{"id":175828,"date":"2024-10-19T10:53:50","date_gmt":"2024-10-19T10:53:50","guid":{"rendered":"https:\/\/pdfstandards.shop\/product\/uncategorized\/icc-ibc-commentary-vol-2-2015\/"},"modified":"2024-10-25T03:08:17","modified_gmt":"2024-10-25T03:08:17","slug":"icc-ibc-commentary-vol-2-2015","status":"publish","type":"product","link":"https:\/\/pdfstandards.shop\/product\/publishers\/icc\/icc-ibc-commentary-vol-2-2015\/","title":{"rendered":"ICC IBC Commentary Vol 2 2015"},"content":{"rendered":"

A practical tool that helps you to master the code you deal with everyday! This comprehensive yet concise publication provides a convenient reference for regulations in chapters 16 through 35 of the 2015 International Building Code\u00ae (IBC\u00ae).<\/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
PDF Pages<\/th>\nPDF Title<\/th>\n<\/tr>\n
1<\/td>\n2015 IBC\u00ae CODE AND COMMENTARY VOLUME 2 <\/td>\n<\/tr>\n
2<\/td>\n2015 IBC\u00ae 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
5<\/td>\nS.I. CONVERSION CHART FOR ENGLISH UNITS <\/td>\n<\/tr>\n
6<\/td>\nTABLE OF CONTENTS <\/td>\n<\/tr>\n
8<\/td>\nCHAPTER 16: STRUCTURAL DESIGN
GENERAL COMMENTS
PURPOSE
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>\nFIGURE 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 <\/td>\n<\/tr>\n
20<\/td>\nEQUATION 16-22
SECTION 1605 LOAD COMBINATIONS <\/td>\n<\/tr>\n
21<\/td>\nFIGURE 1605.1(1) EXAMPLES OF DISCONTINUOUS SHEAR WALLS <\/td>\n<\/tr>\n
22<\/td>\nFIGURE 1605.1(2) COLLECTORS
EQUATION 16-1
EQUATION 16-2
EQUATION 16-3
EQUATION 16-4
EQUATION 16-5
EQUATION 16-6
EQUATION 16-7 <\/td>\n<\/tr>\n
23<\/td>\nEQUATION 16-8
EQUATION 16-9
EQUATION 16-10
EQUATION 16-11
EQUATION 16-12
EQUATION 16-13
EQUATION 16-14
EQUATION 16-15
\n
EQUATION 16-16 <\/td>\n<\/tr>\n
24<\/td>\nEQUATION 16-17
EQUATION 16-18
EQUATION 16-19
EQUATION 16-20
EQUATION 16-21
EQUATION 16-22 <\/td>\n<\/tr>\n
25<\/td>\nSECTION 1606 DEAD LOADS <\/td>\n<\/tr>\n
26<\/td>\nSECTION 1607 LIVE LOADS
FIGURE 1607.1(1) SUMMARY OF MINIMUM LIVE LOAD REQUIRED IN UNINHABITABLE ATTICS
FIGURE 1607.1(2) 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, L0, AND MINIMUM CONCENTRATED LIVE LOADSg <\/td>\n<\/tr>\n
28<\/td>\nTABLE 1607.1\u2014continued MINIMUM UNIFORMLY DISTRIBUTED LIVE LOADS, L0, ANDMINIMUM CONCENTRATED LIVE LOADSg
TABLE 1607.1\u2014continued MINIMUM UNIFORMLY DISTRIBUTED LIVE LOADS, L0, AND MINIMUM CONCENTRATED LIVE LOADSg <\/td>\n<\/tr>\n
29<\/td>\nTABLE 1607.1\u2014continued MINIMUM UNIFORMLY DISTRIBUTED LIVE LOADS, Lo, AND MINIMUM CONCENTRATED LIVE LOADSg <\/td>\n<\/tr>\n
32<\/td>\nFIGURE 1607.8.1 HANDRAIL DESIGN LOAD
FIGURE 1607.8.1.2 COMPONENT DESIGN LOAD <\/td>\n<\/tr>\n
33<\/td>\nFIGURE 1607.8.3 VEHICLE BARRIER REQUIREMENTS <\/td>\n<\/tr>\n
34<\/td>\nEQUATION 16-23
TABLE 1607.10.1 LIVE LOAD ELEMENT FACTOR, KLL <\/td>\n<\/tr>\n
35<\/td>\nFIGURE 1607.10.1 LIVE LOAD REDUCTION EXAMPLE <\/td>\n<\/tr>\n
36<\/td>\nEQUATION 16-24
EQUATION 16-25 <\/td>\n<\/tr>\n
37<\/td>\nFIGURE 1607.11 PARTIAL LOADING <\/td>\n<\/tr>\n
38<\/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 MINUMUM ROOF LIVE LOAD IN ACCORDANCE WITH EQUATION 16-26 <\/td>\n<\/tr>\n
40<\/td>\nFIGURE 1607.13 TOP-RUNNING BRIDGE CRANE <\/td>\n<\/tr>\n
41<\/td>\nSECTION 1608 SNOW LOADS <\/td>\n<\/tr>\n
42<\/td>\nFIGURE 1608.1(1) BALANCED AND UNBALANCED LOADS FOR A SAWTOOTH ROOF
FIGURE 1608.1(2) DRIFTING SNOW ON LOW ROOFS AND DECKS
FIGURE 1608.1(3) DRIFTING SNOW ONTO ADJACENT LOW STRUCTURE <\/td>\n<\/tr>\n
43<\/td>\nTABLE 1608.2 GROUND SNOW LOADS, pg, FOR ALASKAN LOCATIONS
SECTION 1609 WIND LOADS <\/td>\n<\/tr>\n
44<\/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
45<\/td>\nFIGURE 1608.2 GROUND SNOW LOADS, pg, FOR THE UNITED STATES <\/td>\n<\/tr>\n
46<\/td>\nFIGURE 1608.2\u2014continued GROUND SNOW LOADS, pg, FOR THE UNITED STATES <\/td>\n<\/tr>\n
48<\/td>\nFIGURE 1609.1.1.1 WIND SPEED-UP EFFECT <\/td>\n<\/tr>\n
49<\/td>\nTABLE 1609.1.2 WIND-BORNE DEBRIS PROTECTION FASTENING SCHEDULE FOR WOOD STRUCTURAL PANELS <\/td>\n<\/tr>\n
50<\/td>\nFIGURE 1609.1.2EFFECTS OF OPENINGS IN THE BUILDING ENVELOPE <\/td>\n<\/tr>\n
52<\/td>\nEQUATION 16-33
TABLE 1609.3.1 WIND SPEED CONVERSIONS <\/td>\n<\/tr>\n
53<\/td>\nFIGURE 1609.3(1) ULTIMATE DESIGN WIND SPEEDS, vult, FOR RISK CATEGORY II BUILDINGS AND OTHER STRUCTURES <\/td>\n<\/tr>\n
54<\/td>\nFIGURE 1609.3(2) ULTIMATE DESIGN WIND SPEEDS, vult, FOR RISK CATEGORY III AND IV BUILDINGS AND OTHER STRUCTURES <\/td>\n<\/tr>\n
55<\/td>\nFIGURE 1609.3(3) ULTIMATE DESIGN WIND SPEEDS, vult, FOR RISK CATEGORY I BUILDINGS AND OTHER STRUCTURES <\/td>\n<\/tr>\n
57<\/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 <\/td>\n<\/tr>\n
63<\/td>\nSECTION 1610 SOIL LATERAL LOADS
TABLE 1610.1 LATERAL SOIL LOAD <\/td>\n<\/tr>\n
64<\/td>\nSECTION 1611 RAIN LOADS
EQUATION 16-36
FIGURE 1611.1(1) SECONDARY ROOF DRAINAGE NOT REQUIRED <\/td>\n<\/tr>\n
65<\/td>\nFIGURE 1611.1(2) FLOW RATE, IN GALLONS PER MINUTE, OF VARIOUS ROOF DRAINS AT VARIOUS WATER DEPTHS AT DRAIN INLETS (INCHES)
FIGURE 1611.1(3) SEPARATE PRIMARY AND SECONDARY ROOF DRAINS <\/td>\n<\/tr>\n
66<\/td>\nFIGURE 1611.1(4) EQUATION 16-36 COEFFICIENT <\/td>\n<\/tr>\n
67<\/td>\nFIGURE 1611.1(5) RAIN LOAD EXAMPLE <\/td>\n<\/tr>\n
68<\/td>\nFIGURE 1611.1 100-YEAR, 1-HOUR RAINFALL (INCHES) WESTERN UNITED STATES <\/td>\n<\/tr>\n
69<\/td>\nFIGURE 1611.1\u2014continued 100-YEAR, 1-HOUR RAINFALL (INCHES) CENTRAL UNITED STATES <\/td>\n<\/tr>\n
70<\/td>\nFIGURE 1611.1\u2014continued 100-YEAR, 1-HOUR RAINFALL (INCHES) EASTERN UNITED STATES <\/td>\n<\/tr>\n
71<\/td>\nFIGURE 1611.1\u2014continued 100-YEAR, 1-HOUR RAINFALL (INCHES) ALASKA <\/td>\n<\/tr>\n
72<\/td>\nFIGURE 1611.1\u2014continued 100-YEAR, 1-HOUR RAINFALL (INCHES) HAWAII <\/td>\n<\/tr>\n
73<\/td>\nSECTION 1612 FLOOD LOADS <\/td>\n<\/tr>\n
76<\/td>\nSECTION 1613 EARTHQUAKE LOADS <\/td>\n<\/tr>\n
79<\/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
