{"id":403862,"date":"2024-10-20T05:08:08","date_gmt":"2024-10-20T05:08:08","guid":{"rendered":"https:\/\/pdfstandards.shop\/product\/uncategorized\/icc-ibc-commentary-volume-2-2021-1stptg\/"},"modified":"2024-10-26T09:10:32","modified_gmt":"2024-10-26T09:10:32","slug":"icc-ibc-commentary-volume-2-2021-1stptg","status":"publish","type":"product","link":"https:\/\/pdfstandards.shop\/product\/publishers\/icc\/icc-ibc-commentary-volume-2-2021-1stptg\/","title":{"rendered":"ICC IBC Commentary Volume 2 2021 1stptg"},"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 2021 International Building Code\u00ae (IBC\u00ae). The commentary series is presented in an easy-to-understand format. Every chapter begins with “General Comments” and “Purpose” sections followed by code and commentary to subsequent sections, tables and figures. This in-depth publication focuses on providing the full meaning and implications of the 2021 IBC\u00ae. The commentaries are designed to suggest the most effective method of application, and the consequences of not adhering to the code. This is an excellent reference for code officials, engineers, architects, inspectors, plans examiners, contractors and anyone who needs a better understanding of the 2021 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\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>\n2021 IBC\u00ae CODE AND COMMENTARY VOLUME 2 <\/td>\n<\/tr>\n
2<\/td>\n2021 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 NOTATIONS <\/td>\n<\/tr>\n
9<\/td>\nSECTION 1603 CONSTRUCTION DOCUMENTS <\/td>\n<\/tr>\n
11<\/td>\nSECTION 1604 GENERAL DESIGN REQUIREMENTS <\/td>\n<\/tr>\n
13<\/td>\nTABLE 1604.3 DEFLECTION LIMITS <\/td>\n<\/tr>\n
16<\/td>\nTABLE 1604.5 RISK CATEGORY OF BUILDINGS AND OTHER STRUCTURES <\/td>\n<\/tr>\n
19<\/td>\nSECTION 1605 LOAD COMBINATIONS <\/td>\n<\/tr>\n
20<\/td>\nEQUATION 16-1
EQUATION 16-2
EQUATION 16-3
EQUATION 16-4
EQUATION 16-5
EQUATION 16-6
SECTION 1606 DEAD LOADS <\/td>\n<\/tr>\n
21<\/td>\nSECTION 1607 LIVE LOADS <\/td>\n<\/tr>\n
22<\/td>\nTABLE 1607.1 MINIMUM UNIFORMLY DISTRIBUTED LIVE LOADS, L0, AND MINIMUM CONCENTRATED LIVE LOADS <\/td>\n<\/tr>\n
23<\/td>\nTABLE 1607.1\u2014continued MINIMUM UNIFORMLY DISTRIBUTED LIVE LOADS, L0, AND MINIMUM CONCENTRATED LIVE LOADS <\/td>\n<\/tr>\n
24<\/td>\nTABLE 1607.1\u2014continued MINIMUM UNIFORMLY DISTRIBUTED LIVE LOADS, L0, AND MINIMUM CONCENTRATED LIVE LOADS <\/td>\n<\/tr>\n
26<\/td>\nCOMMENTARY FIGURE 1607.9.1 HANDRAIL DESIGN LOAD <\/td>\n<\/tr>\n
27<\/td>\nCOMMENTARY FIGURE 1607.9.1.2 COMPONENT DESIGN LOAD
