n<\/tr>\n
83<\/td>\nFIGURE 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 <\/td>\n<\/tr>\n
84<\/td>\nFIGURE 1613.3.1(2)\u2014continued 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 <\/td>\n<\/tr>\n
85<\/td>\nFIGURE 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 <\/td>\n<\/tr>\n
86<\/td>\nFIGURE 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 <\/td>\n<\/tr>\n
87<\/td>\nFIGURE 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 <\/td>\n<\/tr>\n
88<\/td>\nFIGURE 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 <\/td>\n<\/tr>\n
89<\/td>\nSECTION 1614 ATMOSPHERIC ICE LOADS
SECTION 1615 STRUCTURAL INTEGRITY <\/td>\n<\/tr>\n
91<\/td>\nEQUATION 16-41
FIGURE 1615.4 LONGITUDINAL, PERIMETER, TRANSVERSE AND VERTICAL TIES <\/td>\n<\/tr>\n
92<\/td>\nEQUATION 16-42
BIBLIOGRAPHY <\/td>\n<\/tr>\n
98<\/td>\nCHAPTER 17: SPECIAL INSPECTIONS AND TESTS
SECTION 1701 GENERAL <\/td>\n<\/tr>\n
99<\/td>\nSECTION 1702 DEFINITIONS
SECTION 1703 APPROVALS <\/td>\n<\/tr>\n
101<\/td>\nFIGURE 1703.5.3 TYPICAL LABEL INFORMATION
SECTION 1704 SPECIAL INSPECTIONS, CONTRACTOR RESPONSIBILITY AND STRUCTURAL OBSERVATIONS <\/td>\n<\/tr>\n
105<\/td>\nSECTION 1705 REQUIRED VERIFICATION AND INSPECTION <\/td>\n<\/tr>\n
106<\/td>\nTABLE 1705.2.2 REQUIRED VERIFICATION AND INSPECTION OF STEEL CONSTRUCTION OTHER THAN STRUCTURAL STEEL <\/td>\n<\/tr>\n
107<\/td>\nTABLE 1705.3 REQUIRED VERIFICATION AND INSPECTION OF CONCRETE CONSTRUCTION <\/td>\n<\/tr>\n
109<\/td>\nTABLE 1705.6 REQUIRED VERIFICATION AND INSPECTION OF SOILS <\/td>\n<\/tr>\n
110<\/td>\nTABLE 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 <\/td>\n<\/tr>\n
120<\/td>\nSECTION 1706 DESIGN STRENGTHS OF MATERIALS
SECTION 1707 ALTERNATIVE TEST PROCEDURE
SECTION 1708 TEST SAFE LOAD <\/td>\n<\/tr>\n
121<\/td>\nSECTION 1709 IN-SITU LOAD TESTS
SECTION 1710 PRECONSTRUCTION LOAD TESTS <\/td>\n<\/tr>\n
123<\/td>\nSECTION 1711 MATERIAL AND TEST STANDARDS <\/td>\n<\/tr>\n
125<\/td>\nBIBLIOGRAPHY <\/td>\n<\/tr>\n
128<\/td>\nCHAPTER 18: SOILS AND FOUNDATIONS <\/td>\n<\/tr>\n
129<\/td>\nSECTION 1801 GENERAL
SECTION 1802 DEFINITIONS
SECTION 1803 GEOTECHNICAL INVESTIGATIONS <\/td>\n<\/tr>\n
130<\/td>\nFIGURE 1803.5.2 TYPICAL SETUP FOR CONDUCTING STATIC LOAD TESTS <\/td>\n<\/tr>\n
131<\/td>\nFIGURE 1803.5.3 SWELLING POTENTIAL OF SOILS AND PLASTICITY INDEX <\/td>\n<\/tr>\n
135<\/td>\nSECTION 1804 EXCAVATION, GRADING AND FILL <\/td>\n<\/tr>\n
137<\/td>\nSECTION 1805 DAMPPROOFING AND WATERPROOFING <\/td>\n<\/tr>\n
140<\/td>\nFIGURE 1805.2.2 MATERIALS FOR WATERPROOFING AND DAMPROOFING INSTALLATIONS <\/td>\n<\/tr>\n
142<\/td>\nFIGURE 1805.3.2 MATERIALS FOR WATERPROOFING INSTALLATIONS <\/td>\n<\/tr>\n
143<\/td>\nFIGURE 1805.3.3(1) DETAIL\u2014MEMBRANE PLACEMENT THROUGH A KEY JOINT <\/td>\n<\/tr>\n
144<\/td>\nFIGURE 1805.3.3(2) PIPE DETAIL\u2014PROPER PLACEMENT OF WATERPROOFING ELEMENTS <\/td>\n<\/tr>\n
145<\/td>\nFIGURE 1805.4.2 FOUNDATION DRAINAGE SYSTEM <\/td>\n<\/tr>\n
146<\/td>\nSECTION 1806 PRESUMPTIVE LOAD-BEARING VALUES OF SOILS <\/td>\n<\/tr>\n
147<\/td>\nTABLE 1806.2 PRESUMPTIVE LOAD-BEARING VALUES <\/td>\n<\/tr>\n
148<\/td>\nSECTION 1807 FOUNDATION WALLS, RETAINING WALLS AND EMBEDDED POSTS AND POLES
FIGURE 1807.1.2 UNBALANCED BACKFILL HEIGHT <\/td>\n<\/tr>\n
149<\/td>\nFIGURE 1807.1.4 WOOD FOUNDATION <\/td>\n<\/tr>\n
151<\/td>\nTABLE 1807.1.6.2 CONCRETE FOUNDATION WALLS <\/td>\n<\/tr>\n
153<\/td>\nFIGURE 1807.1.6.3 TIE AT TOP COURSE BED JOINT
TABLE 1807.1.6.3(1) PLAIN MASONRY FOUNDATION WALLS <\/td>\n<\/tr>\n
154<\/td>\nTABLE 1807.1.6.3(2) 8-INCH MASONRY FOUNDATION WALLS WITH REINFORCEMENT WHERE d \u2265 5 INCHES <\/td>\n<\/tr>\n
155<\/td>\nTABLE 1807.1.6.3(3) 10-INCH MASONRY FOUNDATION WALLS WITH REINFORCEMENT WHERE d \u2265 6.75 INCHES <\/td>\n<\/tr>\n
156<\/td>\nTABLE 1807.1.6.3(4) 12-INCH MASONRY FOUNDATION WALLS WITH REINFORCEMENT WHERE d \u2265 8.75 INCHES <\/td>\n<\/tr>\n
157<\/td>\nEQUATION 18-1
EQUATION 18-2 <\/td>\n<\/tr>\n
158<\/td>\nEQUATION 18-2
SECTION 1808 FOUNDATIONS <\/td>\n<\/tr>\n
162<\/td>\nFIGURE 1808.7.1 FOUNDATION CLEARANCES FROM SLOPES
FIGURE 1808.7.1(1) BUILDINGS ADJACENT TO ASCENDING SLOPE EXCEEDING 1 TO 1 <\/td>\n<\/tr>\n
163<\/td>\nFIGURE 1808.7.2 BUILDINGS ADJACENT TO DESCENDING SLOPE EXCEEDING 1 TO 1
FIGURE 1808.7.4 FOOTING ELEVATION ON GRADED SITES <\/td>\n<\/tr>\n
164<\/td>\nTABLE 1808.8.1 MINIMUM SPECIFIED COMPRESSIVE STRENGTH f \u201d\u00b2C OF CONCRETE OR GROUT <\/td>\n<\/tr>\n
165<\/td>\nTABLE 1808.8.2 MINIMUM CONCRETE COVER <\/td>\n<\/tr>\n
166<\/td>\nSECTION 1809 SHALLOW FOUNDATIONS <\/td>\n<\/tr>\n
167<\/td>\nFIGURE 1809.6 ISOLATED FOOTINGS <\/td>\n<\/tr>\n
168<\/td>\nTABLE 1809.7 PRESCRIPTIVE FOOTINGS SUPPORTING WALLS OF LIGHT-FRAME CONSTRUCTION
FIGURE 1809.8 PUNCHING SHEAR (EXAGGERATED ILLUSTRATION) <\/td>\n<\/tr>\n
169<\/td>\nFIGURE 1809.9.2 BRICK FOOTING OFFSET <\/td>\n<\/tr>\n
171<\/td>\nFIGURE 1809.10 FOUNDATION WALL CLAY MASONRY CURTAIN WALL WITH CONCRETE MASONRY PIERS <\/td>\n<\/tr>\n
172<\/td>\nSECTION 1810 DEEP FOUNDATIONS <\/td>\n<\/tr>\n
176<\/td>\nFIGURE 1810.3.1.2 COMPOSITE ELEMENTS <\/td>\n<\/tr>\n
177<\/td>\nFIGURE 1810.3.1.6 STEEL CASINGS <\/td>\n<\/tr>\n
178<\/td>\nFIGURE 1810.3.2.4 TIMBER PILES <\/td>\n<\/tr>\n
180<\/td>\nTABLE 1810.3.2.6 ALLOWABLE STRESSES FOR MATERIALS USED IN DEEP FOUNDATION ELEMENTS <\/td>\n<\/tr>\n
184<\/td>\nEQUATION 18-4 <\/td>\n<\/tr>\n