80<\/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
81<\/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
82<\/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
83<\/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
84<\/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
85<\/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
86<\/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
87<\/td>\nFIGURE 1613.3.1(7) RISK-TARGETED MAXIMUM CONSIDERED EARTHQUAKE (MCER) GROUND MOTION RESPONSE ACCELERATIONS FOR GUAM AND THE NORTHERN MARIANA ISLANDS OF 0.2- AND 1-SECOND SPECTRAL RESPONSE ACCELERATION(5% OF CRITICAL DAMPING), SITE CLASS B <\/td>\n<\/tr>\n
88<\/td>\nFIGURE 1613.3.1(8) RISK-TARGETED MAXIMUM CONSIDERED EARTHQUAKE (MCER) GROUND MOTION RESPONSE ACCELERATIONS FOR AMERICAN SAMOA OF 0.2- AND 1-SECOND SPECTRAL RESPONSE ACCELERATION (5% OF CRITICAL DAMPING), SITE CLASS B <\/td>\n<\/tr>\n
89<\/td>\nEQUATION 16-37
EQUATION 16-38
EQUATION 16-39
EQUATION 16-40
TABLE 1613.3.3(1) VALUES OF SITE COEFFICIENT Fa a <\/td>\n<\/tr>\n
90<\/td>\nTABLE 1613.3.3(2) VALUES OF SITE COEFFICIENT FV a <\/td>\n<\/tr>\n
91<\/td>\nTABLE 1613.3.5(1) SEISMIC DESIGN CATEGORY BASED ON SHORT-PERIOD (0.2 second) RESPONSE ACCELERATION
TABLE 1613.3.5(2) SEISMIC DESIGN CATEGORY BASED ON 1-SECOND PERIOD RESPONSE ACCELERATION <\/td>\n<\/tr>\n
92<\/td>\nSECTION 1614 ATMOSPHERIC ICE LOADS
SECTION 1615 STRUCTURAL INTEGRITY <\/td>\n<\/tr>\n
94<\/td>\nEQUATION 16-41
FIGURE 1615.4 LONGITUDINAL, PERIMETER, TRANSVERSE AND VERTICAL TIES <\/td>\n<\/tr>\n
95<\/td>\nEQUATION 16-42
BIBLIOGRAPHY <\/td>\n<\/tr>\n
98<\/td>\nCHAPTER 17: SPECIAL INSPECTIONS AND TESTS
GENERAL COMMENTS
PURPOSE
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 AND TESTS, CONTRACTOR RESPONSIBILITY AND STRUCTURAL OBSERVATION <\/td>\n<\/tr>\n
106<\/td>\nSECTION 1705 REQUIRED SPECIAL INSPECTIONS AND TESTS <\/td>\n<\/tr>\n
107<\/td>\nTABLE 1705.2.3 REQUIRED SPECIAL INSPECTIONS OF OPEN-WEB STEEL JOISTS AND JOIST GIRDERS <\/td>\n<\/tr>\n
108<\/td>\nTABLE 1705.3 REQUIRED SPECIAL INSPECTIONS AND TESTS OF CONCRETE CONSTRUCTION <\/td>\n<\/tr>\n
110<\/td>\nTABLE 1705.6 REQUIRED SPECIAL INSPECTIONS AND TESTS OF SOILS <\/td>\n<\/tr>\n
111<\/td>\nTABLE 1705.7 REQUIRED SPECIAL INSPECTIONS AND TESTS OF DRIVEN DEEP FOUNDATION ELEMENTS
TABLE 1705.8 REQUIRED SPECIAL INSPECTIONS AND TESTS OF CAST-IN-PLACE DEEP FOUNDATION ELEMENTS <\/td>\n<\/tr>\n
121<\/td>\nSECTION 1706 DESIGN STRENGTHS OF MATERIALS
SECTION 1707 ALTERNATIVE TEST PROCEDURE
SECTION 1708 IN-SITU LOAD TESTS <\/td>\n<\/tr>\n
122<\/td>\nSECTION 1709 PRECONSTRUCTION LOAD TESTS <\/td>\n<\/tr>\n
124<\/td>\nBIBLIOGRAPHY <\/td>\n<\/tr>\n
126<\/td>\nCHAPTER 18: SOILS AND FOUNDATIONS
GENERAL COMMENTS
PURPOSE <\/td>\n<\/tr>\n
127<\/td>\nSECTION 1801 GENERAL
SECTION 1802 DEFINITIONS
SECTION 1803 GEOTECHNICAL INVESTIGATIONS <\/td>\n<\/tr>\n
128<\/td>\nFIGURE 1803.5.2 TYPICAL SETUP FOR CONDUCTING STATIC LOAD TESTS <\/td>\n<\/tr>\n
129<\/td>\nFIGURE 1803.5.3 SWELLING POTENTIAL OF SOILS AND PLASTICITY INDEX <\/td>\n<\/tr>\n
133<\/td>\nSECTION 1804 EXCAVATION, GRADING AND FILL <\/td>\n<\/tr>\n
136<\/td>\nSECTION 1805 DAMPPROOFING AND WATERPROOFING <\/td>\n<\/tr>\n
139<\/td>\nFIGURE 1805.2.2 MATERIALS FOR WATERPROOFING AND DAMPROOFING INSTALLATIONS <\/td>\n<\/tr>\n
141<\/td>\nFIGURE 1805.3.2 MATERIALS FOR WATERPROOFING INSTALLATIONS <\/td>\n<\/tr>\n
142<\/td>\nFIGURE 1805.3.3(1) DETAIL\u2014MEMBRANE PLACEMENT THROUGH A KEY JOINT
FIGURE 1805.3.3(2) PIPE DETAIL\u2014PROPER PLACEMENT OF WATERPROOFING ELEMENTS <\/td>\n<\/tr>\n
143<\/td>\nFIGURE 1805.4.2 FOUNDATION DRAINAGE SYSTEM <\/td>\n<\/tr>\n
144<\/td>\nSECTION 1806 PRESUMPTIVE LOAD-BEARING VALUES OF SOILS <\/td>\n<\/tr>\n
145<\/td>\nTABLE 1806.2 PRESUMPTIVE LOAD-BEARING VALUES <\/td>\n<\/tr>\n
146<\/td>\nSECTION 1807 FOUNDATION WALLS, RETAINING WALLS AND EMBEDDED POSTS AND POLES
FIGURE 1807.1.2 UNBALANCED BACKFILL HEIGHT <\/td>\n<\/tr>\n
147<\/td>\nFIGURE 1807.1.4 WOOD FOUNDATION <\/td>\n<\/tr>\n
149<\/td>\nTABLE 1807.1.6.2 CONCRETE FOUNDATION WALLS <\/td>\n<\/tr>\n
151<\/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
152<\/td>\nTABLE 1807.1.6.3(2) 8-INCH MASONRY FOUNDATION WALLS WITH REINFORCEMENT WHERE d \u2265 5 INCHES <\/td>\n<\/tr>\n
153<\/td>\nTABLE 1807.1.6.3(3) 10-INCH MASONRY FOUNDATION WALLS WITH REINFORCEMENT WHERE d \u2265 6.75 INCHES <\/td>\n<\/tr>\n
154<\/td>\nTABLE 1807.1.6.3(4) 12-INCH MASONRY FOUNDATION WALLS WITH REINFORCEMENT WHERE d \u2265 8.75 INCHES <\/td>\n<\/tr>\n
156<\/td>\nEQUATION 18-1
EQUATION 18-2
EQUATION 18-3 <\/td>\n<\/tr>\n
157<\/td>\nSECTION 1808 FOUNDATIONS <\/td>\n<\/tr>\n
160<\/td>\nFIGURE 1808.7.1 FOUNDATION CLEARANCES FROM SLOPES <\/td>\n<\/tr>\n
161<\/td>\nFIGURE 1808.7.1 BUILDINGS ADJACENT TO ASCENDING SLOPE EXCEEDING 1 TO 1
FIGURE 1808.7.2 BUILDINGS ADJACENT TO DESCENDING SLOPE EXCEEDING 1 TO 1 <\/td>\n<\/tr>\n
162<\/td>\nFIGURE 1808.7.4 FOOTING ELEVATION ON GRADED SITES <\/td>\n<\/tr>\n
163<\/td>\nTABLE 1808.8.1 MINIMUM SPECIFIED COMPRESSIVE STRENGTH f\u00b4C OF CONCRETE OR GROUT <\/td>\n<\/tr>\n
164<\/td>\nTABLE 1808.8.2 MINIMUM CONCRETE COVER <\/td>\n<\/tr>\n
165<\/td>\nSECTION 1809 SHALLOW FOUNDATIONS <\/td>\n<\/tr>\n
166<\/td>\nFIGURE 1809.6 ISOLATED FOOTINGS
TABLE 1809.7 PRESCRIPTIVE FOOTINGS SUPPORTING WALLS OF LIGHT-FRAME CONSTRUCTION <\/td>\n<\/tr>\n
167<\/td>\nFIGURE 1809.8 PUNCHING SHEAR (EXAGGERATED ILLUSTRATION) <\/td>\n<\/tr>\n
168<\/td>\nFIGURE 1809.9.2 BRICK FOOTING OFFSET <\/td>\n<\/tr>\n
169<\/td>\nFIGURE 1809.10 FOUNDATION WALL CLAY MASONRY CURTAIN WALL WITH CONCRETE MASONRY PIERS <\/td>\n<\/tr>\n
171<\/td>\nSECTION 1810 DEEP FOUNDATIONS <\/td>\n<\/tr>\n
175<\/td>\nFIGURE 1810.3.1.2 COMPOSITE ELEMENTS <\/td>\n<\/tr>\n
176<\/td>\nFIGURE 1810.3.1.6 STEEL CASINGS <\/td>\n<\/tr>\n
177<\/td>\nFIGURE 1810.3.2.4 TIMBER PILES <\/td>\n<\/tr>\n