COMMENTARY FIGURE 1607.10 VEHICLE BARRIER REQUIREMENTS <\/td>\n<\/tr>\n
28<\/td>\nEQUATION 16-7 <\/td>\n<\/tr>\n
29<\/td>\nCOMMENTARY FIGURE 1607.12.1 LIVE LOAD REDUCTION EXAMPLE
TABLE 1607.12.1 LIVE LOAD ELEMENT FACTOR, KLL <\/td>\n<\/tr>\n
30<\/td>\nEQUATION 16-8
EQUATION 16-9 <\/td>\n<\/tr>\n
31<\/td>\nCOMMENTARY FIGURE 1607.14.1 PARTIAL LOADING <\/td>\n<\/tr>\n
32<\/td>\nEQUATION 16-10
EQUATION 16-11
EQUATION 16-12
EQUATION 16-13
EQUATION 16-14
EQUATION 16-15
EQUATION 16-16
COMMENTARY FIGURE 1607.14.2.1 MINUMUM ROOF LIVE LOAD IN ACCORDANCE WITH EQUATION 16-10 <\/td>\n<\/tr>\n
34<\/td>\nCOMMENTARY FIGURE 1607.15 TOP-RUNNING BRIDGE CRANE <\/td>\n<\/tr>\n
36<\/td>\nCOMMENTARY FIGURE 1607.22 SUMMARY OF MINIMUM LIVE LOAD REQUIRED IN RESIDENTIAL ATTICS
SECTION 1608 SNOW LOADS <\/td>\n<\/tr>\n
37<\/td>\nCOMMENTARY FIGURE 1608.1(1) BALANCED AND UNBALANCED LOADS FOR A SAWTOOTH ROOF
COMMENTARY FIGURE 1608.1(2) DRIFTING SNOW ON LOW ROOFS AND DECKS
COMMENTARY FIGURE 1608.1(3) DRIFTING SNOW ONTO ADJACENT LOW STRUCTURE <\/td>\n<\/tr>\n
38<\/td>\nTABLE 1608.2 GROUND SNOW LOADS, pg, FOR ALASKAN LOCATIONS <\/td>\n<\/tr>\n
39<\/td>\nFIGURE 1608.2(1) GROUND SNOW LOADS, pg, FOR THE UNITED STATES <\/td>\n<\/tr>\n
40<\/td>\nFIGURE 1608.2(2) GROUND SNOW LOADS, pg, FOR THE UNITED STATES <\/td>\n<\/tr>\n
41<\/td>\nSECTION 1609 WIND LOADS
COMMENTARY FIGURE 1609.1(1) WIND PRESSURES CAUSED BY EXTERNAL WIND FLOW <\/td>\n<\/tr>\n
42<\/td>\nCOMMENTARY FIGURE 1609.1(2) OPENING IN EXTERIOR WALL OF BUILDING <\/td>\n<\/tr>\n
43<\/td>\nCOMMENTARY FIGURE 1609.1.1.1 WIND SPEED-UP EFFECT <\/td>\n<\/tr>\n
44<\/td>\nCOMMENTARY FIGURE 1609.2 EFFECTS OF OPENINGS IN THE BUILDING ENVELOPE <\/td>\n<\/tr>\n
45<\/td>\nTABLE 1609.2 WINDBORNE DEBRIS PROTECTION FASTENING SCHEDULE FOR WOOD STRUCTURAL PANELS <\/td>\n<\/tr>\n
46<\/td>\nFIGURE 1609.3(1) BASIC DESIGN WIND SPEEDS, V, FOR RISK CATEGORY II BUILDINGS AND OTHER STRUCTURES <\/td>\n<\/tr>\n
47<\/td>\nFIGURE 1609.3(2) BASIC DESIGN WIND SPEEDS, V, FOR RISK CATEGORY III BUILDINGS AND OTHER STRUCTURES <\/td>\n<\/tr>\n
48<\/td>\nFIGURE 1609.3(3) BASIC DESIGN WIND SPEEDS, V, FOR RISK CATEGORY IV BUILDINGS AND OTHER STRUCTURES <\/td>\n<\/tr>\n
49<\/td>\nFIGURE 1609.3(4) BASIC DESIGN WIND SPEEDS, V, FOR RISK CATEGORY I BUILDINGS AND OTHER STRUCTURES <\/td>\n<\/tr>\n
50<\/td>\nFIGURE 1609.3(5) BASIC DESIGN WIND SPEEDS, V, FOR RISK CATEGORY II BUILDINGS AND OTHER STRUCTURES IN HAWAII <\/td>\n<\/tr>\n
51<\/td>\nFIGURE 1609.3(6) BASIC DESIGN WIND SPEEDS, V, FOR RISK CATEGORY II BUILDINGS AND OTHER STRUCTURES IN HAWAII (OAHU, KAUAI) <\/td>\n<\/tr>\n