187<\/td>\nFIGURE 1810.3.5.3.1 STEEL H-PILE SECTIONS <\/td>\n<\/tr>\n
190<\/td>\nFIGURE 1810.3.8 PRECAST NONPRESTRESSED AND PRESTRESSED CONCRETE PILES <\/td>\n<\/tr>\n
191<\/td>\nEQUATION 18-5 <\/td>\n<\/tr>\n
192<\/td>\nEQUATION 18-6
EQUATION 18-7
EQUATION 18-8
EQUATION 18-9
EQUATION 18-10 <\/td>\n<\/tr>\n
193<\/td>\nEQUATION 18-11 <\/td>\n<\/tr>\n
196<\/td>\nFIGURE 1810.3.9.5 BELLED DRILLED SHAFT
FIGURE 1810.3.9.6 SOCKETED DRILLED SHAFTS <\/td>\n<\/tr>\n
200<\/td>\nFIGURE 1810.4.1.5 TYPICAL EFFECTS OF OVERDRIVING TIMBER PILES <\/td>\n<\/tr>\n
203<\/td>\nFIGURE 1810.4.7 ENLARGED BASE PILES\u2014UNCASED OR CASED SHAFTS <\/td>\n<\/tr>\n
205<\/td>\nBIBLIOGRAPHY <\/td>\n<\/tr>\n
208<\/td>\nCHAPTER 19: CONCRETE
SECTION 1901 GENERAL <\/td>\n<\/tr>\n
209<\/td>\nSECTION 1902 DEFINITIONS
SECTION 1903 SPECIFICATIONS FOR TESTS AND MATERIALS <\/td>\n<\/tr>\n
215<\/td>\nSECTION 1904 DURABILITY REQUIREMENTS <\/td>\n<\/tr>\n
217<\/td>\nTABLE 1904.2 MINIMUM SPECIFIED COMPRESSIVE STRENGTH
SECTION 1905 MODIFICATIONS TO ACI 318 <\/td>\n<\/tr>\n
218<\/td>\nFIGURE 1904.2 WEATHERING PROBABILITY MAP FOR CONCRETE <\/td>\n<\/tr>\n
219<\/td>\nFIGURE 1905.1.1 PLAN OF WALL WITH OPENINGS <\/td>\n<\/tr>\n
224<\/td>\nSECTION 1906 STRUCTURAL PLAIN CONCRETE
SECTION 1907 MINIMUM SLAB PROVISIONS <\/td>\n<\/tr>\n
225<\/td>\nSECTION 1908 ANCHORAGE TO CONCRETE\u2014ALLOWABLE STRESS DESIGN
EQUATION 19-1 <\/td>\n<\/tr>\n
226<\/td>\nTABLE 1908.2 ALLOWABLE SERVICE LOAD ON EMBEDDED BOLTS (pounds) <\/td>\n<\/tr>\n
227<\/td>\nSECTION 1909 ANCHORAGE TO CONCRETE\u2014STRENGTH DESIGN
SECTION 1910 SHOTCRETE <\/td>\n<\/tr>\n
231<\/td>\nSECTION 1911 REINFORCED GYPSUM CONCRETE
SECTION 1912 CONCRETE-FILLED PIPE COLUMNS <\/td>\n<\/tr>\n
232<\/td>\nBIBLIOGRAPHY <\/td>\n<\/tr>\n
238<\/td>\nCHAPTER 20: ALUMINUM
SECTION 2001 GENERAL
SECTION 2002 MATERIALS
BIBLIOGRAPHY <\/td>\n<\/tr>\n
240<\/td>\nCHAPTER 21: MASONRY <\/td>\n<\/tr>\n
241<\/td>\nSECTION 2101 GENERAL <\/td>\n<\/tr>\n
243<\/td>\nSECTION 2102 DEFINITIONS AND NOTATIONS <\/td>\n<\/tr>\n
244<\/td>\nSECTION 2103 MASONRY CONSTRUCTION MATERIALS <\/td>\n<\/tr>\n
249<\/td>\nTABLE 2103.11 CERAMIC TILE MORTAR COMPOSITIONS <\/td>\n<\/tr>\n
251<\/td>\nSECTION 2104 CONSTRUCTION <\/td>\n<\/tr>\n
252<\/td>\nFIGURE 2104.2 CORBELED MASONRY <\/td>\n<\/tr>\n
253<\/td>\nFIGURE 2104.2.1 MOLDED CORNICE
SECTION 2105 QUALITY ASSURANCE <\/td>\n<\/tr>\n
254<\/td>\nTABLE 2105.2.2.1.1 COMPRESSIVE STRENGTH OF CLAY MASONRY <\/td>\n<\/tr>\n
255<\/td>\nTABLE 2105.2.2.1.2 COMPRESSIVE STRENGTH OF CONCRETE MASONRY <\/td>\n<\/tr>\n
256<\/td>\nSECTION 2106 SEISMIC DESIGN
SECTION 2107 ALLOWABLE STRESS DESIGN <\/td>\n<\/tr>\n
257<\/td>\nEQUATION 21-1
SECTION 2108 STRENGTH DESIGN OF MASONRY <\/td>\n<\/tr>\n
258<\/td>\nSECTION 2109 EMPIRICAL DESIGN OF MASONRY <\/td>\n<\/tr>\n
259<\/td>\nTABLE 2109.2.1 ALLOWABLE STRESS GROSS CROSS-SECTIONAL AREA FOR DRY-STACKED, SURFACE-BONDED CONCRETE MASONRY WALLS <\/td>\n<\/tr>\n
260<\/td>\nEQUATION 21-2 <\/td>\n<\/tr>\n
261<\/td>\nTABLE 2109.3.3.1 ALLOWABLE SHEAR ON BOLTS IN ADOBE MASONRY <\/td>\n<\/tr>\n
262<\/td>\nSECTION 2110 GLASS UNIT MASONRY <\/td>\n<\/tr>\n
263<\/td>\nSECTION 2111 MASONRY FIREPLACES
FIGURE 2111.1 SECTION THROUGH FIREPLACE <\/td>\n<\/tr>\n
265<\/td>\nFIGURE 2111.6 RUMFORD FIREPLACE <\/td>\n<\/tr>\n
267<\/td>\nFIGURE 2111.10 HEARTH EXTENSION <\/td>\n<\/tr>\n
268<\/td>\nFIGURE 2111.11 ILLUSTRATION OF EXCEPTION TO FIREPLACE CLEARANCE PROVISION
FIGURE 2111.11(1) COMBUSTIBLE MATERIALS PROJECTION ABOVE FIREPLACE OPENING <\/td>\n<\/tr>\n
269<\/td>\nFIGURE 2111.13.1 FACTORY-BUILT FIREPLACE EXTERIOR COMBUSTION AIR DUCT
SECTION 2112 MASONRY HEATERS <\/td>\n<\/tr>\n
270<\/td>\nSECTION 2113 MASONRY CHIMNEYS <\/td>\n<\/tr>\n
272<\/td>\nFIGURE 2113.5 CORBELING LIMITATIONS <\/td>\n<\/tr>\n
273<\/td>\nFIGURE 2113.6 MASONRY CHIMNEY CHANGE IN SHAPE (OFFSET) <\/td>\n<\/tr>\n
274<\/td>\nFIGURE 2113.9 MINIMUM TERMINATION OF CHIMNEYS
FIGURE 2113.9.1 MASONRY CHIMNEY CAP AND RAIN CAP <\/td>\n<\/tr>\n
277<\/td>\nFIGURE 2113.11.2.3 MASONRY CHIMNEY FOR MEDIUM-HEAT APPLIANCE <\/td>\n<\/tr>\n
279<\/td>\nFIGURE 2113.14 LOW-HEAT CHIMNEY WITH MORE THAN TWO FLUES <\/td>\n<\/tr>\n
280<\/td>\nFIGURE 2113.16 FLUE SIZES FOR MASONRY CHIMNEYS
TABLE 2113.16(1) NET CROSS-SECTIONAL AREA OF ROUND FLUE SIZES <\/td>\n<\/tr>\n
281<\/td>\nTABLE 2113.16(2) NET CROSS-SECTIONAL AREA OF SQUARE AND RECTANGULAR FLUE SIZES <\/td>\n<\/tr>\n
282<\/td>\nFIGURE 2113.19 ILLUSTRATION OF EXCEPTION THREE CHIMNEY CLEARANCE PROVISION
BIBLIOGRAPHY <\/td>\n<\/tr>\n
283<\/td>\nFIGURE 2113.20(1) FIREBLOCKING
FIGURE 2113.20(2) FIREBLOCKING (SECTION) <\/td>\n<\/tr>\n
286<\/td>\nCHAPTER 22: STEEL
SECTION 2201 GENERAL
SECTION 2202 DEFINITIONS <\/td>\n<\/tr>\n
287<\/td>\nSECTION 2203 IDENTIFICATION AND PROTECTION OF STEEL FOR STRUCTURAL PURPOSES
SECTION 2204 CONNECTIONS <\/td>\n<\/tr>\n
288<\/td>\nSECTION 2205 STRUCTURAL STEEL <\/td>\n<\/tr>\n
289<\/td>\nSECTION 2206 COMPOSITE STRUCTURAL STEEL AND CONCRETE STRUCTURES
SECTION 2207 STEEL JOISTS <\/td>\n<\/tr>\n
290<\/td>\nSECTION 2208 STEEL CABLE STRUCTURES <\/td>\n<\/tr>\n
291<\/td>\nSECTION 2209 STEEL STORAGE RACKS
SECTION 2210 COLD-FORMED STEEL <\/td>\n<\/tr>\n
292<\/td>\nSECTION 2211 COLD-FORMED STEEL LIGHT-FRAME CONSTRUCTION
FIGURE 2211.2 HEADER TYPES <\/td>\n<\/tr>\n
293<\/td>\nBIBLIOGRAPHY <\/td>\n<\/tr>\n
296<\/td>\nCHAPTER 23: WOOD <\/td>\n<\/tr>\n