179<\/td>\nTABLE 1810.3.2.6 ALLOWABLE STRESSES FOR MATERIALS USED IN DEEP FOUNDATION ELEMENTS <\/td>\n<\/tr>\n
183<\/td>\nEQUATION 18-4 <\/td>\n<\/tr>\n
186<\/td>\nFIGURE 1810.3.5.3.1 STEEL H-PILE SECTIONS <\/td>\n<\/tr>\n
189<\/td>\nFIGURE 1810.3.8 PRECAST NONPRESTRESSED AND PRESTRESSED CONCRETE PILES <\/td>\n<\/tr>\n
191<\/td>\nEQUATION 18-5
EQUATION 18-6
EQUATION 18-7
EQUATION 18-8
EQUATION 18-9
EQUATION 18-10 <\/td>\n<\/tr>\n
192<\/td>\nEQUATION 18-11 <\/td>\n<\/tr>\n
195<\/td>\nFIGURE 1810.3.9.5 BELLED DRILLED SHAFTS
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
202<\/td>\nFIGURE 1810.4.7 ENLARGED BASE PILES\u2014UNCASED OR CASED SHAFTS <\/td>\n<\/tr>\n
204<\/td>\nBIBLIOGRAPHY <\/td>\n<\/tr>\n
206<\/td>\nCHAPTER 19: CONCRETE
GENERAL COMMENTS
PURPOSE
SECTION 1901 GENERAL <\/td>\n<\/tr>\n
207<\/td>\nSECTION 1902 DEFINITIONS <\/td>\n<\/tr>\n
208<\/td>\nSECTION 1903 SPECIFICATIONS FOR TESTS AND MATERIALS <\/td>\n<\/tr>\n
214<\/td>\nSECTION 1904 DURABILITY REQUIREMENTS <\/td>\n<\/tr>\n
215<\/td>\nSECTION 1905 MODIFICATIONS TO ACI 318 <\/td>\n<\/tr>\n
219<\/td>\nSECTION 1906 STRUCTURAL PLAIN CONCRETE <\/td>\n<\/tr>\n
220<\/td>\nSECTION 1907 MINIMUM SLAB PROVISIONS
SECTION 1908 SHOTCRETE <\/td>\n<\/tr>\n
224<\/td>\nBIBLIOGRAPHY <\/td>\n<\/tr>\n
226<\/td>\nCHAPTER 20: ALUMINUM
GENERAL COMMENTS
PURPOSE
SECTION 2001 GENERAL
SECTION 2002 MATERIALS
BIBLIOGRAPHY <\/td>\n<\/tr>\n
228<\/td>\nCHAPTER 21: MASONRY
GENERAL COMMENTS
PURPOSE <\/td>\n<\/tr>\n
229<\/td>\nSECTION 2101 GENERAL <\/td>\n<\/tr>\n
230<\/td>\nSECTION 2102 DEFINITIONS AND NOTATIONS <\/td>\n<\/tr>\n
231<\/td>\nSECTION 2103 MASONRY CONSTRUCTION MATERIALS <\/td>\n<\/tr>\n
235<\/td>\nTABLE 2103.2.3 CERAMIC TILE MORTAR COMPOSITIONS <\/td>\n<\/tr>\n
236<\/td>\nSECTION 2104 CONSTRUCTION <\/td>\n<\/tr>\n
237<\/td>\nSECTION 2105 QUALITY ASSURANCE <\/td>\n<\/tr>\n
238<\/td>\nFIGURE 2104.1.2 MOLDED CORNICE
SECTION 2106 SEISMIC DESIGN
SECTION 2107 ALLOWABLE STRESS DESIGN <\/td>\n<\/tr>\n
239<\/td>\nEQUATION 21-1
SECTION 2108 STRENGTH DESIGN OF MASONRY <\/td>\n<\/tr>\n
240<\/td>\nSECTION 2109 EMPIRICAL DESIGN OF MASONRY <\/td>\n<\/tr>\n
241<\/td>\nTABLE 2109.2.1 ALLOWABLE STRESS GROSS CROSS-SECTIONAL AREA FOR DRY-STACKED, SURFACE-BONDED CONCRETE MASONRY WALLS <\/td>\n<\/tr>\n
242<\/td>\nEQUATION 21-2 <\/td>\n<\/tr>\n
243<\/td>\nTABLE 2109.3.3.1 ALLOWABLE SHEAR ON BOLTS IN ADOBE MASONRY <\/td>\n<\/tr>\n
244<\/td>\nSECTION 2110 GLASS UNIT MASONRY <\/td>\n<\/tr>\n
245<\/td>\nSECTION 2111 MASONRY FIREPLACES
FIGURE 2111.1 SECTION THROUGH FIREPLACE <\/td>\n<\/tr>\n
247<\/td>\nFIGURE 2111.7 RUMFORD FIREPLACE <\/td>\n<\/tr>\n
249<\/td>\nFIGURE 2111.11 HEARTH EXTENSION <\/td>\n<\/tr>\n
250<\/td>\nFIGURE 2111.12 ILLUSTRATION OF EXCEPTION TO FIREPLACE CLEARANCE PROVISION
FIGURE 2111.12(1) COMBUSTIBLE MATERIALS PROJECTION ABOVE FIREPLACE OPENING <\/td>\n<\/tr>\n
251<\/td>\nFIGURE 2111.14.1 FACTORY-BUILT FIREPLACE EXTERIOR COMBUSTION AIR DUCT <\/td>\n<\/tr>\n
252<\/td>\nSECTION 2112 MASONRY HEATERS
SECTION 2113 MASONRY CHIMNEYS <\/td>\n<\/tr>\n
254<\/td>\nFIGURE 2113.5 CORBELING LIMITATIONS <\/td>\n<\/tr>\n
255<\/td>\nFIGURE 2113.6 MASONRY CHIMNEY CHANGE IN SHAPE (OFFSET) <\/td>\n<\/tr>\n
256<\/td>\nFIGURE 2113.9 MINIMUM TERMINATION OF CHIMNEYS
FIGURE 2113.9.1 MASONRY CHIMNEY CAP AND RAIN CAP <\/td>\n<\/tr>\n
259<\/td>\nFIGURE 2113.11.2.3 MASONRY CHIMNEY FOR MEDIUM-HEAT APPLIANCE <\/td>\n<\/tr>\n
261<\/td>\nFIGURE 2113.14 LOW-HEAT CHIMNEY WITH MORE THAN TWO FLUES <\/td>\n<\/tr>\n
262<\/td>\nFIGURE 2113.16 FLUE SIZES FOR MASONRY CHIMNEYS <\/td>\n<\/tr>\n
263<\/td>\nTABLE 2113.16(1) NET CROSS-SECTIONAL AREA OF ROUND FLUE SIZES
TABLE 2113.16(2) NET CROSS-SECTIONAL AREA OF SQUARE AND RECTANGULAR FLUE SIZES <\/td>\n<\/tr>\n
264<\/td>\nFIGURE 2113.19 ILLUSTRATION OF EXCEPTION THREE CHIMNEY CLEARANCE PROVISION <\/td>\n<\/tr>\n
265<\/td>\nFIGURE 2113.20(1) FIREBLOCKING
FIGURE 2113.20(2) FIREBLOCKING (SECTION)
BIBLIOGRAPHY <\/td>\n<\/tr>\n
268<\/td>\nCHAPTER 22: STEEL
GENERAL COMMENTS
PURPOSE
SECTION 2201 GENERAL
SECTION 2202 DEFINITIONS <\/td>\n<\/tr>\n
269<\/td>\nSECTION 2203 IDENTIFICATION AND PROTECTION OF STEEL FOR STRUCTURAL PURPOSES
SECTION 2204 CONNECTIONS <\/td>\n<\/tr>\n
270<\/td>\nSECTION 2205 STRUCTURAL STEEL <\/td>\n<\/tr>\n
271<\/td>\nSECTION 2206 COMPOSITE STRUCTURAL STEEL AND CONCRETE STRUCTURES
SECTION 2207 STEEL JOISTS <\/td>\n<\/tr>\n
273<\/td>\nSECTION 2208 STEEL CABLE STRUCTURES
SECTION 2209 STEEL STORAGE RACKS
SECTION 2210 COLD-FORMED STEEL <\/td>\n<\/tr>\n
274<\/td>\nSECTION 2211 COLD-FORMED STEEL LIGHT-FRAME CONSTRUCTION
FIGURE 2211.2 HEADER TYPES <\/td>\n<\/tr>\n
275<\/td>\nBIBLIOGRAPHY <\/td>\n<\/tr>\n
278<\/td>\nCHAPTER 23: WOOD
GENERAL COMMENTS <\/td>\n<\/tr>\n
279<\/td>\nPURPOSE
SECTION 2301 GENERAL
SECTION 2302 DEFINITIONS <\/td>\n<\/tr>\n
280<\/td>\nSECTION 2303 MINIMUM STANDARDS AND QUALITY <\/td>\n<\/tr>\n
281<\/td>\nFIGURE 2303.1.1 TYPICAL LABELS (Grade Marks)
\nAmerican Lumber Standards Committee, U.S.D.C. <\/td>\n<\/tr>\n
291<\/td>\nSECTION 2304 GENERAL CONSTRUCTION REQUIREMENTS <\/td>\n<\/tr>\n
293<\/td>\nTABLE 2304.6.1 MAXIMUM NOMINAL DESIGN WIND SPEED, Vasd PERMITTED FORWOOD STRUCTURAL PANEL WALL SHEATHING USED TO RESIST WIND PRESSURES <\/td>\n<\/tr>\n
294<\/td>\nTABLE 2304.8(1) ALLOWABLE SPANS FOR LUMBER FLOOR AND ROOF SHEATHING <\/td>\n<\/tr>\n
295<\/td>\nTABLE 2304.8(2) SHEATHING LUMBER, MINIMUM GRADE REQUIREMENTS: BOARD GRADE
TABLE 2304.8(3) ALLOWABLE SPANS AND LOADS FOR WOOD STRUCTURAL PANEL SHEATHING AND SINGLE-FLOOR GRADES CONTINUOUS OVER TWO OR MORE SPANS WITH STRENGTH AXIS PERPENDICULAR TO SUPPORTS <\/td>\n<\/tr>\n
296<\/td>\nTABLE 2304.8(4) ALLOWABLE SPAN FOR WOOD STRUCTURAL PANEL COMBINATION SUBFLOOR-UNDERLAYMENT (SINGLE FLOOR) (Panels Continuous Over Two or More Spans and Strength Axis Perpendicular to Supports) <\/td>\n<\/tr>\n
297<\/td>\nTABLE 2304.8(5) ALLOWABLE LOAD (PSF) FOR WOOD STRUCTURAL PANEL ROOF SHEATHING CONTINUOUS OVER TWO OR MORE SPANS AND STRENGTH AXIS PARALLEL TO SUPPORTS (Plywood Structural Panels Are Five-Ply, Five-Layer Unless Otherwise Noted)a, b