52<\/td>\nFIGURE 1609.3(7) BASIC DESIGN WIND SPEEDS, V, FOR RISK CATEGORY III BUILDINGS AND OTHER STRUCTURES IN HAWAII <\/td>\n<\/tr>\n
53<\/td>\nFIGURE 1609.3(8) BASIC DESIGN WIND SPEEDS, V, FOR RISK CATEGORY III BUILDINGS AND OTHER STRUCTURES IN HAWAII (OAHU, KAUAI) <\/td>\n<\/tr>\n
54<\/td>\nFIGURE 1609.3(9) BASIC DESIGN WIND SPEEDS, V, FOR RISK CATEGORY IV BUILDINGS AND OTHER STRUCTURES IN HAWAII <\/td>\n<\/tr>\n
55<\/td>\nFIGURE 1609.3(10) BASIC DESIGN WIND SPEEDS, V, FOR RISK CATEGORY IV BUILDINGS AND OTHER STRUCTURES IN HAWAII (OAHU, KAUAI) <\/td>\n<\/tr>\n
56<\/td>\nFIGURE 1609.3(11) BASIC DESIGN WIND SPEEDS, V, FOR RISK CATEGORY I BUILDINGS AND OTHER STRUCTURES IN HAWAII <\/td>\n<\/tr>\n
57<\/td>\nFIGURE 1609.3(12) BASIC DESIGN WIND SPEEDS, V, FOR RISK CATEGORY I BUILDINGS AND OTHER STRUCTURES IN HAWAII (OAHU, KAUAI) <\/td>\n<\/tr>\n
58<\/td>\nEQUATION 16-17
TABLE 1609.3.1 WIND SPEED CONVERSIONS <\/td>\n<\/tr>\n
59<\/td>\nEQUATION 16-18 <\/td>\n<\/tr>\n
60<\/td>\nSECTION 1610 SOIL LOADS AND HYDROSTATIC PRESSURE
TABLE 1610.1 LATERAL SOIL LOAD <\/td>\n<\/tr>\n
61<\/td>\nSECTION 1611 RAIN LOADS
EQUATION 16-19
COMMENTARY FIGURE 1611.1(1) SECONDARY ROOF DRAINAGE NOT REQUIRED <\/td>\n<\/tr>\n
62<\/td>\nCOMMENTARY FIGURE 1611.1(2) FLOW RATE, IN GALLONS PER MINUTE, OF VARIOUS ROOF DRAINS AT VARIOUS WATER DEPTHS AT DRAIN INLETS (INCHES)
COMMENTARY FIGURE 1611.1(3) SEPARATE PRIMARY AND SECONDARY ROOF DRAINS <\/td>\n<\/tr>\n
63<\/td>\nCOMMENTARY FIGURE 1611.1(4) EQUATION 16-36 COEFFICIENT <\/td>\n<\/tr>\n
64<\/td>\nCOMMENTARY FIGURE 1611.1(5) RAIN LOAD EXAMPLE <\/td>\n<\/tr>\n
65<\/td>\nFIGURE 1611.1(1) 100-YEAR, 1-HOUR RAINFALL (INCHES) WESTERN UNITED STATES <\/td>\n<\/tr>\n
66<\/td>\nFIGURE 1611.1(2) 100-YEAR, 1-HOUR RAINFALL (INCHES) CENTRAL UNITED STATES <\/td>\n<\/tr>\n
67<\/td>\nFIGURE 1611.1(3) 100-YEAR, 1-HOUR RAINFALL (INCHES) EASTERN UNITED STATES <\/td>\n<\/tr>\n
68<\/td>\nFIGURE 1611.1(4) 100-YEAR, 1-HOUR RAINFALL (INCHES) ALASKA <\/td>\n<\/tr>\n
69<\/td>\nFIGURE 1611.1(5)100-YEAR, 1-HOUR RAINFALL (INCHES) HAWAII <\/td>\n<\/tr>\n
70<\/td>\nSECTION 1612 FLOOD LOADS <\/td>\n<\/tr>\n
73<\/td>\nSECTION 1613 EARTHQUAKE LOADS <\/td>\n<\/tr>\n
76<\/td>\nFIGURE 1613.2.1(1) RISK-TARGETED MAXIMUM CONSIDERED EARTHQUAKE (MCER) GROUND MOTION RESPONSE ACCELERATIONS FOR THE CONTERMINOUS UNITED STATES OF 0.2-SECOND SPECTRAL RESPONSE ACCELERATION (5% OF CRITICAL DAMPING) <\/td>\n<\/tr>\n