297<\/td>\nSECTION 2301 GENERAL
SECTION 2302 DEFINITIONS <\/td>\n<\/tr>\n
298<\/td>\nSECTION 2303 MINIMUM STANDARDS AND QUALITY <\/td>\n<\/tr>\n
299<\/td>\nFIGURE 2303.1.1 TYPICAL LABELS (Grade Marks) American Lumber Standards Committee, U.S.D.C. <\/td>\n<\/tr>\n
308<\/td>\nSECTION 2304 GENERAL CONSTRUCTION REQUIREMENTS <\/td>\n<\/tr>\n
311<\/td>\nTABLE 2304.6 MINIMUM THICKNESS OF WALL SHEATHING <\/td>\n<\/tr>\n
312<\/td>\nTABLE 2304.6.1 MAXIMUM NOMINAL DESIGN WIND SPEED, Vasd PERMITTED FOR WOOD STRUCTURAL PANEL WALL SHEATHING USED TO RESIST WIND PRESSURES <\/td>\n<\/tr>\n
313<\/td>\nTABLE 2304.7(1) ALLOWABLE SPANS FOR LUMBER FLOOR AND ROOF SHEATHING
TABLE 2304.7(2) SHEATHING LUMBER, MINIMUM GRADE REQUIREMENTS: BOARD GRADE <\/td>\n<\/tr>\n
314<\/td>\nTABLE 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 <\/td>\n<\/tr>\n
315<\/td>\nTABLE 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 <\/td>\n<\/tr>\n
316<\/td>\nFIGURE 2304.8.2.1 SIMPLE SPAN PATTERN
FIGURE 2304.8.2.2 TWO-SPAN CONTINUOUS PATTERN <\/td>\n<\/tr>\n
317<\/td>\nFIGURE 2304.8.2.3 COMBINATION SIMPLE AND TWO-SPAN CONTINUOUS PATTERN
FIGURE 2304.8.2.4 CANTILEVERED PIECES INTERMIXED PATTERN <\/td>\n<\/tr>\n
318<\/td>\nFIGURE 2304.8.4.1 TWO-INCH TONGUE-AND-GROOVE DECKING <\/td>\n<\/tr>\n
319<\/td>\nFIGURE 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 <\/td>\n<\/tr>\n
320<\/td>\nFIGURE 2304.9.2 SHEATHING FASTENERS <\/td>\n<\/tr>\n
321<\/td>\nTABLE 2304.9.1 FASTENING SCHEDULE <\/td>\n<\/tr>\n
322<\/td>\nTABLE 2304.9.1\u2014continued FASTENING SCHEDULE <\/td>\n<\/tr>\n
323<\/td>\nTABLE 2304.9.1\u2014continued FASTENING SCHEDULE <\/td>\n<\/tr>\n
324<\/td>\nFIGURE 2304.9.1 STANDARD NAILS AND STAPLES <\/td>\n<\/tr>\n
328<\/td>\nFIGURE 2304.11.2.1 WOOD-FRAMING CLEARANCES <\/td>\n<\/tr>\n
329<\/td>\nFIGURE 2304.11.2.5 GIRDER END CLEARANCE <\/td>\n<\/tr>\n
330<\/td>\nFIGURE 2304.11.2.6(1) SIDING CLEARANCES
FIGURE 2304.11.2.6(2) SIDING CLEARANCE AT CONCRETE PATIO <\/td>\n<\/tr>\n
331<\/td>\nFIGURE 2304.11.2.7 POST AND COLUMN PROTECTION <\/td>\n<\/tr>\n
332<\/td>\nFIGURE 2304.11.6 TERMITE INFESTATION PROBABILITY MAP <\/td>\n<\/tr>\n
333<\/td>\nSECTION 2305 GENERAL DESIGN REQUIREMENTS FOR LATERAL FORCE-RESISTING SYSTEMS <\/td>\n<\/tr>\n
334<\/td>\nEQUATION 23-1 <\/td>\n<\/tr>\n
335<\/td>\nTABLE 2305.2(1) en VALUES (inches) FOR USE IN CALCULATING DIAPHRAGM AND SHEAR WALL DEFLECTION DUE TO FASTENER SLIP
EQUATION 23-2 <\/td>\n<\/tr>\n
336<\/td>\nSECTION 2306 ALLOWABLE STRESS DESIGN
TABLE 2305.2(2) VALUES OF Gt FOR USE IN CALCULATING DEFLECTION OF WOOD STRUCTURAL PANEL SHEAR WALLS AND DIAPHRAGMS <\/td>\n<\/tr>\n
339<\/td>\nFIGURE 2306.1 CERTIFICATE OF CONFORMANCE <\/td>\n<\/tr>\n
340<\/td>\nTABLE 2306.1.4 ALLOWABLE LOADS FOR LUMBER DECKING <\/td>\n<\/tr>\n
342<\/td>\nFIGURE 2306.2(1) HOW WOOD SPLITS AND HOW STAGGERING MINIMIZES SPLITTING
FIGURE 2306.2(2) STAGGERED NAILING <\/td>\n<\/tr>\n
343<\/td>\nTABLE 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 <\/td>\n<\/tr>\n
344<\/td>\nTABLE 2306.2(1)\u2014continued 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 <\/td>\n<\/tr>\n
345<\/td>\nTABLE 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 <\/td>\n<\/tr>\n
346<\/td>\nTABLE 2306.2(2)\u2014continued 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 <\/td>\n<\/tr>\n
347<\/td>\nTABLE 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 <\/td>\n<\/tr>\n
348<\/td>\nTABLE 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 <\/td>\n<\/tr>\n
349<\/td>\nTABLE 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 <\/td>\n<\/tr>\n
356<\/td>\nFIGURE 2308.8.2 CUTTING, NOTCHING AND BORING JOISTS <\/td>\n<\/tr>\n
357<\/td>\nFIGURE 2308.8.3 FRAMING AROUND OPENING
FIGURE 2308.8.4 JOISTS SUPPORTING PARTITIONS AND HEAVY LOADS <\/td>\n<\/tr>\n
358<\/td>\nTABLE 2308.8(1) FLOOR JOIST SPANS FOR COMMON LUMBER SPECIES <\/td>\n<\/tr>\n
359<\/td>\nTABLE 2308.8(1)\u2014continued FLOOR JOIST SPANS FOR COMMON LUMBER SPECIES <\/td>\n<\/tr>\n
360<\/td>\nTABLE 2308.8(2) FLOOR JOIST SPANS FOR COMMON LUMBER SPECIES <\/td>\n<\/tr>\n
361<\/td>\nTABLE 2308.8(2)\u2014continued FLOOR JOIST SPANS FOR COMMON LUMBER SPECIES <\/td>\n<\/tr>\n
362<\/td>\nTABLE 2308.9.1 SIZE, HEIGHT AND SPACING OF WOOD STUDS <\/td>\n<\/tr>\n
365<\/td>\nFIGURE 2308.9.3 BASIC COMPONENTS OF THE LATERAL BRACING SYSTEM <\/td>\n<\/tr>\n
366<\/td>\nTABLE 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 <\/td>\n<\/tr>\n
367<\/td>\nTABLE 2308.9.3(4) ALLOWABLE SPANS FOR PARTICLE BOARD WALL SHEATHING
TABLE 2308.9.3(5) HARDBOARD SIDING <\/td>\n<\/tr>\n
368<\/td>\nFIGURE 2308.9.3.1 ALTERNATIVE BRACED WALL PANELS\u2014ONE-STORY <\/td>\n<\/tr>\n
370<\/td>\nFIGURE 2308.9.3.2 ALTERNATE BRACED WALL PANEL ADJACENT TO A DOOR OR WINDOW OPENING <\/td>\n<\/tr>\n
371<\/td>\nFIGURE 2308.9.5 HEADER SUPPORT CONDITIONS FOR EXTERIOR LOAD-BEARING WALLS <\/td>\n<\/tr>\n
372<\/td>\nTABLE 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) <\/td>\n<\/tr>\n
373<\/td>\nTABLE 2308.9.5\u2014continued 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) <\/td>\n<\/tr>\n
374<\/td>\nFIGURE 2308.9.5.2(1) STUDS AND HEADERS AROUND WALL OPENINGS
FIGURE 2308.9.5.2(2) STUDS AND HEADERS AROUND WALL OPENINGS\u2014BAY WINDOWS (Source: AF&PA Wood Frame Construction Manual for One- and Two-Family Dwellings, SBC High Wind Edition, 1995. <\/td>\n<\/tr>\n