FIGURE 2304.9.2.1 SIMPLE SPAN PATTERN <\/td>\n<\/tr>\n
298<\/td>\nFIGURE 2304.9.2.2 TWO-SPAN CONTINUOUS PATTERN
FIGURE 2304.9.2.3 COMBINATION SIMPLE AND TWO-SPAN CONTINUOUS PATTERN <\/td>\n<\/tr>\n
299<\/td>\nFIGURE 2304.9.2.4 CANTILEVERED PIECES INTERMIXED PATTERN <\/td>\n<\/tr>\n
300<\/td>\nFIGURE 2304.9.4.1 TWO-INCH TONGUE-AND-GROOVE DECKING
FIGURE 2304.9.4.3 CONTROLLED RANDOM PATTERN TWO-INCH TONGUE-AND-GROOVE DECKING <\/td>\n<\/tr>\n
301<\/td>\nFIGURE 2304.9.5.1 THREE- AND FOUR-INCH TONGUE-AND-GROOVE DECKING <\/td>\n<\/tr>\n
302<\/td>\nTABLE 2304.10.1 FASTENING SCHEDULE <\/td>\n<\/tr>\n
303<\/td>\nTABLE 2304.10.1\u2014continued FASTENING SCHEDULE <\/td>\n<\/tr>\n
304<\/td>\nTABLE 2304.10.1\u2014continued FASTENING SCHEDULE <\/td>\n<\/tr>\n
305<\/td>\nTABLE 2304.10.1\u2014continued FASTENING SCHEDULE <\/td>\n<\/tr>\n
306<\/td>\nTABLE 2304.10.1\u2014continued FASTENING SCHEDULE <\/td>\n<\/tr>\n
307<\/td>\nFIGURE 2304.10.1 STANDARD NAILS AND STAPLES <\/td>\n<\/tr>\n
308<\/td>\nFIGURE 2304.10.2 SHEATHING FASTENERS <\/td>\n<\/tr>\n
312<\/td>\nFIGURE 2304.12.1.1 WOOD FRAMING CLEARANCES <\/td>\n<\/tr>\n
313<\/td>\nFIGURE 2304.12.1.5(1) SIDING CLEARANCES
FIGURE 2304.12.1.5(2) SIDING CLEARANCE AT CONCRETE PATIO <\/td>\n<\/tr>\n
314<\/td>\nFIGURE 2304.12.2.1 GIRDER END CLEARANCE <\/td>\n<\/tr>\n
315<\/td>\nFIGURE 2304.12.2.2 POST AND COLUMN PROTECTION <\/td>\n<\/tr>\n
316<\/td>\nFIGURE 2304.12.4 TERMITE INFESTATION PROBABILITY MAP <\/td>\n<\/tr>\n
317<\/td>\nSECTION 2305 GENERAL DESIGN REQUIREMENTS FOR LATERAL FORCE-RESISTING SYSTEMS <\/td>\n<\/tr>\n
318<\/td>\nEQUATION 23-1 <\/td>\n<\/tr>\n
319<\/td>\nTABLE 2305.2(1) en VALUES (inches) FOR USE IN CALCULATING DIAPHRAGM AND SHEAR WALL DEFLECTION DUE TO FASTENER SLIP (Structural I)a, c
EQUATION 23-2
SECTION 2306 ALLOWABLE STRESS DESIGN <\/td>\n<\/tr>\n
320<\/td>\nTABLE 2305.2(2) VALUES OF Gt FOR USE IN CALCULATING DEFLECTION OF WOOD STRUCTURAL PANEL SHEAR WALLS AND DIAPHRAGMS <\/td>\n<\/tr>\n
323<\/td>\nFIGURE 2306.1 CERTIFICATE OF CONFORMANCE <\/td>\n<\/tr>\n
324<\/td>\nTABLE 2306.1.4 ALLOWABLE LOADS FOR LUMBER DECKING <\/td>\n<\/tr>\n
326<\/td>\nFIGURE 2306.2(1) HOW WOOD SPLITS AND HOW STAGGERING MINIMIZES SPLITTING
FIGURE 2306.2(2) STAGGERED NAILING <\/td>\n<\/tr>\n
327<\/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
328<\/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
329<\/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
330<\/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
331<\/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
332<\/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
333<\/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
335<\/td>\nTABLE 2308.2.1 ALLOWABLE STORY HEIGHT <\/td>\n<\/tr>\n
338<\/td>\nFIGURE 2308.4.1.1(1) HEADER SUPPORT CONDITIONS FOR EXTERIOR LOAD-BEARING WALLS
FIGURE 2308.4.1.1(2) HEADER SUPPORT CONDITIONS FOR INTERIOR LOAD-BEARING WALLS <\/td>\n<\/tr>\n
339<\/td>\nTABLE 2308.4.1.1(1) HEADER AND GIRDER SPANSa, b FOR EXTERIOR BEARING WALLS (Maximum spans for Douglas Fir-Larch, Hem-Fir, Southern Pine and Spruce-Pine-Firb and required number of jack studs) <\/td>\n<\/tr>\n
340<\/td>\nTABLE 2308.4.1.1(1)\u2014continued HEADER AND GIRDER SPANSa, b FOR EXTERIOR BEARING WALLS (Maximum spans for Douglas Fir-Larch, Hem-Fir, Southern Pine and Spruce-Pine-Firb and required number of jack studs)
TABLE 2308.4.1.1(2) HEADER AND GIRDER SPANSa, b FOR INTERIOR BEARING WALLS (Maximum spans for Douglas Fir-Larch, Hem-Fir, Southern Pine and Spruce-Pine-Firb and required number of jack studs) <\/td>\n<\/tr>\n
341<\/td>\nTABLE 2308.4.2.1(1) FLOOR JOIST SPANS FOR COMMON LUMBER SPECIES (Residential sleeping areas, live load = 30 psf, L\/\u2206= 360) <\/td>\n<\/tr>\n
342<\/td>\nTABLE 2308.4.2.1(1)\u2014continued FLOOR JOIST SPANS FOR COMMON LUMBER SPECIES (Residential sleeping areas, live load = 30 psf, L\/\u2206= 360) <\/td>\n<\/tr>\n
343<\/td>\nTABLE 2308.4.2.1(2) FLOOR JOIST SPANS FOR COMMON LUMBER SPECIES (Residential living areas, live load = 40 psf, L\/\u2206 = 360) <\/td>\n<\/tr>\n
344<\/td>\nTABLE 2308.4.2.1(2)\u2014continued FLOOR JOIST SPANS FOR COMMON LUMBER SPECIES (Residential living areas, live load = 40 psf, L\/\u2206 = 360) <\/td>\n<\/tr>\n
345<\/td>\nFIGURE 2308.4.2.3 CUTTING, NOTCHING AND BORING JOISTS <\/td>\n<\/tr>\n
346<\/td>\nFIGURE 2308.4.4 FRAMING AROUND OPENING <\/td>\n<\/tr>\n
347<\/td>\nFIGURE 2308.4.4.1(1) OPENINGS IN FLOOR AND ROOF DIAPHRAGMS
FIGURE 2308.4.4.1(2) OPENING LIMITATIONS FOR FLOOR AND ROOF DIAPHRAGMS <\/td>\n<\/tr>\n
348<\/td>\nFIGURE 2308.4.4.2 PORTIONS OF FLOOR LEVEL OFFSET VERTICALLY
FIGURE 2308.4.5 JOISTS SUPPORTING PARTITIONS AND HEAVY LOADS <\/td>\n<\/tr>\n
350<\/td>\nTABLE 2308.5.1 SIZE, HEIGHT AND SPACING OF WOOD STUDS <\/td>\n<\/tr>\n
352<\/td>\nFIGURE 2308.5.5.1(1) STUDS AND HEADERS AROUND WALL OPENINGS
FIGURE 2308.5.5.1(2) STUDS AND HEADERS AROUND WALL OPENINGS\u2014BAY WINDOWS <\/td>\n<\/tr>\n
354<\/td>\nFIGURE 2308.5.9 CUTTING, NOTCHING AND BORED HOLES IN STUDS <\/td>\n<\/tr>\n
355<\/td>\nTABLE 2308.5.11 MINIMUM THICKNESS OF WALL SHEATHING <\/td>\n<\/tr>\n
357<\/td>\nFIGURE 2308.6.1 BASIC COMPONENTS OF THE LATERAL BRACING SYSTEM <\/td>\n<\/tr>\n
358<\/td>\nTABLE 2308.6.1a WALL BRACING REQUIREMENTS <\/td>\n<\/tr>\n
359<\/td>\nTABLE 2308.6.3(1) BRACING METHODS <\/td>\n<\/tr>\n
360<\/td>\nTABLE 2308.6.3(1)\u2014continued BRACING METHODS
TABLE 2308.6.3(2) EXPOSED PLYWOOD PANEL SIDING <\/td>\n<\/tr>\n
361<\/td>\nTABLE 2308.6.3(3) WOOD STRUCTURAL PANEL WALL SHEATHINGb (Not Exposed to the Weather, Strength Axis Parallel or Perpendicular to Studs Except as Indicated Below)
TABLE 2308.6.3(4) ALLOWABLE SPANS FOR PARTICLEBOARD WALL SHEATHING (Not Exposed to the Weather, Long Dimension of the Panel Parallel or Perpendicular to Studs)