77<\/td>\nFIGURE 1613.2.1(2) 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) <\/td>\n<\/tr>\n
78<\/td>\nFIGURE 1613.2.1(3) RISK-TARGETED MAXIMUM CONSIDERED EARTHQUAKE (MCER) GROUND MOTION RESPONSE ACCELERATIONS FOR THE CONTERMINOUS UNITED STATES OF 1-SECOND SPECTRAL RESPONSE ACCELERATION (5% OF CRITICAL DAMPING) <\/td>\n<\/tr>\n
79<\/td>\nFIGURE 1613.2.1(4) RISK-TARGETED MAXIMUM CONSIDERED EARTHQUAKE (MCER) GROUND MOTION RESPONSE ACCELERATIONS FOR THE COTERMINOUS UNITED STATES OF 1-SECOND SPECTRAL RESPONSE ACCELERATION (5% OF CRITICAL DAMPING) <\/td>\n<\/tr>\n
80<\/td>\nFIGURE 1613.2.1(5) RISK-TARGETED MAXIMUM CONSIDERED EARTHQUAKE (MCER) GROUND MOTION RESPONSE ACCELERATIONS FOR HAWAII OF 0.2- AND 1-SECOND SPECTRAL RESPONSE ACCELERATION (5% OF CRITICAL DAMPING) <\/td>\n<\/tr>\n
81<\/td>\nFIGURE 1613.2.1(6) RISK-TARGETED MAXIMUM CONSIDERED EARTHQUAKE (MCER) GROUND MOTION RESPONSE ACCELERATIONS FOR ALASKA OF 0.2-SECOND SPECTRAL RESPONSE ACCELERATION (5% OF CRITICAL DAMPING) <\/td>\n<\/tr>\n
82<\/td>\nFIGURE 1613.2.1(7) RISK-TARGETED MAXIMUM CONSIDERED EARTHQUAKE (MCER) GROUND MOTION RESPONSE ACCELERATIONS FOR ALASKA OF 1.0-SECOND SPECTRAL RESPONSE ACCELERATION (5% OF CRITICAL DAMPING) <\/td>\n<\/tr>\n
83<\/td>\nFIGURE 1613.2.1(8) RISK-TARGETED MAXIMUM CONSIDERED EARTHQUAKE (MCER) GROUND MOTION RESPONSE ACCELERATIONS FOR PUERTO RICO AND THE UNITED STATES VIRGIN ISLANDS OF 0.2- AND 1-SECOND SPECTRAL RESPONSE ACCELERATION (5% OF CRITICAL DAMPING) <\/td>\n<\/tr>\n
84<\/td>\nFIGURE 1613.2.1(9) RISK-TARGETED MAXIMUM CONSIDERED EARTHQUAKE (MCER) GROUND MOTION RESPONSE ACCELERATIONS FOR GUAM AND THE NORTHERN MARIANA ISLANDS OF 0.2- AND 1-SECOND SPECTRAL RESPONSE ACCELERATION (5% OF CRITICAL DAMPING) <\/td>\n<\/tr>\n
85<\/td>\nFIGURE 1613.2.1(10) 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) <\/td>\n<\/tr>\n
86<\/td>\nEQUATION 16-20
EQUATION 16-21
EQUATION 16-22
EQUATION 16-23
TABLE 1613.2.3(1) VALUES OF SITE COEFFICIENT Faa <\/td>\n<\/tr>\n
87<\/td>\nTABLE 1613.2.3(2) VALUES OF SITE COEFFICIENT FVa <\/td>\n<\/tr>\n
88<\/td>\nTABLE 1613.2.5(1) SEISMIC DESIGN CATEGORY BASED ON SHORT-PERIOD (0.2 second) RESPONSE ACCELERATION
TABLE 1613.2.5(2) SEISMIC DESIGN CATEGORY BASED ON 1-SECOND PERIOD RESPONSE ACCELERATION
SECTION 1614 ATMOSPHERIC ICE LOADS
SECTION 1615 TSUNAMI LOADS <\/td>\n<\/tr>\n
89<\/td>\nSECTION 1616 STRUCTURAL INTEGRITY <\/td>\n<\/tr>\n
90<\/td>\nEQUATION 16-24
FIGURE 1616.3 LONGITUDINAL, PERIMETER, TRANSVERSE AND VERTICAL TIES <\/td>\n<\/tr>\n
91<\/td>\nEQUATION 16-25
BIBLIOGRAPHY <\/td>\n<\/tr>\n