375<\/td>\nTABLE 2308.9.6 HEADER AND GIRDER SPANSa FOR INTERIOR BEARING WALLS
FIGURE 2308.9.6 HEADER SUPPORT CONDITIONS FOR INTERIOR LOAD-BEARING WALLS <\/td>\n<\/tr>\n
376<\/td>\nFIGURE 2308.9.10 CUTTING, NOTCHING AND BORED HOLES IN STUDS <\/td>\n<\/tr>\n
378<\/td>\nTABLE 2308.10.1 REQUIRED RATING OF APPROVED UPLIFT CONNECTORS <\/td>\n<\/tr>\n
379<\/td>\nFIGURE 2308.10.4 RAFTER END CUT AT RIDGE
FIGURE 2308.10.4.1 RAFTER TIES <\/td>\n<\/tr>\n
380<\/td>\nTABLE 2308.10.2(1) CEILING JOIST SPANS FOR COMMON LUMBER SPECIES (Uninhabitable Attics Without Storage, Live Load = 10 pounds psf, L\/\u00ce\u201d = 240) <\/td>\n<\/tr>\n
381<\/td>\nTABLE 2308.10.2(1)\u2014continued CEILING JOIST SPANS FOR COMMON LUMBER SPECIES (Uninhabitable Attics Without Storage, Live Load = 10 pounds psf, L\/\u00ce\u201d = 240) <\/td>\n<\/tr>\n
382<\/td>\nTABLE 2308.10.2(2) CEILING JOIST SPANS FOR COMMON LUMBER SPECIES (Uninhabitable Attics With Limited Storage, Live Load = 20 pounds per square foot, L\/\u00ce\u201d = 240) <\/td>\n<\/tr>\n
383<\/td>\nTABLE 2308.10.2(2)\u2014continued CEILING JOIST SPANS FOR COMMON LUMBER SPECIES (Uninhabitable Attics With Limited Storage, Live Load = 20 pounds per square foot, L\/\u00ce\u201d = 240) <\/td>\n<\/tr>\n
384<\/td>\nTABLE 2308.10.3 (1)RAFTER SPANS FOR COMMON LUMBER SPECIES (Roof Live Load = 20 pounds per square foot, Ceiling Not Attached to Rafters, L\/\u00ce\u201d = 180) <\/td>\n<\/tr>\n
385<\/td>\nTABLE 2308.10.3(1)\u2014continued RAFTER SPANS FOR COMMON LUMBER SPECIES (Roof Live Load = 20 pounds per square foot, Ceiling Not Attached to Rafters, L\/\u00ce\u201d = 180) <\/td>\n<\/tr>\n
386<\/td>\nTABLE 2308.10.3(2) RAFTER SPANS FOR COMMON LUMBER SPECIES (Roof Live Load = 20 pounds per square foot, Ceiling Attached to Rafters, L\/\u00ce\u201d = 240) <\/td>\n<\/tr>\n
387<\/td>\nTABLE 2308.10.3(2)\u2014continued RAFTER SPANS FOR COMMON LUMBER SPECIES (Roof Live Load = 20 pounds per square foot, Ceiling Attached to Rafters, L\/\u00ce\u201d = 240) <\/td>\n<\/tr>\n
388<\/td>\nTABLE 2308.10.3(3) RAFTER SPANS FOR COMMON LUMBER SPECIES (Ground Snow Load = 30 pounds per square foot, Ceiling Not Attached to Rafters, L\/\u00ce\u201d = 180) <\/td>\n<\/tr>\n
389<\/td>\nTABLE 2308.10.3(3)\u2014 continued RAFTER SPANS FOR COMMON LUMBER SPECIES (Ground Snow Load = 30 pounds per square foot, Ceiling Not Attached to Rafters, L\/\u00ce\u201d = 180) <\/td>\n<\/tr>\n
390<\/td>\nTABLE 2308.10.3(4) RAFTER SPANS FOR COMMON LUMBER SPECIES (Ground Snow Load = 50 pounds per square foot, Ceiling Not Attached to Rafters, L\/\u00ce\u201d = 180) <\/td>\n<\/tr>\n
391<\/td>\nTABLE 2308.10.3(4)\u2014continuedRAFTER SPANS FOR COMMON LUMBER SPECIES (Ground Snow Load = 50 pounds per square foot, Ceiling Not Attached to Rafters, L\/\u00ce\u201d = 180) <\/td>\n<\/tr>\n
392<\/td>\nTABLE 2308.10.3(5) RAFTER SPANS FOR COMMON LUMBER SPECIES (Ground Snow Load = 30 pounds per square foot, Ceiling Attached to Rafters, L\/\u00ce\u201d = 240) <\/td>\n<\/tr>\n
393<\/td>\nTABLE 2308.10.3(5)\u2014continued RAFTER SPANS FOR COMMON LUMBER SPECIES (Ground Snow Load = 30 pounds per square foot, Ceiling Attached to Rafters, L\/\u00ce\u201d = 240) <\/td>\n<\/tr>\n
394<\/td>\nTABLE 2308.10.3(6) RAFTER SPANS FOR COMMON LUMBER SPECIES (Ground Snow Load = 50 pounds per square foot, Ceiling Attached to Rafters, L\/\u00ce\u201d = 240) <\/td>\n<\/tr>\n
395<\/td>\nTABLE 2308.10.3(6)\u2014continued RAFTER SPANS FOR COMMON LUMBER SPECIES (Ground Snow Load = 50 pounds per square foot, Ceiling Attached to Rafters, L\/\u00ce\u201d = 240) <\/td>\n<\/tr>\n
396<\/td>\nFIGURE 2308.10.5 BRACED RAFTER CONSTRUCTION <\/td>\n<\/tr>\n
397<\/td>\nTABLE 2308.10.4.1 RAFTER TIE CONNECTIONS <\/td>\n<\/tr>\n
399<\/td>\nTABLE 2308.10.9 ALLOWABLE SPANS FOR 2-INCH TONGUE-AND-GROOVE DECKING <\/td>\n<\/tr>\n
400<\/td>\nTABLE 2308.10.9\u2014continued ALLOWABLE SPANS FOR 2-INCH TONGUE-AND-GROOVE DECKING <\/td>\n<\/tr>\n
402<\/td>\nFIGURE 2308.11.3.2 STEPPED FOOTING CONNECTION DETAILS
FIGURE 2308.11.3.3 OPENINGS IN HORIZONTAL DIAPHRAGMS <\/td>\n<\/tr>\n
404<\/td>\nTABLE 2308.12.4 WALL BRACING IN SEISMIC DESIGN CATEGORIES D AND E (Minimum Percentage of Wall Bracing per each Braced Wall Linea) <\/td>\n<\/tr>\n
407<\/td>\nFIGURE 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 <\/td>\n<\/tr>\n
408<\/td>\nFIGURE 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 <\/td>\n<\/tr>\n
409<\/td>\nFIGURE 2308.12.6(7) BRACED WALL LINES NOT PERPENDICULAR
FIGURE 2308.12.6(8) OPENING LIMITATIONS FOR FLOOR AND ROOF DIAPHRAGMS
BIBLIOGRAPHY <\/td>\n<\/tr>\n
414<\/td>\nCHAPTER 24: GLASS AND GLAZING <\/td>\n<\/tr>\n
415<\/td>\nSECTION 2401 GENERAL <\/td>\n<\/tr>\n
416<\/td>\nSECTION 2402 DEFINITIONS
SECTION 2403 GENERAL REQUIREMENTS FOR GLASS
FIGURE 2403.1 EXAMPLE IDENTIFYING MARK <\/td>\n<\/tr>\n
418<\/td>\nSECTION 2404 WIND, SNOW, SEISMIC AND DEAD LOADS ON GLASS
EQUATION 24-1
EQUATION 24-2
EQUATION 24-3 <\/td>\n<\/tr>\n
419<\/td>\nEQUATION 24-4
EQUATION 24-5
EQUATION 24-6
EQUATION 24-7 <\/td>\n<\/tr>\n
420<\/td>\nEQUATION 24-8
EQUATION 24-9
EQUATION 24-10
EQUATION 24-11 <\/td>\n<\/tr>\n
421<\/td>\nEQUATION 24-12
SECTION 2405 SLOPED GLAZING AND SKYLIGHTS <\/td>\n<\/tr>\n
423<\/td>\nFIGURE 2405.3(1) FULLY TEMPERED GLAZING\u201430\u00b0 MAXIMUM SLOPE <\/td>\n<\/tr>\n
424<\/td>\nFIGURE 2405.3(2) INACCESSIBLE AREA UNDER SLOPED GLAZING <\/td>\n<\/tr>\n
425<\/td>\nEQUATION 24-13