TABLE 2308.6.3(5) HARDBOARD SIDING <\/td>\n<\/tr>\n
362<\/td>\nFIGURE 2308.6.5.1 ALTERNATE BRACED WALL PANEL (ABW) <\/td>\n<\/tr>\n
363<\/td>\nFIGURE 2308.6.5.2 PORTAL FRAME WITH HOLD-DOWNS (PFH) <\/td>\n<\/tr>\n
365<\/td>\nFIGURE 2308.6.7.2(1) BRACED WALL LINE TOP PLATE CONNECTION <\/td>\n<\/tr>\n
366<\/td>\nFIGURE 2308.6.7.2(2) BRACED WALL PANEL TOP PLATE CONNECTION <\/td>\n<\/tr>\n
367<\/td>\nFIGURE 2308.6.8.2(1) ROOF IN SDC D OR E NOT SUPPORTED ON ALL EDGES <\/td>\n<\/tr>\n
368<\/td>\nFIGURE 2308.6.8.2(2) ROOF EXTENSION IN SDC D OR E BEYOND BRACED WALL LINE
FIGURE 2308.6.8.3 STEPPED FOOTING CONNECTION DETAILS <\/td>\n<\/tr>\n
371<\/td>\nFIGURE 2308.7.3 RAFTER END CUT AT RIDGE
FIGURE 2308.7.3.1 RAFTER TIES <\/td>\n<\/tr>\n
373<\/td>\nTABLE 2308.7.1(1) CEILING JOIST SPANS FOR COMMON LUMBER SPECIES (Uninhabitable Attics Without Storage, Live Load = 10 psf, L\/\u0394 = 240) <\/td>\n<\/tr>\n
374<\/td>\nTABLE 2308.7.1(1)\u2014continued CEILING JOIST SPANS FOR COMMON LUMBER SPECIES (Uninhabitable Attics Without Storage, Live Load = 10 psf, L\/\u0394 = 240) <\/td>\n<\/tr>\n
375<\/td>\nTABLE 2308.7.1(2) CEILING JOIST SPANS FOR COMMON LUMBER SPECIES (Uninhabitable Attics With Limited Storage, Live Load = 20 psf, L\/\u0394 = 240) <\/td>\n<\/tr>\n
376<\/td>\nTABLE 2308.7.1(2)\u2014continued CEILING JOIST SPANS FOR COMMON LUMBER SPECIES (Uninhabitable Attics With Limited Storage, Live Load = 20 psf, L\/\u0394 = 240) <\/td>\n<\/tr>\n
377<\/td>\nTABLE 2308.7.2(1) RAFTER SPANS FOR COMMON LUMBER SPECIES (Roof Live Load = 20 psf, Ceiling Not Attached to Rafters, L\/\u0394 = 180) <\/td>\n<\/tr>\n
378<\/td>\nTABLE 2308.7.2(1)\u2014continued RAFTER SPANS FOR COMMON LUMBER SPECIES (Roof Live Load = 20 psf, Ceiling Not Attached to Rafters, L\/\u0394 = 180) <\/td>\n<\/tr>\n
379<\/td>\nTABLE 2308.7.2(2) RAFTER SPANS FOR COMMON LUMBER SPECIES (Roof Live Load = 20 psf, Ceiling Attached to Rafters, L\/\u0394 = 240) <\/td>\n<\/tr>\n
380<\/td>\nTABLE 2308.7.2(2)\u2014continued RAFTER SPANS FOR COMMON LUMBER SPECIES (Roof Live Load = 20 psf, Ceiling Attached to Rafters, L\/\u0394 = 240) <\/td>\n<\/tr>\n
381<\/td>\nTABLE 2308.7.2(3) RAFTER SPANS FOR COMMON LUMBER SPECIES (Ground Snow Load = 30 psf, Ceiling Not Attached to Rafters, L\/\u0394 = 180) <\/td>\n<\/tr>\n
382<\/td>\nTABLE 2308.7.2(3)\u2014continued RAFTER SPANS FOR COMMON LUMBER SPECIES (Ground Snow Load = 30 psf, Ceiling Not Attached to Rafters, L\/\u0394 = 180) <\/td>\n<\/tr>\n
383<\/td>\nTABLE 2308.7.2(4) RAFTER SPANS FOR COMMON LUMBER SPECIES (Ground Snow Load = 50 psf, Ceiling Not Attached to Rafters, L\/\u0394 = 180) <\/td>\n<\/tr>\n
384<\/td>\nTABLE 2308.7.2(4) RAFTER SPANS FOR COMMON LUMBER SPECIES (Ground Snow Load = 50 psf, Ceiling Not Attached to Rafters, L\/\u0394 = 180) <\/td>\n<\/tr>\n
385<\/td>\nTABLE 2308.7.2(5) RAFTER SPANS FOR COMMON LUMBER SPECIES (Ground Snow Load = 30 psf, Ceiling Attached to Rafters, L\/\u0394 = 240) <\/td>\n<\/tr>\n
386<\/td>\nTABLE 2308.7.2(5)\u2014continued RAFTER SPANS FOR COMMON LUMBER SPECIES (Ground Snow Load = 30 psf, Ceiling Attached to Rafters, L\/\u0394 = 240) <\/td>\n<\/tr>\n
387<\/td>\nTABLE 2308.7.2(6) RAFTER SPANS FOR COMMON LUMBER SPECIES (Ground Snow Load = 50 psf, Ceiling Attached to Rafters, L\/\u0394 = 240) <\/td>\n<\/tr>\n
388<\/td>\nTABLE 2308.7.2(6)\u2014continued RAFTER SPANS FOR COMMON LUMBER SPECIES (Ground Snow Load = 50 psf, Ceiling Attached to Rafters, L\/\u0394 = 240) <\/td>\n<\/tr>\n
389<\/td>\nTABLE 2308.7.3.1 RAFTER TIE CONNECTIONS <\/td>\n<\/tr>\n
390<\/td>\nTABLE 2308.7.5 REQUIRED RATING OF APPROVED UPLIFT CONNECTORS <\/td>\n<\/tr>\n
391<\/td>\nFIGURE 2308.7.7 BRACED RAFTER CONSTRUCTION <\/td>\n<\/tr>\n
392<\/td>\nTABLE 2308.7.12 ALLOWABLE SPANS FOR 2-INCH TONGUE-AND-GROOVE DECKING <\/td>\n<\/tr>\n
393<\/td>\nTABLE 2308.7.12\u2014continued ALLOWABLE SPANS FOR 2-INCH TONGUE-AND-GROOVE DECKING <\/td>\n<\/tr>\n
394<\/td>\nSECTION 2309 WOOD FRAME CONSTRUCTION MANUAL
BIBLIOGRAPHY <\/td>\n<\/tr>\n
396<\/td>\nCHAPTER 24: GLASS AND GLAZING
GENERAL COMMENTS <\/td>\n<\/tr>\n
397<\/td>\nPURPOSE
SECTION 2401 GENERAL <\/td>\n<\/tr>\n
398<\/td>\nSECTION 2402 DEFINITIONS
SECTION 2403 GENERAL REQUIREMENTS FOR GLASS
FIGURE 2403.1 EXAMPLE IDENTIFYING MARK <\/td>\n<\/tr>\n
400<\/td>\nSECTION 2404 WIND, SNOW, SEISMIC AND DEAD LOADS ON GLASS
EQUATION 24-1
EQUATION 24-2
EQUATION 24-3 <\/td>\n<\/tr>\n
401<\/td>\nEQUATION 24-4
EQUATION 24-5
EQUATION 24-6
EQUATION 24-7 <\/td>\n<\/tr>\n
402<\/td>\nEQUATION 24-8
EQUATION 24-9
EQUATION 24-10
EQUATION 24-11 <\/td>\n<\/tr>\n
403<\/td>\nEQUATION 24-12
SECTION 2405 SLOPED GLAZING AND SKYLIGHTS <\/td>\n<\/tr>\n
405<\/td>\nFIGURE 2405.3(1) FULLY TEMPERED GLAZING\u201430\u00b0 MAXIMUM SLOPE <\/td>\n<\/tr>\n
406<\/td>\nFIGURE 2405.3(2) INACCESSIBLE AREA UNDER SLOPED GLAZING <\/td>\n<\/tr>\n
407<\/td>\nEQUATION 24-13
EQUATION 24-14
EQUATION 24-15 <\/td>\n<\/tr>\n
408<\/td>\nSECTION 2406 SAFETY GLAZING <\/td>\n<\/tr>\n
409<\/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
410<\/td>\nFIGURE 2406.4.1 EXAMPLES OF DOORS REQUIRING SAFETY GLAZING <\/td>\n<\/tr>\n
412<\/td>\nFIGURE 2406.4.2(1) SAFETY GLAZING IN CLOSE PROXIMITY TO DOORS <\/td>\n<\/tr>\n
413<\/td>\nFIGURE 2406.4.2(2) SAFETY GLAZING AT FULL-HEIGHT INTERVENING WALL <\/td>\n<\/tr>\n
414<\/td>\nFIGURE 2406.4.2(3) SAFETY GLAZING AT INTERMEDIATE-HEIGHT INTERVENING WALL <\/td>\n<\/tr>\n
415<\/td>\nFIGURE 2406.4.3(1) FIXED OR OPERABLE GLAZED OPENING
FIGURE 2406.4.3(2) HORIZONTAL RAIL AT GLAZED OPENINGS <\/td>\n<\/tr>\n
416<\/td>\nFIGURE 2406.4.3(3) ELEVATED GLAZED OPENINGS <\/td>\n<\/tr>\n
417<\/td>\nFIGURE 2406.4.5(1) SAFETY GLAZING AT WET SURFACES <\/td>\n<\/tr>\n
418<\/td>\nFIGURE 2406.4.5(2) GLAZING IN POOL ENCLOSURE <\/td>\n<\/tr>\n
419<\/td>\nSECTION 2407 GLASS IN HANDRAILS AND GUARDS
FIGURE 2407.1 GLASS GUARDS <\/td>\n<\/tr>\n
420<\/td>\nSECTION 2408 GLAZING IN ATHLETIC FACILITIES <\/td>\n<\/tr>\n