94<\/td>\nCHAPTER 17: SPECIAL INSPECTIONS AND TESTS
GENERAL COMMENTS
PURPOSE
SECTION 1701 GENERAL
SECTION 1702 NEW MATERIALS
SECTION 1703 APPROVALS <\/td>\n<\/tr>\n
96<\/td>\nCOMMENTARY FIGURE 1703.5.3 TYPICAL LABEL INFORMATION <\/td>\n<\/tr>\n
97<\/td>\nSECTION 1704 SPECIAL INSTRUCTIONS AND TESTS, CONTRACTOR RESPONSIBILITY AND STRUCTURAL OBSERVATION <\/td>\n<\/tr>\n
101<\/td>\nSECTION 1705 REQUIRED SPECIAL INSPECTIONS AND TESTS <\/td>\n<\/tr>\n
102<\/td>\nTABLE 1705.2.3 REQUIRED SPECIAL INSPECTIONS OF OPEN-WEB STEEL JOISTS AND JOIST GIRDERS <\/td>\n<\/tr>\n
103<\/td>\nTABLE 1705.3 REQUIRED SPECIAL INSPECTIONS AND TESTS OF CONCRETE CONSTRUCTION <\/td>\n<\/tr>\n
105<\/td>\nTABLE 1705.5.3 REQUIRED SPECIAL INSPECTIONS OF MASS TIMBER CONSTRUCTION
TABLE 1705.6 REQUIRED SPECIAL INSPECTIONS AND TESTS OF SOILS <\/td>\n<\/tr>\n
106<\/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
111<\/td>\nTABLE 1705.13.7 REQUIRED INSPECTIONS OF STORAGE RACK SYSTEMS <\/td>\n<\/tr>\n
116<\/td>\nSECTION 1706 DESIGN STRENGTHS OF MATERIALS <\/td>\n<\/tr>\n
117<\/td>\nSECTION 1707 ALTERNATIVE TEST PROCEDURE
SECTION 1708 IN-SITU LOAD TESTS <\/td>\n<\/tr>\n
118<\/td>\nSECTION 1709 PRECONSTRUCTION LOAD TESTS <\/td>\n<\/tr>\n
120<\/td>\nBIBLIOGRAPHY <\/td>\n<\/tr>\n
122<\/td>\nCHAPTER 18: SOILS AND FOUNDATIONS
GENERAL COMMENTS
PURPOSE <\/td>\n<\/tr>\n
123<\/td>\nSECTION 1801 GENERAL
SECTION 1802 DESIGN BASIS
SECTION 1803 GEOTECHNICAL INVESTIGATIONS <\/td>\n<\/tr>\n
124<\/td>\nCOMMENTARY FIGURE 1803.5.2 TYPICAL SETUP FOR CONDUCTING STATIC LOAD TESTS <\/td>\n<\/tr>\n
125<\/td>\nCOMMENTARY FIGURE 1803.5.3 SWELLING POTENTIAL OF SOILS AND PLASTICITY INDEX <\/td>\n<\/tr>\n
129<\/td>\nSECTION 1804 EXCAVATION, GRADING AND FILL <\/td>\n<\/tr>\n
131<\/td>\nSECTION 1805 DAMPPROOFING AND WATERPROOFING <\/td>\n<\/tr>\n
134<\/td>\nCOMMENTARY FIGURE 1805.2.2 MATERIALS FOR WATERPROOFING AND DAMPROOFING INSTALLATIONS <\/td>\n<\/tr>\n
137<\/td>\nCOMMENTARY FIGURE 1805.3.3(1) DETAIL\u2014MEMBRANE PLACEMENT THROUGH A KEY JOINT
COMMENTARY FIGURE 1805.3.3(2) PIPE DETAIL\u2014PROPER PLACEMENT OF WATERPROOFING ELEMENTS <\/td>\n<\/tr>\n
138<\/td>\nCOMMENTARY FIGURE 1805.4.2 FOUNDATION DRAINAGE SYSTEM <\/td>\n<\/tr>\n
139<\/td>\nSECTION 1806 PRESUMPTIVE LOAD-BEARING VALUES OF SOILS <\/td>\n<\/tr>\n
140<\/td>\nTABLE 1806.2 PRESUMPTIVE LOAD-BEARING VALUES <\/td>\n<\/tr>\n
141<\/td>\nSECTION 1807 FOUNDATION WALLS, RETAINING WALLS AND EMBEDDED POSTS AND POLES
COMMENTARY FIGURE 1807.1.2 UNBALANCED BACKFILL HEIGHT <\/td>\n<\/tr>\n
142<\/td>\nCOMMENTARY FIGURE 1807.1.4 WOOD FOUNDATION <\/td>\n<\/tr>\n