EQUATION 24-14
EQUATION 24-15
SECTION 2406 SAFETY GLAZING <\/td>\n<\/tr>\n
427<\/td>\nTABLE 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 <\/td>\n<\/tr>\n
428<\/td>\nFIGURE 2406.4.1 EXAMPLES OF DOORS REQUIRING SAFETY GLAZING <\/td>\n<\/tr>\n
429<\/td>\nFIGURE 2406.4.2(1) SAFETY GLAZING IN CLOSE PROXIMITY TO DOORS <\/td>\n<\/tr>\n
430<\/td>\nFIGURE 2406.4.2(2) SAFETY GLAZING AT FULL-HEIGHT INTERVENING WALL <\/td>\n<\/tr>\n
431<\/td>\nFIGURE 2406.4.2(3) SAFETY GLAZING AT INTERMEDIATE-HEIGHT INTERVENING WALL <\/td>\n<\/tr>\n
432<\/td>\nFIGURE 2406.4.3(1) FIXED OR OPERABLE GLAZED OPENING <\/td>\n<\/tr>\n
433<\/td>\nFIGURE 2406.4.3(2) HORIZONTAL RAIL AT GLAZED OPENINGS <\/td>\n<\/tr>\n
434<\/td>\nFIGURE 2406.4.3(3) ELEVATED GLAZED OPENINGS <\/td>\n<\/tr>\n
435<\/td>\nFIGURE 2406.4.5(1) SAFETY GLAZING AT WET SURFACES <\/td>\n<\/tr>\n
436<\/td>\nFIGURE 2406.4.5(2) GLAZING IN POOL ENCLOSURE
SECTION 2407 GLASS IN HANDRAILS AND GUARDS <\/td>\n<\/tr>\n
437<\/td>\nFIGURE 2407.1 GLASS GUARDS <\/td>\n<\/tr>\n
438<\/td>\nSECTION 2408 GLAZING IN ATHLETIC FACILITIES <\/td>\n<\/tr>\n
439<\/td>\nSECTION 2409 GLASS IN ELEVATOR HOISTWAYS AND ELEVATOR CARS
BIBLIOGRAPHY <\/td>\n<\/tr>\n
442<\/td>\nCHAPTER 25: GYPSUM BOARD AND PLASTER
SECTION 2501 GENERAL <\/td>\n<\/tr>\n
443<\/td>\nSECTION 2502 DEFINITIONS
SECTION 2503 INSPECTION <\/td>\n<\/tr>\n
444<\/td>\nSECTION 2504 VERTICAL AND HORIZONTAL ASSEMBLIES
FIGURE 2504.1.2(1) STUDLESS PLASTER PARTITION WITH GYPSUM BOARD LATH <\/td>\n<\/tr>\n
445<\/td>\nFIGURE 2504.1.2(2) STUDLESS PLASTER PARTITION WITH RIBBED METAL LATH
SECTION 2505 SHEAR WALL CONSTRUCTION <\/td>\n<\/tr>\n
446<\/td>\nSECTION 2506 GYPSUM BOARD MATERIALS
TABLE 2506.2 GYPSUM BOARD MATERIALS AND ACCESSORIES <\/td>\n<\/tr>\n
447<\/td>\nSECTION 2507 LATHING AND PLASTERING
TABLE 2507.2 LATH, PLASTERING MATERIALS AND ACCESSORIES <\/td>\n<\/tr>\n
448<\/td>\nSECTION 2508 GYPSUM CONSTRUCTION
TABLE 2508.1 INSTALLATION OF GYPSUM CONSTRUCTION <\/td>\n<\/tr>\n
450<\/td>\nTABLE 2508.5 SHEAR CAPACITY FOR HORIZONTAL WOOD FRAMED GYPSUM BOARD DIAPHRAGM CEILING ASSEMBLIES <\/td>\n<\/tr>\n
451<\/td>\nFIGURE 2508.5(1) HORIZONTAL GYPSUM BOARD CEILING DIAPHRAGM CONSTRUCTION
FIGURE 2508.5(2) PARTITION SUPPORTED LATERALLY BY GYPSUM BOARD CEILING DIAPHRAGM <\/td>\n<\/tr>\n
452<\/td>\nFIGURE 2508.5.3 PERIMETER BLOCKING
SECTION 2509 GYPSUM BOARD IN SHOWERS AND WATER CLOSETS <\/td>\n<\/tr>\n
453<\/td>\nSECTION 2510 LATHING AND FURRING FOR CEMENT PLASTER (STUCCO) <\/td>\n<\/tr>\n
454<\/td>\nFIGURE 2510.5 THREE-COAT PLASTER ON UNSHEATHED EXTERIOR STUD WALL <\/td>\n<\/tr>\n
456<\/td>\nSECTION 2511 INTERIOR PLASTER <\/td>\n<\/tr>\n
457<\/td>\nTABLE 2511.1.1 INSTALLATION OF PLASTER CONSTRUCTION
FIGURE 2511.1(1) THREE-COAT PLASTER ON INTERIOR STUD WALL <\/td>\n<\/tr>\n
458<\/td>\nFIGURE 2511.1(2) TWO-COAT PLASTER ON INTERIOR STUD WALL <\/td>\n<\/tr>\n
459<\/td>\nSECTION 2512 EXTERIOR PLASTER <\/td>\n<\/tr>\n
460<\/td>\nFIGURE 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 <\/td>\n<\/tr>\n
462<\/td>\nTABLE 2512.6 CEMENT PLASTERS <\/td>\n<\/tr>\n
463<\/td>\nSECTION 2513 EXPOSED AGGREGATE PLASTER <\/td>\n<\/tr>\n
464<\/td>\nBIBLIOGRAPHY <\/td>\n<\/tr>\n
466<\/td>\nCHAPTER 26: PLASTIC <\/td>\n<\/tr>\n
467<\/td>\nSECTION 2601 GENERAL
SECTION 2602 DEFINITIONS
SECTION 2603 FOAM PLASTIC INSULATION <\/td>\n<\/tr>\n
468<\/td>\nFIGURE 2603.1 FOAM PLASTIC COMPLIANCE <\/td>\n<\/tr>\n
472<\/td>\nFIGURE 2603.4.1.6 FOAM PLASTIC, ATTIC AND CRAWL SPACES <\/td>\n<\/tr>\n
474<\/td>\nFIGURE 2603.4.1.13 FOAM PLASTIC SPRAY APPLIED TO SILL PLATE AND HEADER <\/td>\n<\/tr>\n
477<\/td>\nFIGURE 2603.9 TERMITE INFESTATION PROBABILITY MAP <\/td>\n<\/tr>\n
478<\/td>\nSECTION 2604 INTERIOR FINISH AND TRIM
SECTION 2605 PLASTIC VENEER <\/td>\n<\/tr>\n
479<\/td>\nSECTION 2606 LIGHT-TRANSMITTING PLASTICS <\/td>\n<\/tr>\n
481<\/td>\nSECTION 2607 LIGHT-TRANSMITTING PLASTIC WALL PANELS <\/td>\n<\/tr>\n
482<\/td>\nTABLE 2607.4 AREA LIMITATION AND SEPARATION REQUIREMENTS FOR LIGHT-TRANSMITTING PLASTIC WALL PANEL <\/td>\n<\/tr>\n
483<\/td>\nFIGURE 2607.4 FLAME BARRIER
SECTION 2608 LIGHT-TRANSMITTING PLASTIC GLAZING <\/td>\n<\/tr>\n
484<\/td>\nSECTION 2609 LIGHT-TRANSMITTING PLASTIC ROOF PANELS <\/td>\n<\/tr>\n
485<\/td>\nFIGURE 2609.2 PLASTIC ROOF PANEL SEPARATION FROM OTHER PANELS <\/td>\n<\/tr>\n
486<\/td>\nFIGURE 2609.3 PLASTIC ROOF PANEL SEPARATION FROM EXTERIOR WALL
TABLE 2609.4 AREA LIMITATIONS FOR LIGHT-TRANSMITTING PLASTIC ROOF PANELS <\/td>\n<\/tr>\n
487<\/td>\nSECTION 2610 LIGHT-TRANSMITTINGPLASTIC SKYLIGHT GLAZING <\/td>\n<\/tr>\n
488<\/td>\nSECTION 2611 LIGHT-TRANSMITTING PLASTIC INTERIOR SIGNS <\/td>\n<\/tr>\n
489<\/td>\nFIGURE 2611.3(1) MAXIMUM AREA OF LIGHT-TRANSMITTING PLASTIC SIGNS\u2014EXAMPLE 1
SECTION 2612 FIBER-REINFORCED POLYMER <\/td>\n<\/tr>\n
490<\/td>\nFIGURE 2611.3(2) MAXIMUM AREA OF LIGHT-TRANSMITTING PLASTIC SIGNS\u2014EXAMPLE 2 <\/td>\n<\/tr>\n
492<\/td>\nSECTION 2613 REFLECTIVE PLASTIC CORE INSULATION
BIBLIOGRAPHY <\/td>\n<\/tr>\n
494<\/td>\nCHAPTER 27: ELECTRICAL
SECTION 2701 GENERAL
SECTION 2702 EMERGENCY AND STANDBY POWER SYSTEMS <\/td>\n<\/tr>\n
496<\/td>\nBIBLIOGRAPHY <\/td>\n<\/tr>\n
498<\/td>\nCHAPTER 28: MECHANICAL SYSTEMS
SECTION 2801 GENERAL <\/td>\n<\/tr>\n
499<\/td>\nFIGURE 2801.1 EXAMPLE LABELS
BIBLIOGRAPHY <\/td>\n<\/tr>\n
500<\/td>\nCHAPTER 29: PLUMBING SYSTEMS
SECTION 2901 GENERAL