421<\/td>\nSECTION 2409 GLASS IN WALKWAYS, ELEVATOR HOISTWAYS AND ELEVATOR CARS <\/td>\n<\/tr>\n
422<\/td>\nBIBLIOGRAPHY <\/td>\n<\/tr>\n
424<\/td>\nCHAPTER 25: GYPSUM BOARD, GYPSUM PANEL PRODUCTS AND PLASTER
GENERAL COMMENTS
PURPOSE
SECTION 2501 GENERAL <\/td>\n<\/tr>\n
425<\/td>\nSECTION 2502 DEFINITIONS
SECTION 2503 INSPECTION
SECTION 2504 VERTICAL AND HORIZONTAL ASSEMBLIES <\/td>\n<\/tr>\n
426<\/td>\nSECTION 2505 SHEAR WALL CONSTRUCTION <\/td>\n<\/tr>\n
427<\/td>\nFIGURE 2504.1.2(1) STUDLESS PLASTER PARTITION WITH GYPSUM BOARD LATH
SECTION 2506 GYPSUM BOARD AND GYPSUM PANEL PRODUCT MATERIALS <\/td>\n<\/tr>\n
428<\/td>\nFIGURE 2504.1.2(2) STUDLESS PLASTER PARTITION WITH RIBBED METAL LATH <\/td>\n<\/tr>\n
429<\/td>\nTABLE 2506.2 GYPSUM BOARD AND GYPSUM PANEL PRODUCTS MATERIALS AND ACCESSORIES
SECTION 2507 LATHING AND PLASTERING <\/td>\n<\/tr>\n
430<\/td>\nTABLE 2507.2 LATH, PLASTERING MATERIALS AND ACCESSORIES
SECTION 2508 GYPSUM CONSTRUCTION <\/td>\n<\/tr>\n
431<\/td>\nTABLE 2508.1 INSTALLATION OF GYPSUM CONSTRUCTION <\/td>\n<\/tr>\n
433<\/td>\nTABLE 2508.5 SHEAR CAPACITY FOR HORIZONTAL WOOD-FRAME GYPSUM BOARD DIAPHRAGM CEILING ASSEMBLIES <\/td>\n<\/tr>\n
434<\/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
435<\/td>\nFIGURE 2508.5.3 PERIMETER BLOCKING
SECTION 2509 SHOWERS AND WATER CLOSETS <\/td>\n<\/tr>\n
436<\/td>\nTABLE 2509.2 BACKERBOARD MATERIALS
SECTION 2510 LATHING AND FURRING FOR CEMENT PLASTER (STUCCO) <\/td>\n<\/tr>\n
437<\/td>\nFIGURE 2510.5 THREE-COAT PLASTER ON UNSHEATHED EXTERIOR STUD WALL <\/td>\n<\/tr>\n
439<\/td>\nSECTION 2511 INTERIOR PLASTER <\/td>\n<\/tr>\n
440<\/td>\nTABLE 2511.1.1 INSTALLATION OF PLASTER CONSTRUCTION
FIGURE 2511.1(1) THREE-COAT PLASTER ON INTERIOR STUD WALL <\/td>\n<\/tr>\n
441<\/td>\nFIGURE 2511.1(2) TWO-COAT PLASTER ON INTERIOR STUD WALL <\/td>\n<\/tr>\n
442<\/td>\nSECTION 2512 EXTERIOR PLASTER
FIGURE 2512.1 THREE-COAT PLASTER ON EXTERIOR STUD WALL <\/td>\n<\/tr>\n
443<\/td>\nFIGURE 2512.1.2 WEEP SCREED FOR EXTERIOR PLASTER ON STUD WALL AT SLAB ON GRADE <\/td>\n<\/tr>\n
444<\/td>\nTABLE 2512.6 CEMENT PLASTERS <\/td>\n<\/tr>\n
445<\/td>\nSECTION 2513 EXPOSED AGGREGATE PLASTER <\/td>\n<\/tr>\n
446<\/td>\nSECTION 2514 REINFORCED GYPSUM CONCRETE <\/td>\n<\/tr>\n
447<\/td>\nBIBLIOGRAPHY <\/td>\n<\/tr>\n
448<\/td>\nCHAPTER 26: PLASTIC
GENERAL COMMENTS
PURPOSE <\/td>\n<\/tr>\n
449<\/td>\nSECTION 2601 GENERAL
SECTION 2602 DEFINITIONS
SECTION 2603 FOAM PLASTIC INSULATION <\/td>\n<\/tr>\n
450<\/td>\nFIGURE 2603.1 FOAM PLASTIC COMPLIANCE <\/td>\n<\/tr>\n
454<\/td>\nFIGURE 2603.4.1.6 FOAM PLASTIC, ATTIC AND CRAWL SPACES <\/td>\n<\/tr>\n
459<\/td>\nFIGURE 2603.4.1.13 FOAM PLASTIC SPRAY APPLIED TO SILL PLATE AND HEADER <\/td>\n<\/tr>\n
460<\/td>\nFIGURE 2603.8T ERMITE INFESTATION PROBABILITY MAP <\/td>\n<\/tr>\n
461<\/td>\nTABLE 2603.12.1 CLADDING MINIMUM FASTENING REQUIREMENTS FOR DIRECT ATTACHMENT OVER FOAM PLASTIC SHEATHING TO SUPPORT CLADDING WEIGHT <\/td>\n<\/tr>\n
462<\/td>\nSECTION 2604 INTERIOR FINISH AND TRIM
TABLE 2603.12.2 FURRING MINIMUM FASTENING REQUIREMENTS FOR APPLICATION OVER FOAM PLASTIC SHEATHING TO SUPPORT CLADDING WEIGHT <\/td>\n<\/tr>\n
463<\/td>\nSECTION 2605 PLASTIC VENEER
SECTION 2606 LIGHT-TRANSMITTING PLASTICS <\/td>\n<\/tr>\n
466<\/td>\nSECTION 2607 LIGHT-TRANSMITTING PLASTIC WALL PANELS <\/td>\n<\/tr>\n
467<\/td>\nTABLE 2607.4 AREA LIMITATION AND SEPARATION REQUIREMENTS FOR LIGHT-TRANSMITTING PLASTIC WALL PANELSa <\/td>\n<\/tr>\n
468<\/td>\nFIGURE 2607.4 FLAME BARRIER\u2014EXCEPTION 1 SECTION 2607.4
SECTION 2608 LIGHT-TRANSMITTING PLASTIC GLAZING <\/td>\n<\/tr>\n
469<\/td>\nSECTION 2609 LIGHT-TRANSMITTING PLASTIC ROOF PANELS <\/td>\n<\/tr>\n
470<\/td>\nFIGURE 2609.2 PLASTIC ROOF PANEL SEPARATION FROM OTHER PANELS <\/td>\n<\/tr>\n
471<\/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
472<\/td>\nSECTION 2610 LIGHT-TRANSMITTING PLASTIC SKYLIGHT GLAZING <\/td>\n<\/tr>\n
473<\/td>\nSECTION 2611 LIGHT-TRANSMITTING PLASTIC INTERIOR SIGNS <\/td>\n<\/tr>\n
474<\/td>\nFIGURE 2611.3(1) MAXIMUM AREA OF LIGHT-TRANSMITTING PLASTIC SIGNS\u2014EXAMPLE 1
SECTION 2612 PLASTIC COMPOSITES <\/td>\n<\/tr>\n
475<\/td>\nFIGURE 2611.3(2) MAXIMUM AREA OF LIGHT-TRANSMITTING PLASTIC SIGNS\u2014EXAMPLE 2 <\/td>\n<\/tr>\n
476<\/td>\nSECTION 2613 FIBER-REINFORCED POLYMER <\/td>\n<\/tr>\n
478<\/td>\nSECTION 2614 REFLECTIVE PLASTIC CORE INSULATION
BIBLIOGRAPHY <\/td>\n<\/tr>\n
480<\/td>\nCHAPTER 27: ELECTRICAL
GENERAL COMMENTS
PURPOSE
SECTION 2701 GENERAL
SECTION 2702 EMERGENCY AND STANDBY POWER SYSTEMS <\/td>\n<\/tr>\n
484<\/td>\nCHAPTER 28: MECHANICAL SYSTEMS
GENERAL COMMENTS
PURPOSE
SECTION 2801 GENERAL <\/td>\n<\/tr>\n
485<\/td>\nFIGURE 2801.1 EXAMPLE LABELS <\/td>\n<\/tr>\n
486<\/td>\nCHAPTER 29: PLUMBING SYSTEMS
GENERAL COMMENTS
PURPOSE
SECTION 2901 GENERAL
SECTION 2902 MINIMUM PLUMBING FACILITIES <\/td>\n<\/tr>\n
489<\/td>\n[P] TABLE 2902.1 MINIMUM NUMBER OF REQUIRED PLUMBING FIXTURESa (See Sections 2902.1.1 and 2902.2) <\/td>\n<\/tr>\n
490<\/td>\n[P] TABLE 2902.1\u2014(continued) MINIMUM NUMBER OF REQUIRED PLUMBING FIXTURES (See Sections 2902.1.1 and 2902.2) <\/td>\n<\/tr>\n
491<\/td>\n[P] TABLE 2902.1\u2014continued MINIMUM NUMBER OF REQUIRED PLUMBING FIXTURES (See Sections 2902.1.1 and 2902.2) <\/td>\n<\/tr>\n
494<\/td>\nFIGURE 2902.1.1(1) SOLUTION SUMMARY FOR SAMPLE PROBLEM 1 <\/td>\n<\/tr>\n
495<\/td>\nFIGURE 2902.1.1(2) SOLUTION SUMMARY FOR SAMPLE PROBLEM 2 <\/td>\n<\/tr>\n
497<\/td>\nFIGURE 2902.1.1(3) SOLUTION SUMMARY FOR SAMPLE PROBLEM 3
FIGURE 2902.1.1(4) SOLUTION SUMMARY FOR SAMPLE PROBLEM 4
FIGURE 2902.1.1(5) BUILDING PLUMBING FIXTURE TOTALS FOR SAMPLE PROBLEM 4 <\/td>\n<\/tr>\n
499<\/td>\nFIGURE 2902.3(1) RESTAURANT ENTRY SIGN <\/td>\n<\/tr>\n
500<\/td>\nFIGURE 2902.3(2) QUICK TRANSACTION CUSTOMER AREA <\/td>\n<\/tr>\n
501<\/td>\nFIGURE 2902.3.1(1) CUSTOMER TOILET ACCESS <\/td>\n<\/tr>\n
502<\/td>\nFIGURE 2902.3.1(2) WALK-UP ICE CREAM SHOP WITH OUTDOOR SEATING <\/td>\n<\/tr>\n
504<\/td>\nBIBLIOGRAPHY <\/td>\n<\/tr>\n
506<\/td>\nCHAPTER 30: ELEVATORS AND CONVEYING SYSTEMS
GENERAL COMMENTS
PURPOSE
SECTION 3001 GENERAL <\/td>\n<\/tr>\n
507<\/td>\nSECTION 3002 HOISTWAY ENCLOSURES <\/td>\n<\/tr>\n
509<\/td>\nFIGURE 3002.3 ELEVATOR CORRIDOR CALL STATION PICTOGRAPH <\/td>\n<\/tr>\n
510<\/td>\nFIGURE 3002.4(a) EXAMPLES: ELEVATOR CAR SIZING\u20143,500 lb PASSENGER ELEVATOR <\/td>\n<\/tr>\n
511<\/td>\nFIGURE 3002.4(b) EXAMPLES: ELEVATOR CAR SIZING\u20144,000 lb PASSENGER ELEVATOR
FIGURE 3002.6 ADDITIONAL DOOR IN FRONT OF HOISTWAY <\/td>\n<\/tr>\n
512<\/td>\nSECTION 3003 EMERGENCY OPERATIONS <\/td>\n<\/tr>\n
514<\/td>\nSECTION 3004 CONVEYING SYSTEMS <\/td>\n<\/tr>\n
515<\/td>\nFIGURE 3004.2.1 DRAFT AND SPRINKLER WATER CURTAIN <\/td>\n<\/tr>\n
516<\/td>\nSECTION 3005 MACHINE ROOMS <\/td>\n<\/tr>\n
517<\/td>\nFIGURE 3005.4 EXCEPTIONS, MACHINE ROOM FIRE RESISTANCE
SECTION 3006 ELEVATOR LOBBIES AND HOISTWAY OPENING PROTECTION <\/td>\n<\/tr>\n
520<\/td>\nSECTION 3007 FIRE SERVICE ACCESS ELEVATOR <\/td>\n<\/tr>\n
522<\/td>\nFIGURE 3007.6 LOBBY COMPARISON TABLE\u2014FIRE SERVICES ACCESS ELEVATORS AND OCCUPANT EVACUATION ELEVATORS <\/td>\n<\/tr>\n
524<\/td>\nFIGURE 3007.6.5 FIRE SERVICE ACCESS ELEVATOR SYMBOL <\/td>\n<\/tr>\n
525<\/td>\nSECTION 3008 OCCUPANT EVACUATION ELEVATORS <\/td>\n<\/tr>\n
530<\/td>\nBIBLIOGRAPHY <\/td>\n<\/tr>\n
532<\/td>\nCHAPTER 31: SPECIAL CONSTRUCTION
GENERAL COMMENTS
PURPOSE
SECTION 3101 GENERAL
SECTION 3102 MEMBRANE STRUCTURES <\/td>\n<\/tr>\n
535<\/td>\nFIGURE 3102.6.1 NONCOMBUSTIBLE AND FLAME-RESISTANT MEMBRANE CONSTRUCTION <\/td>\n<\/tr>\n
537<\/td>\nSECTION 3103 TEMPORARY STRUCTURES <\/td>\n<\/tr>\n
538<\/td>\nSECTION 3104 PEDESTRIAN WALKWAYS AND TUNNELS
FIGURE 3104 EXAMPLE\u2014PEDESTRIAN WALKWAY <\/td>\n<\/tr>\n
540<\/td>\nFIGURE 3104.5.1 PEDESTRIAN WALKWAY\u2014BUILDING INTERFACE <\/td>\n<\/tr>\n
541<\/td>\nFIGURE 3104.5.2 ALTERNATIVE SEPARATION <\/td>\n<\/tr>\n
542<\/td>\nFIGURE 3104.5.3(1) OPEN SIDES ON PEDESTRIAN WALKWAY (NONSPRINKLERED) <\/td>\n<\/tr>\n
543<\/td>\nFIGURE 3104.5.3(2) OPEN SIDES ON PEDESTRIAN WALKWAY (SPRINKLERED) <\/td>\n<\/tr>\n
544<\/td>\nFIGURE 3104.5.4 EXTERIOR WALLS GREATER THAN 2 HOURS
SECTION 3105 AWNINGS AND CANOPIES <\/td>\n<\/tr>\n
545<\/td>\nFIGURE 3104.10 TUNNELED WALKWAY
FIGURE 3105.1(1) EXAMPLE\u2014CANOPY
FIGURE 3105.1(2) EXAMPLE\u2014CANOPY STRUCTURE <\/td>\n<\/tr>\n
546<\/td>\nFIGURE 3105.1(3) EXAMPLE\u2014AWNING
SECTION 3106 MARQUEES <\/td>\n<\/tr>\n
547<\/td>\nFIGURE 3106.1(1) EXAMPLE\u2014MARQUEE
FIGURE 3106.1(2) EXAMPLE\u2014MARQUEE
SECTION 3107 SIGNS <\/td>\n<\/tr>\n
548<\/td>\nFIGURE 3106.2 PERMISSIBLE PROJECTION, HEIGHT AND CLEARANCES FOR MARQUEES <\/td>\n<\/tr>\n
549<\/td>\nSECTION 3108 TELECOMMUNICATION AND BROADCAST TOWERS
SECTION 3109 SWIMMING POOL ENCLOSURES AND SAFETY DEVICES
SECTION 3110 AUTOMATIC VEHICULAR GATES <\/td>\n<\/tr>\n
550<\/td>\nSECTION 3111 PHOTOVOLTAIC PANELS AND MODULES
BIBLIOGRAPHY <\/td>\n<\/tr>\n
552<\/td>\nCHAPTER 32: ENCROACHMENTS INTO THE PUBLIC RIGHT-OF-WAY
GENERAL COMMENTS
PURPOSE
SECTION 3201 GENERAL <\/td>\n<\/tr>\n
553<\/td>\nSECTION 3202 ENCROACHMENTS
FIGURE 3202.1.1 ENCROACHMENT BELOW GRADE
FIGURE 3202.1.3 AREAWAYS <\/td>\n<\/tr>\n
554<\/td>\nFIGURE 3202.2.1 STEPS <\/td>\n<\/tr>\n
555<\/td>\nFIGURE 3202.2.3 AWNINGS <\/td>\n<\/tr>\n
556<\/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
558<\/td>\nCHAPTER 33: SAFEGUARDS DURING CONSTRUCTION
GENERAL COMMENTS
PURPOSE
SECTION 3301 GENERAL
SECTION 3302 CONSTRUCTION SAFEGUARDS <\/td>\n<\/tr>\n
559<\/td>\nSECTION 3303 DEMOLITION <\/td>\n<\/tr>\n
560<\/td>\nSECTION 3304 SITE WORK
SECTION 3305 SANITARY
SECTION 3306 PROTECTION OF PEDESTRIANS <\/td>\n<\/tr>\n
561<\/td>\nTABLE 3306.1 PROTECTION OF PEDESTRIANS <\/td>\n<\/tr>\n
563<\/td>\nSECTION 3307 PROTECTION OF ADJOINING PROPERTY
SECTION 3308 TEMPORARY USE OF STREETS, ALLEYS AND PUBLIC PROPERTY <\/td>\n<\/tr>\n
564<\/td>\nSECTION 3309 FIRE EXTINGUISHERS
SECTION 3310 MEANS OF EGRESS
SECTION 3311 STANDPIPES <\/td>\n<\/tr>\n
565<\/td>\nSECTION 3312 AUTOMATIC SPRINKLER SYSTEM
SECTION 3313 WATER SUPPLY FOR FIRE PROTECTION
BIBLIOGRAPHY <\/td>\n<\/tr>\n
566<\/td>\nCHAPTER 34: RESERVED <\/td>\n<\/tr>\n
568<\/td>\nCHAPTER 35: REFERENCED STANDARDS
GENERAL COMMENTS
PURPOSE <\/td>\n<\/tr>\n
569<\/td>\nFIGURE 35 REFERENCED STANDARD <\/td>\n<\/tr>\n
570<\/td>\nAA
AAMA
ACI <\/td>\n<\/tr>\n
571<\/td>\nAISC
AISI
ALI <\/td>\n<\/tr>\n
572<\/td>\nAMCA
ANSI
APA <\/td>\n<\/tr>\n
573<\/td>\nAPSP
ASABE
ASCE\/SEI <\/td>\n<\/tr>\n
574<\/td>\nASME
ASSE
ASTM <\/td>\n<\/tr>\n
581<\/td>\nAWC
AWCI
AWPA <\/td>\n<\/tr>\n
582<\/td>\nAWS
BHMA
CEN
CGSB
CPA <\/td>\n<\/tr>\n
583<\/td>\nCPSC
CSA
CSSB
DASMA <\/td>\n<\/tr>\n
584<\/td>\nDOC
DOL
DOTn
FEMA <\/td>\n<\/tr>\n
585<\/td>\nFM
GA
HPVA
ICC <\/td>\n<\/tr>\n
586<\/td>\nISO
MHI <\/td>\n<\/tr>\n
587<\/td>\nNAAMM
NCMA
NFPA <\/td>\n<\/tr>\n
588<\/td>\nPCI <\/td>\n<\/tr>\n
589<\/td>\nPTI
RMI
SBCA
SDI
SJI <\/td>\n<\/tr>\n
590<\/td>\nSPRI
TIA
TMS
TPI
UL <\/td>\n<\/tr>\n
592<\/td>\nULC
USC
WCLIB <\/td>\n<\/tr>\n
593<\/td>\nWDMA
WRI <\/td>\n<\/tr>\n
594<\/td>\nAPPENDIX A: EMPLOYEE QUALIFICATIONS
GENERAL COMMENTS
PURPOSE
SECTION A101 BUILDING OFFICIAL QUALIFICATIONS <\/td>\n<\/tr>\n
595<\/td>\nSECTION A102 REFERENCED STANDARDS <\/td>\n<\/tr>\n
596<\/td>\nAPPENDIX B: BOARD OF APPEALS
\n
GENERAL COMMENTS
PURPOSE
SECTION B101 GENERAL <\/td>\n<\/tr>\n
600<\/td>\nAPPENDIX C: GROUP U-AGRICULTURAL BUILDINGS
GENERAL COMMENTS
PURPOSE
SECTION C101 GENERAL <\/td>\n<\/tr>\n
601<\/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
602<\/td>\nSECTION C103 MIXED OCCUPANCIES
SECTION C104 EXITS <\/td>\n<\/tr>\n
604<\/td>\nAPPENDIX D: FIRE DISTRICTS
GENERAL COMMENTS
PURPOSE
SECTION D101 GENERAL <\/td>\n<\/tr>\n
605<\/td>\nFIGURE D101.2.1 EXAMPLE OF FIRE DISTRICTS <\/td>\n<\/tr>\n
606<\/td>\nFIGURE D101.2.2 BUFFER ZONES
SECTION D102 BUILDING RESTRICTIONS <\/td>\n<\/tr>\n