SECTION 2902 MINIMUM PLUMBING FACILITIES <\/td>\n<\/tr>\n
502<\/td>\nTABLE 2902.1 MINIMUM NUMBER OF REQUIRED PLUMBING FIXTURES <\/td>\n<\/tr>\n
503<\/td>\nTABLE 2902.1\u2014(continued) MINIMUM NUMBER OF REQUIRED PLUMBING FIXTURES <\/td>\n<\/tr>\n
504<\/td>\nTABLE 2902.1\u2014continued MINIMUM NUMBER OF REQUIRED PLUMBING FIXTURES <\/td>\n<\/tr>\n
507<\/td>\nTABLE 2902.1.1(1) SOLUTION SUMMARY FOR SAMPLE PROBLEM 1 <\/td>\n<\/tr>\n
508<\/td>\nTABLE 2902.1.1(2) SOLUTION SUMMARY FOR SAMPLE PROBLEM 2 <\/td>\n<\/tr>\n
510<\/td>\nTABLE 2902.1.1(3) SOLUTION SUMMARY FOR SAMPLE PROBLEM 3 <\/td>\n<\/tr>\n
512<\/td>\nTABLE 2902.1.1(4) SOLUTION SUMMARY FOR SAMPLE PROBLEM 4 <\/td>\n<\/tr>\n
513<\/td>\nFIGURE 2902.3(1) RESTAURANT ENTRY SIGN <\/td>\n<\/tr>\n
514<\/td>\nFIGURE 2902.3(2) CUSTOMER TOILET ACCESS <\/td>\n<\/tr>\n
515<\/td>\nFIGURE 2902.3.1 WALK-UP ICE CREAM SHOP WITH OUTDOOR SEATING <\/td>\n<\/tr>\n
517<\/td>\nBIBLIOGRAPHY
CHAPTER 30: ELEVATORS AND CONVEYING SYSTEMS <\/td>\n<\/tr>\n
518<\/td>\nSECTION 3001 GENERAL <\/td>\n<\/tr>\n
519<\/td>\nSECTION 3002 HOISTWAY ENCLOSURES <\/td>\n<\/tr>\n
521<\/td>\nFIGURE 3002.3 ELEVATOR CORRIDOR CALL STATION PICTOGRAPH <\/td>\n<\/tr>\n
522<\/td>\nFIGURE 3002.4(a) EXAMPLES\u2013ELEVATOR CAR SIZING\u20143,500 lb PASSENGER ELEVATOR <\/td>\n<\/tr>\n
523<\/td>\nFIGURE 3002.4(b) EXAMPLES\u2013ELEVATOR CAR SIZING\u20144,000 lb PASSENGER ELEVATOR
FIGURE 3002.6 ADDITIONAL DOOR IN FRONT OF HOISTWAY <\/td>\n<\/tr>\n
524<\/td>\nSECTION 3003 EMERGENCY OPERATIONS <\/td>\n<\/tr>\n
525<\/td>\nSECTION 3004 HOISTWAY VENTING <\/td>\n<\/tr>\n
526<\/td>\nFIGURE 3004.1 STACK EFFECT <\/td>\n<\/tr>\n
527<\/td>\nFIGURE 3004.3 SIZING OF VENT AREA
SECTION 3005 CONVEYING SYSTEMS <\/td>\n<\/tr>\n
528<\/td>\nFIGURE 3005.2.1 DRAFT AND SPRINKLER WATER CURTAIN <\/td>\n<\/tr>\n
529<\/td>\nSECTION 3006 MACHINE ROOMS <\/td>\n<\/tr>\n
530<\/td>\nFIGURE 3006.4 EXCEPTIONS MACHINE ROOM FIRE RESISTANCE <\/td>\n<\/tr>\n
531<\/td>\nSECTION 3007 FIRE SERVICE ACCESS ELEVATOR <\/td>\n<\/tr>\n
532<\/td>\nTABLE 3007.4 LOBBY COMPARISON TABLE\u2014FIRE SERVICES ACCESS ELEVATORS AND OCCUPANT EVACUATION ELEVATORS <\/td>\n<\/tr>\n
534<\/td>\nFIGURE 3007.7.5 FIRE SERVICE ACCESS ELEVATOR SYMBOL <\/td>\n<\/tr>\n
535<\/td>\nSECTION 3008 OCCUPANT EVACUATION ELEVATORS <\/td>\n<\/tr>\n
541<\/td>\nBIBLIOGRAPHY <\/td>\n<\/tr>\n
542<\/td>\nCHAPTER 31: SPECIAL CONSTRUCTION
SECTION 3101 GENERAL
SECTION 3102 MEMBRANE STRUCTURES <\/td>\n<\/tr>\n
545<\/td>\nFIGURE 3102.6.1 NONCOMBUSTIBLE AND FLAME-RESISTANT MEMBRANE CONSTRUCTION <\/td>\n<\/tr>\n
547<\/td>\nSECTION 3103 TEMPORARY STRUCTURES <\/td>\n<\/tr>\n
548<\/td>\nSECTION 3104 PEDESTRIAN WALKWAYS AND TUNNELS
FIGURE 3104 EXAMPLE\u2014PEDESTRIAN WALKWAY <\/td>\n<\/tr>\n
549<\/td>\nFIGURE 3104.5 PEDESTRIAN WALKWAY\u2014BUILDING INTERFACE <\/td>\n<\/tr>\n
551<\/td>\nFIGURE 3104.10 TUNNELED WALKWAY
SECTION 3105 AWNINGS AND CANOPIES <\/td>\n<\/tr>\n
552<\/td>\nFIGURE 3105(1) EXAMPLE\u2014CANOPY
FIGURE 3105(2) EXAMPLE OF CANOPY STRUCTURE
FIGURE 3105(3) EXAMPLE\u2014AWNING <\/td>\n<\/tr>\n
553<\/td>\nSECTION 3106 MARQUEES
FIGURE 3106(1) EXAMPLE\u2014MARQUEE
FIGURE 3106(2) EXAMPLE\u2014MARQUEE <\/td>\n<\/tr>\n
554<\/td>\nFIGURE 3106.2 PERMISSIBLE PROJECTION, HEIGHT AND CLEARANCES FOR MARQUEES <\/td>\n<\/tr>\n
555<\/td>\nSECTION 3107 SIGNS
SECTION 3108 TELECOMMUNICATION AND BROADCAST TOWERS <\/td>\n<\/tr>\n
556<\/td>\nSECTION 3109 SWIMMING POOL ENCLOSURES AND SAFETY DEVICES <\/td>\n<\/tr>\n
557<\/td>\nFIGURE 3109.4.1 OPENING LIMITATIONS
FIGURE 3109.4.1.1 BARRIER OPENINGS <\/td>\n<\/tr>\n
558<\/td>\nFIGURE 3109.4.1.3 PRIVATE SWIMMING POOL BARRIER CONSTRUCTION
FIGURE 3109.4.1.5 CHAIN-LINK FENCE MESH FORPRIVATE SWIMMING POOLS <\/td>\n<\/tr>\n
560<\/td>\nSECTION 3110 AUTOMATIC VEHICULAR GATES <\/td>\n<\/tr>\n
561<\/td>\nSECTION 3111 SOLAR PHOTOVOLTAIC PANELS\/MODULES
BIBLIOGRAPHY <\/td>\n<\/tr>\n
562<\/td>\nCHAPTER 32: ENCROACHMENTS INTO THE PUBLIC RIGHT-OF-WAY
SECTION 3201 GENERAL <\/td>\n<\/tr>\n
563<\/td>\nSECTION 3202 ENCROACHMENTS
FIGURE 3202.1.1 ENCROACHMENT BELOW GRADE
FIGURE 3202.1.3 AREAWAYS <\/td>\n<\/tr>\n
564<\/td>\nFIGURE 3202.2.1 STEPS <\/td>\n<\/tr>\n
565<\/td>\nFIGURE 3202.2.3 AWNINGS <\/td>\n<\/tr>\n
566<\/td>\nFIGURE 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 <\/td>\n<\/tr>\n
568<\/td>\nCHAPTER 33: SAFEGUARDS DURING CONSTRUCTION
SECTION 3301 GENERAL
SECTION 3302 CONSTRUCTION SAFEGUARDS <\/td>\n<\/tr>\n
569<\/td>\nSECTION 3303 DEMOLITION <\/td>\n<\/tr>\n
570<\/td>\nSECTION 3304 SITE WORK
SECTION 3305 SANITARY
SECTION 3306 PROTECTION OF PEDESTRIANS <\/td>\n<\/tr>\n
571<\/td>\nTABLE 3306.1 PROTECTION OF PEDESTRIANS <\/td>\n<\/tr>\n
573<\/td>\nSECTION 3307 PROTECTION OF ADJOINING PROPERTY
SECTION 3308 TEMPORARY USE OF STREETS, ALLEYS AND PUBLIC PROPERTY <\/td>\n<\/tr>\n
574<\/td>\nSECTION 3309 FIRE EXTINGUISHERS
SECTION 3310 MEANS OF EGRESS
SECTION 3311 STANDPIPES <\/td>\n<\/tr>\n
575<\/td>\nSECTION 3312 AUTOMATIC SPRINKLER SYSTEM
SECTION 3313 WATER SUPPLY FOR FIRE PROTECTION
BIBLIOGRAPHY <\/td>\n<\/tr>\n
576<\/td>\nCHAPTER 34: EXISTING STRUCTURES <\/td>\n<\/tr>\n
577<\/td>\nSECTION 3401 GENERAL <\/td>\n<\/tr>\n
579<\/td>\nSECTION 3402 DEFINITIONS
SECTION 3403 ADDITIONS <\/td>\n<\/tr>\n
580<\/td>\nFIGURE 3403.1 EXISTING BUILDING WITH ADDITION <\/td>\n<\/tr>\n
581<\/td>\nSECTION 3404 ALTERATIONS <\/td>\n<\/tr>\n