607<\/td>\nFIGURE D101.2.3 ADDING ADJACENT BLOCKS <\/td>\n<\/tr>\n
609<\/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
610<\/td>\nFIGURE D104 BUILDINGS PARTIALLY WITHIN FIRE DISTRICTS
SECTION D106 REFERENCED STANDARDS
BIBLIOGRAPHY <\/td>\n<\/tr>\n
612<\/td>\nAPPENDIX E: SUPPLEMENTARY ACCESSIBILITY REQUIREMENTS
GENERAL COMMENTS
PURPOSE <\/td>\n<\/tr>\n
613<\/td>\nSECTION E101 GENERAL
SECTION E102 DEFINITIONS
SECTION E103 ACCESSIBLE ROUTE
SECTION E104 SPECIAL OCCUPANCIES <\/td>\n<\/tr>\n
614<\/td>\nTABLE E104.2.1 DWELLING OR SLEEPING UNITS WITH ACCESSIBLE COMMUNICATION FEATURES <\/td>\n<\/tr>\n
615<\/td>\nSECTION E105 OTHER FEATURES AND FACILITIES <\/td>\n<\/tr>\n
616<\/td>\nSECTION E106 TELEPHONES
TABLE E106.2 WHEELCHAIR-ACCESSIBLE TELEPHONES <\/td>\n<\/tr>\n
617<\/td>\nFIGURE E106.4 EXAMPLE OF TELEPHONE WITH TTY <\/td>\n<\/tr>\n
618<\/td>\nSECTION E107 SIGNAGE <\/td>\n<\/tr>\n
619<\/td>\nFIGURE E107.2 EXAMPLE OF ROOM DESIGNATION SIGNAGE
FIGURE E107.3 EXAMPLE OF DIRECTIONAL SIGNAGE <\/td>\n<\/tr>\n
620<\/td>\nSECTION E108 BUS STOPS <\/td>\n<\/tr>\n
621<\/td>\nSECTION E109 TRANSPORTATION FACILITIES AND STATIONS <\/td>\n<\/tr>\n
622<\/td>\nSECTION E110 AIRPORTS <\/td>\n<\/tr>\n
623<\/td>\nSECTION E111 REFERENCED STANDARDS
BIBILIOGRAPHY <\/td>\n<\/tr>\n
624<\/td>\nAPPENDIX F: RODENTPROOFING
GENERAL COMMENTS
PURPOSE
SECTION F101 GENERAL <\/td>\n<\/tr>\n
626<\/td>\nAPPENDIX G: FLOOD-RESISTANT CONSTRUCTION
GENERAL COMMENTS
PURPOSE
SECTION G101 ADMINISTRATION <\/td>\n<\/tr>\n
627<\/td>\nSECTION G102 APPLICABILITY <\/td>\n<\/tr>\n
628<\/td>\nSECTION G103 POWERS AND DUTIES <\/td>\n<\/tr>\n
631<\/td>\nSECTION G104 PERMITS <\/td>\n<\/tr>\n
632<\/td>\nSECTION G105 VARIANCES <\/td>\n<\/tr>\n
634<\/td>\nSECTION G201 DEFINITIONS <\/td>\n<\/tr>\n
635<\/td>\nSECTION G301 SUBDIVISIONS <\/td>\n<\/tr>\n
636<\/td>\nSECTION G401 SITE IMPROVEMENT <\/td>\n<\/tr>\n
637<\/td>\nSECTION G501 MANUFACTURED HOMES <\/td>\n<\/tr>\n
639<\/td>\nSECTION G601 RECREATIONAL VEHICLES
SECTION G701 TANKS
SECTION G801 OTHER BUILDING WORK <\/td>\n<\/tr>\n
640<\/td>\nSECTION G901 TEMPORARY STRUCTURES AND TEMPORARY STORAGE
SECTION G1001 UTILITY AND MISCELLANEOUS GROUP U <\/td>\n<\/tr>\n
641<\/td>\nSECTION G1101 REFERENCED STANDARDS
BIBLIOGRAPHY <\/td>\n<\/tr>\n
644<\/td>\nAPPENDIX H: SIGNS
GENERAL COMMENTS
PURPOSE
SECTION H101 GENERAL <\/td>\n<\/tr>\n
645<\/td>\nSECTION H102 DEFINITIONS <\/td>\n<\/tr>\n
646<\/td>\nSECTION H103 LOCATION
SECTION H104 IDENTIFICATION
SECTION H105 DESIGN AND CONSTRUCTION <\/td>\n<\/tr>\n
647<\/td>\nSECTION H106 ELECTRICAL
SECTION H107 COMBUSTIBLE MATERIALS <\/td>\n<\/tr>\n
648<\/td>\nSECTION H108 ANIMATED DEVICES
SECTION H109 GROUND SIGNS <\/td>\n<\/tr>\n
649<\/td>\nSECTION H110 ROOF SIGNS <\/td>\n<\/tr>\n
650<\/td>\nSECTION H111 WALL SIGNS
SECTION H112 PROJECTING SIGNS <\/td>\n<\/tr>\n
651<\/td>\nSECTION H113 MARQUEE SIGNS
SECTION H114 PORTABLE SIGNS <\/td>\n<\/tr>\n
652<\/td>\nTABLE 4-A SIZE, THICKNESS AND TYPE OF GLASS PANELS IN SIGNS
TABLE 4-B THICKNESS OF PROJECTION SIGN
SECTION H115 REFERENCED STANDARDS <\/td>\n<\/tr>\n
654<\/td>\nAPPENDIX I: PATIO COVERS
GENERAL COMMENTS
PURPOSE
SECTION I101 GENERAL
SECTION I102 DEFINITION
SECTION I103 EXTERIOR WALLS AND OPENINGS <\/td>\n<\/tr>\n
655<\/td>\nSECTION I104 HEIGHT
SECTION I105 STRUCTURAL PROVISIONS <\/td>\n<\/tr>\n
656<\/td>\nAPPENDIX J: GRADING
GENERAL COMMENTS
PURPOSE
SECTION J101 GENERAL
SECTION J102 DEFINITIONS <\/td>\n<\/tr>\n
657<\/td>\nSECTION J103 PERMITS REQUIRED
SECTION J104 PERMIT APPLICATION AND SUBMITTALS <\/td>\n<\/tr>\n
658<\/td>\nSECTION J105 INSPECTIONS
SECTION J106 EXCAVATIONS <\/td>\n<\/tr>\n
659<\/td>\nSECTION J107 FILLS
FIGURE J107.3 BENCHING DETAILS <\/td>\n<\/tr>\n
660<\/td>\nSECTION J108 SETBACKS
FIGURE J108.1 DRAINAGE DIMENSIONS <\/td>\n<\/tr>\n
661<\/td>\nSECTION J109 DRAINAGE AND TERRACING
SECTION J110 EROSION CONTROL <\/td>\n<\/tr>\n
662<\/td>\nSECTION J111 REFERENCED STANDARDS
BIBLIOGRAPHY <\/td>\n<\/tr>\n
664<\/td>\nAPPENDIX K: ADMINISTRATIVE PROVISIONS
SECTION K101 GENERAL
SECTION K102 APPLICABILITY
SECTION K103 PERMITS <\/td>\n<\/tr>\n
665<\/td>\nSECTION K104 CONSTRUCTION DOCUMENTS
SECTION K105 ALTERNATIVE ENGINEERED DESIGN
SECTION K106 REQUIRED INSPECTIONS
SECTION K107 PREFABRICATED CONSTRUCTION <\/td>\n<\/tr>\n
666<\/td>\nSECTION K108 TESTING
SECTION K109 RECONNECTION
SECTION K110 CONDEMNING ELECTRICAL SYSTEMS
SECTION K111 ELECTRICAL PROVISIONS <\/td>\n<\/tr>\n
668<\/td>\nAPPENDIX L: EARTHQUAKE RECORDING INSTRUMENTATION
GENERAL COMMENTS
PURPOSE
SECTION L101 GENERAL <\/td>\n<\/tr>\n
670<\/td>\nAPPENDIX M: TSUNAMI-GENERATED FLOOD HAZARD
GENERAL COMMENTS <\/td>\n<\/tr>\n
671<\/td>\nPURPOSE
SECTION M101 TSUNAMI-GENERATED FLOOD HAZARD <\/td>\n<\/tr>\n
673<\/td>\nSECTION M102 REFERENCED STANDARDS
BIBLIOGRAPHY <\/td>\n<\/tr>\n
674<\/td>\nINDEX <\/td>\n<\/tr>\n
712<\/td>\nICC MEMBERSHIP <\/td>\n<\/tr>\n
713<\/td>\nICC PLAN REVIEW SERVICES <\/td>\n<\/tr>\n
714<\/td>\n2015 I-CODES ESSENTIALS <\/td>\n<\/tr>\n
715<\/td>\nGET IMMEDIATE DOWNLOADS <\/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>\n2015<\/td>\n715<\/td>\n<\/tr>\n<\/tbody>\n<\/table>\n","protected":false},"featured_media":175831,"template":"","meta":{"rank_math_lock_modified_date":false,"ep_exclude_from_search":false},"product_cat":[2670],"product_tag":[],"class_list":{"0":"post-175828","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\/175828","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\/175831"}],"wp:attachment":[{"href":"https:\/\/pdfstandards.shop\/wp-json\/wp\/v2\/media?parent=175828"}],"wp:term":[{"taxonomy":"product_cat","embeddable":true,"href":"https:\/\/pdfstandards.shop\/wp-json\/wp\/v2\/product_cat?post=175828"},{"taxonomy":"product_tag","embeddable":true,"href":"https:\/\/pdfstandards.shop\/wp-json\/wp\/v2\/product_tag?post=175828"}],"curies":[{"name":"wp","href":"https:\/\/api.w.org\/{rel}","templated":true}]}}