583<\/td>\nSECTION 3405 REPAIRS <\/td>\n<\/tr>\n
586<\/td>\nSECTION 3406 FIRE ESCAPES <\/td>\n<\/tr>\n
588<\/td>\nSECTION 3407 GLASS REPLACEMENT
SECTION 3408 CHANGE OF OCCUPANCY <\/td>\n<\/tr>\n
589<\/td>\nSECTION 3409 HISTORIC BUILDINGS
SECTION 3410 MOVED STRUCTURES
SECTION 3411 ACCESSIBILITY FOR EXISTING BUILDINGS <\/td>\n<\/tr>\n
595<\/td>\nTABLE 3411.8.5 RAMPS <\/td>\n<\/tr>\n
598<\/td>\nSECTION 3412 COMPLIANCE ALTERNATIVES <\/td>\n<\/tr>\n
602<\/td>\nEQUATION 34-1
EQUATION 34-2 <\/td>\n<\/tr>\n
603<\/td>\nEQUATION 34-3 <\/td>\n<\/tr>\n
604<\/td>\nEQUATION 34-4
FIGURE 3412.6.2.2(1) ALLOWABLE AREA\u2014SINGLE OCCUPANCY BUILDING <\/td>\n<\/tr>\n
605<\/td>\nFIGURE 3412.6.2.2(2) ALLOWABLE AREA\u2014MIXED OCCUPANCY BUILDING <\/td>\n<\/tr>\n
607<\/td>\nTABLE 3412.6.3 COMPARTMENTATION VALUES <\/td>\n<\/tr>\n
608<\/td>\nTABLE 3412.6.4 SEPARATION VALUES
FIGURE 3412.6.4.1(1) DWELLING UNIT SEPARATION <\/td>\n<\/tr>\n
609<\/td>\nFIGURE 3412.6.4.1(2) TENANT SEPARATION <\/td>\n<\/tr>\n
610<\/td>\nTABLE 3412.6.5 CORRIDOR WALL VALUES
FIGURE 3412.6.5(1) CORRIDOR WALL VALUES\u2014CATEGORY <\/td>\n<\/tr>\n
611<\/td>\nFIGURE 3412.6.5(2) CORRIDOR WALL VALUES\u2014CATEGORY
TABLE 3412.6.6(1) VERTICAL OPENING PROTECTION VALUE <\/td>\n<\/tr>\n
612<\/td>\nTABLE 3412.6.6(2) CONSTRUCTION-TYPE FACTOR
EQUATION 34-5 <\/td>\n<\/tr>\n
613<\/td>\nTABLE 3412.6.8 AUTOMATIC FIRE DETECTION VALUES <\/td>\n<\/tr>\n
614<\/td>\nTABLE 3412.6.9 FIRE ALARM SYSTEM VALUES <\/td>\n<\/tr>\n
615<\/td>\nTABLE 3412.6.10 SMOKE CONTROL VALUES <\/td>\n<\/tr>\n
617<\/td>\nFIGURE 3412.6.11(1) MEANS OF EGRESS VALUES\u2014CATEGORY <\/td>\n<\/tr>\n
618<\/td>\nTABLE 3412.6.11 MEANS OF EGRESS VALUES
FIGURE 3412.6.11(2) MEANS OF EGRESS VALUES\u2014CATEGORY <\/td>\n<\/tr>\n
619<\/td>\nTABLE 3412.6.12 DEAD-END VALUES <\/td>\n<\/tr>\n
620<\/td>\nFIGURE 3412.6.12.1(1) TYPICAL DEAD-END CORRIDOR
FIGURE 3412.6.12.1(2) DEAD-END VALUES\u2014CATEGORY
FIGURE 3412.6.12.1(3) DEAD-END VALUES\u2014CATEGORY <\/td>\n<\/tr>\n
621<\/td>\nEQUATION 34-6
FIGURE 3412.6.13(1) EXIT ACCESS TRAVEL DISTANCE VALUES\u2014OCCUPANCY GROUP S-1 <\/td>\n<\/tr>\n
622<\/td>\nFIGURE 3412.6.13(2) EXIT ACCESS TRAVEL DISTANCE VALUES\u2014OCCUPANCY GROUP B
FIGURE 3412.6.13(3) EXIT ACCESS TRAVEL DISTANCE VALUES\u2014OCCUPANCY GROUP R
TABLE 3412.6.14 ELEVATOR CONTROL VALUES <\/td>\n<\/tr>\n
623<\/td>\nTABLE 3412.6.15 MEANS OF EGRESS EMERGENCY LIGHTING VALUES <\/td>\n<\/tr>\n
624<\/td>\nTABLE 3412.6.16 MIXED OCCUPANCY VALUES <\/td>\n<\/tr>\n
626<\/td>\nTABLE 3412.6.17 SPRINKLER SYSTEM VALUES <\/td>\n<\/tr>\n
627<\/td>\nTABLE 3412.6.18 STANDPIPE SYSTEM VALUES <\/td>\n<\/tr>\n
629<\/td>\nTABLE 3412.6.19 INCIDENTAL USE AREA VALUES <\/td>\n<\/tr>\n
630<\/td>\nTABLE 3412.7 SUMMARY SHEET\u2014BUILDING CODE <\/td>\n<\/tr>\n
631<\/td>\nTABLE 3412.8 MANDATORY SAFETY SCORES
TABLE 3412.9 EVALUATION FORMULAS <\/td>\n<\/tr>\n
632<\/td>\nTABLE 3412.9 EVALUATION FORMULAS
BIBLIOGRAPHY <\/td>\n<\/tr>\n
634<\/td>\nCHAPTER 35: REFERENCED STANDARDS <\/td>\n<\/tr>\n
635<\/td>\nFIGURE 35 REFERENCED STANDARDS <\/td>\n<\/tr>\n
636<\/td>\nAA
AAMA
ACI <\/td>\n<\/tr>\n
637<\/td>\nAF&PA
AISC
AISI <\/td>\n<\/tr>\n
638<\/td>\nAITC
ALI
AMCA
ANSI <\/td>\n<\/tr>\n
639<\/td>\nAPA
APSP <\/td>\n<\/tr>\n
640<\/td>\nASABE
ASCE\/SEI
ASME <\/td>\n<\/tr>\n
641<\/td>\nASTM <\/td>\n<\/tr>\n
647<\/td>\nAWCI
AWPA
AWS
BHMA <\/td>\n<\/tr>\n
648<\/td>\nCGSB
CPA
CPSC
CSA <\/td>\n<\/tr>\n
649<\/td>\nCSSB
DASMA
DOC
DOJ <\/td>\n<\/tr>\n
650<\/td>\nDOL
DOTn
EN
FEMA
FM <\/td>\n<\/tr>\n
651<\/td>\nGA
HPVA
HUD
ICC <\/td>\n<\/tr>\n
652<\/td>\nISO
NAAMM <\/td>\n<\/tr>\n
653<\/td>\nNCMA
NFPA <\/td>\n<\/tr>\n
654<\/td>\nPCI
PTI <\/td>\n<\/tr>\n
655<\/td>\nRMI
SDI
SJI
SPRI
TIA <\/td>\n<\/tr>\n
656<\/td>\nTMS
TPI
UL <\/td>\n<\/tr>\n
657<\/td>\nULC <\/td>\n<\/tr>\n
658<\/td>\nUSC
WDMA
WRI <\/td>\n<\/tr>\n
660<\/td>\nAPPENDIX EMPLOYEE QUALIFICATIONS
SECTION A101 BUILDING OFFICIAL QUALIFICATIONS <\/td>\n<\/tr>\n
661<\/td>\nSECTION A102 REFERENCED STANDARDS <\/td>\n<\/tr>\n
662<\/td>\nAPPENDIX B: BOARD OF APPEALS
SECTION B101 GENERAL <\/td>\n<\/tr>\n
666<\/td>\nAPPENDIX C: GROUP U-AGRICULTURAL BUILDINGS
SECTION C101 GENERAL <\/td>\n<\/tr>\n
667<\/td>\nSECTION 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 <\/td>\n<\/tr>\n
668<\/td>\nSECTION C103 MIXED OCCUPANCIES
SECTION C104 EXITS <\/td>\n<\/tr>\n
670<\/td>\nAPPENDIX D: FIRE DISTRICTS
SECTION D101 GENERAL <\/td>\n<\/tr>\n
671<\/td>\nFIGURE D101.2.1 EXAMPLE OF FIRE DISTRICTS <\/td>\n<\/tr>\n
672<\/td>\nFIGURE D101.2.2 BUFFER ZONES
SECTION D102 BUILDING RESTRICTIONS <\/td>\n<\/tr>\n
673<\/td>\nFIGURE D101.2.3 ADDING ADJACENT BLOCKS <\/td>\n<\/tr>\n
675<\/td>\nSECTION D103 CHANGES TO BUILDINGS
SECTION D104 BUILDINGS LOCATED PARTIALLY IN THE FIRE DISTRICT
SECTION D105 EXCEPTIONS TO RESTRICTIONS IN FIRE DISTRICT <\/td>\n<\/tr>\n
676<\/td>\nFIGURE D104 BUILDINGS PARTIALLY WITHIN FIRE DISTRICTS
SECTION D106 REFERENCED STANDARDS
BIBLIOGRAPHY <\/td>\n<\/tr>\n
678<\/td>\nAPPENDIX E: SUPPLEMENTARY ACCESSIBILITY REQUIREMENTS <\/td>\n<\/tr>\n
679<\/td>\nSECTION E101 GENERAL
SECTION E102 DEFINITIONS
SECTION E103 ACCESSIBLE ROUTE
SECTION E104 SPECIAL OCCUPANCIES <\/td>\n<\/tr>\n
680<\/td>\nTABLE E104.3.1 DWELLING OR SLEEPING UNITS WITH ACCESSIBLE COMMUNICATION FEATURES <\/td>\n<\/tr>\n
681<\/td>\nSECTION E105 OTHER FEATURES AND FACILITIES <\/td>\n<\/tr>\n
682<\/td>\nSECTION E106 TELEPHONES <\/td>\n<\/tr>\n
683<\/td>\nTABLE E106.2 WHEELCHAIR-ACCESSIBLE TELEPHONES <\/td>\n<\/tr>\n
684<\/td>\nSECTION E107 SIGNAGE <\/td>\n<\/tr>\n
685<\/td>\nSECTION E108 BUS STOPS <\/td>\n<\/tr>\n
686<\/td>\nSECTION E109 TRANSPORTATION FACILITIES AND STATIONS <\/td>\n<\/tr>\n
688<\/td>\nSECTION E110 AIRPORTS
SECTION E111 REFERENCED STANDARDS
BIBLIOGRAPHY <\/td>\n<\/tr>\n
690<\/td>\nAPPENDIX F: RODENTPROOFING
SECTION F101 GENERAL <\/td>\n<\/tr>\n
692<\/td>\nAPPENDIX G: FLOOD-RESISTANT CONSTRUCTION
SECTION G101 ADMINISTRATION <\/td>\n<\/tr>\n
693<\/td>\nSECTION G102 APPLICABILITY <\/td>\n<\/tr>\n
694<\/td>\nSECTION G103 POWERS AND DUTIES <\/td>\n<\/tr>\n
696<\/td>\nSECTION G104 PERMITS <\/td>\n<\/tr>\n
697<\/td>\nSECTION G105 VARIANCES <\/td>\n<\/tr>\n
700<\/td>\nSECTION G201 DEFINITIONS <\/td>\n<\/tr>\n
701<\/td>\nSECTION G301 SUBDIVISIONS
SECTION G401 SITE IMPROVEMENT <\/td>\n<\/tr>\n
702<\/td>\nSECTION G501 MANUFACTURED HOMES <\/td>\n<\/tr>\n
703<\/td>\nSECTION G601 RECREATIONAL VEHICLES
SECTION G701 TANKS <\/td>\n<\/tr>\n
704<\/td>\nSECTION G801 OTHER BUILDING WORK <\/td>\n<\/tr>\n
705<\/td>\nSECTION G901 TEMPORARY STRUCTURES AND TEMPORARY STORAGE
SECTION G1001 UTILITY AND MISCELLANEOUS GROUP U <\/td>\n<\/tr>\n
706<\/td>\nSECTION G1101 REFERENCED STANDARDS
BIBLIOGRAPHY <\/td>\n<\/tr>\n
708<\/td>\nAPPENDIX H: SIGNS
SECTION H101 GENERAL <\/td>\n<\/tr>\n
709<\/td>\nSECTION H102 DEFINITIONS <\/td>\n<\/tr>\n
710<\/td>\nSECTION H103 LOCATION
SECTION H104 IDENTIFICATION
SECTION H105 DESIGN AND CONSTRUCTION <\/td>\n<\/tr>\n
711<\/td>\nSECTION H106 ELECTRICAL <\/td>\n<\/tr>\n
712<\/td>\nSECTION H107 COMBUSTIBLE MATERIALS
SECTION H108 ANIMATED DEVICES
SECTION H109 GROUND SIGNS <\/td>\n<\/tr>\n
713<\/td>\nSECTION H110 ROOF SIGNS <\/td>\n<\/tr>\n
714<\/td>\nSECTION H111 WALL SIGNS
SECTION H112 PROJECTING SIGNS <\/td>\n<\/tr>\n
715<\/td>\nFIGURE H112.5 ADDITIONAL SIGN LOADS <\/td>\n<\/tr>\n
716<\/td>\nSECTION H113 MARQUEE SIGNS
SECTION H114 PORTABLE SIGNS
TABLE 4-A SIZE, THICKNESS AND TYPE OF GLASS PANELS IN SIGNS <\/td>\n<\/tr>\n
717<\/td>\nTABLE 4-B THICKNESS OF PROJECTION SIGN
SECTION H115 REFERENCED STANDARDS <\/td>\n<\/tr>\n
718<\/td>\nAPPENDIX I: PATIO COVERS
SECTION I101 GENERAL
SECTION I102 DEFINITIONS
SECTION I103 EXTERIOR WALLS AND OPENINGS <\/td>\n<\/tr>\n
719<\/td>\nFIGURE I102.1 PATIO COVERS
SECTION I104 HEIGHT
SECTION I105 STRUCTURAL PROVISIONS <\/td>\n<\/tr>\n
720<\/td>\nAPPENDIX J: GRADING
SECTION J101 GENERAL
SECTION J102 DEFINITIONS <\/td>\n<\/tr>\n
721<\/td>\nSECTION J103 PERMITS REQUIRED
SECTION J104 PERMIT APPLICATION AND SUBMITTALS <\/td>\n<\/tr>\n
722<\/td>\nSECTION J105 INSPECTIONS
SECTION J106 EXCAVATIONS <\/td>\n<\/tr>\n
723<\/td>\nSECTION J107 FILLS
FIGURE J107.3 BENCHING DETAILS <\/td>\n<\/tr>\n
724<\/td>\nSECTION J108 SETBACKS
FIGURE J108.1 DRAINAGE DIMENSIONS <\/td>\n<\/tr>\n
725<\/td>\nSECTION J109 DRAINAGE AND TERRACING
SECTION J110 EROSION CONTROL <\/td>\n<\/tr>\n
726<\/td>\nSECTION J111 REFERENCED STANDARDS
BIBLIOGRAPHY <\/td>\n<\/tr>\n
728<\/td>\nAPPENDIX K: ADMINISTRATIVE PROVISIONS
SECTION K101 GENERAL
SECTION K102 APPLICABILITY
SECTION K103 PERMITS <\/td>\n<\/tr>\n
729<\/td>\nSECTION K104 CONSTRUCTION DOCUMENTS
SECTION K105 ALTERNATIVE ENGINEERED DESIGN
SECTION K106 REQUIRED INSPECTIONS
SECTION K107 PREFABRICATED CONSTRUCTION <\/td>\n<\/tr>\n
730<\/td>\nSECTION K108 TESTING
SECTION K109 RECONNECTION
SECTION K110 CONDEMNING ELECTRICAL SYSTEMS
SECTION K111 ELECTRICAL PROVISIONS <\/td>\n<\/tr>\n
732<\/td>\nAPPENDIX L: EARTHQUAKE RECORDING INSTRUMENTATION
SECTION L101 GENERAL <\/td>\n<\/tr>\n
734<\/td>\nAPPENDIX M: TSUNAMI-GENERATED FLOOD HAZARD <\/td>\n<\/tr>\n
735<\/td>\nSECTION M101 TSUNAMI-GENERATED FLOOD HAZARD <\/td>\n<\/tr>\n
737<\/td>\nSECTION M102 REFERENCED STANDARDS
BIBLIOGRAPHY <\/td>\n<\/tr>\n
738<\/td>\nINDEX <\/td>\n<\/tr>\n<\/table>\n","protected":false},"excerpt":{"rendered":"

International Building Code and Commentary Volume 2<\/b><\/p>\n\n\n\n\n
Published By<\/td>\nPublication Date<\/td>\nNumber of Pages<\/td>\n<\/tr>\n
ICC<\/b><\/a><\/td>\n2012<\/td>\n779<\/td>\n<\/tr>\n<\/tbody>\n<\/table>\n","protected":false},"featured_media":88335,"template":"","meta":{"rank_math_lock_modified_date":false,"ep_exclude_from_search":false},"product_cat":[2670],"product_tag":[],"class_list":{"0":"post-88334","1":"product","2":"type-product","3":"status-publish","4":"has-post-thumbnail","6":"product_cat-icc","8":"first","9":"instock","10":"sold-individually","11":"shipping-taxable","12":"purchasable","13":"product-type-simple"},"_links":{"self":[{"href":"https:\/\/pdfstandards.shop\/wp-json\/wp\/v2\/product\/88334","targetHints":{"allow":["GET"]}}],"collection":[{"href":"https:\/\/pdfstandards.shop\/wp-json\/wp\/v2\/product"}],"about":[{"href":"https:\/\/pdfstandards.shop\/wp-json\/wp\/v2\/types\/product"}],"wp:featuredmedia":[{"embeddable":true,"href":"https:\/\/pdfstandards.shop\/wp-json\/wp\/v2\/media\/88335"}],"wp:attachment":[{"href":"https:\/\/pdfstandards.shop\/wp-json\/wp\/v2\/media?parent=88334"}],"wp:term":[{"taxonomy":"product_cat","embeddable":true,"href":"https:\/\/pdfstandards.shop\/wp-json\/wp\/v2\/product_cat?post=88334"},{"taxonomy":"product_tag","embeddable":true,"href":"https:\/\/pdfstandards.shop\/wp-json\/wp\/v2\/product_tag?post=88334"}],"curies":[{"name":"wp","href":"https:\/\/api.w.org\/{rel}","templated":true}]}}