144<\/td>\nTABLE 1807.1.6.2 CONCRETE FOUNDATION WALLSb, c <\/td>\n<\/tr>\n
145<\/td>\nCOMMENTARY FIGURE 1807.1.6.3 TIE AT TOP COURSE BED JOINT <\/td>\n<\/tr>\n
146<\/td>\nTABLE 1807.1.6.3(1) PLAIN MASONRY FOUNDATION WALLSa, b, c <\/td>\n<\/tr>\n
147<\/td>\nTABLE 1807.1.6.3(2) 8-INCH MASONRY FOUNDATION WALLS WITH REINFORCEMENT WHERE d \u2265 5 INCHES <\/td>\n<\/tr>\n
148<\/td>\nTABLE 1807.1.6.3(3) 10-INCH MASONRY FOUNDATION WALLS WITH REINFORCEMENT WHERE d \u2265 6.75 INCHES <\/td>\n<\/tr>\n
149<\/td>\nTABLE 1807.1.6.3(4)12-INCH MASONRY FOUNDATION WALLS WITH REINFORCEMENT WHERE d \u2265 8.75 INCHES <\/td>\n<\/tr>\n
151<\/td>\nEQUATION 18-1
EQUATION 18-2
EQUATION 18-3 <\/td>\n<\/tr>\n
152<\/td>\nSECTION 1808 FOUNDATIONS <\/td>\n<\/tr>\n
156<\/td>\nFIGURE 1808.7.1 FOUNDATION CLEARANCES FROM SLOPES
COMMENTARY FIGURE 1808.7.1 BUILDINGS ADJACENT TO ASCENDING SLOPE EXCEEDING 1 TO 1
COMMENTARY FIGURE 1808.7.2 BUILDINGS ADJACENT TO DESCENDING SLOPE EXCEEDING 1 TO 1 <\/td>\n<\/tr>\n
157<\/td>\nCOMMENTARY FIGURE 1808.7.4 FOOTING ELEVATION ON GRADED SITES
TABLE 1808.8.1 MINIMUM SPECIFIED COMPRESSIVE STRENGTH f\u2032c OF CONCRETE OR GROUT <\/td>\n<\/tr>\n
158<\/td>\nTABLE 1808.8.2 MINIMUM CONCRETE COVER <\/td>\n<\/tr>\n
159<\/td>\nSECTION 1809 SHALLOW FOUNDATIONS <\/td>\n<\/tr>\n
160<\/td>\nCOMMENTARY FIGURE 1809.6 ISOLATED FOOTINGS
TABLE 1809.7 PRESCRIPTIVE FOOTINGS SUPPORTING WALLS OF LIGHT-FRAME CONSTRUCTION <\/td>\n<\/tr>\n
161<\/td>\nCOMMENTARY FIGURE 1809.8 PUNCHING SHEAR (EXAGGERATED ILLUSTRATION) <\/td>\n<\/tr>\n
162<\/td>\nCOMMENTARY FIGURE 1809.9.2 BRICK FOOTING OFFSET <\/td>\n<\/tr>\n
163<\/td>\nCOMMENTARY FIGURE 1809.10 FOUNDATION WALL CLAY MASONRY CURTAIN WALL WITH CONCRETE MASONRY PIERS <\/td>\n<\/tr>\n
164<\/td>\nSECTION 1810 DEEP FOUNDATIONS <\/td>\n<\/tr>\n
168<\/td>\nCOMMENTARY FIGURE 1810.3.1.2 COMPOSITE ELEMENTS <\/td>\n<\/tr>\n
169<\/td>\nCOMMENTARY FIGURE 1810.3.1.6 STEEL CASINGS <\/td>\n<\/tr>\n
170<\/td>\nCOMMENTARY FIGURE 1810.3.2.4 TIMBER PILES <\/td>\n<\/tr>\n
172<\/td>\nTABLE 1810.3.2.6 ALLOWABLE STRESSES FOR MATERIALS USED IN DEEP FOUNDATION ELEMENTS <\/td>\n<\/tr>\n
176<\/td>\nEQUATION 18-4 <\/td>\n<\/tr>\n
178<\/td>\nCOMMENTARY FIGURE 1810.3.5.3.1 STEEL H-PILE SECTIONS <\/td>\n<\/tr>\n
182<\/td>\nEQUATION 18-5
COMMENTARY FIGURE 1810.3.8 PRECAST NONPRESTRESSED AND PRESTRESSED CONCRETE PILES <\/td>\n<\/tr>\n
185<\/td>\nCOMMENTARY FIGURE 1810.3.9.5 BELLED DRILLED SHAFTS
COMMENTARY FIGURE 1810.3.9.6 SOCKETED DRILLED SHAFTS <\/td>\n<\/tr>\n
189<\/td>\nCOMMENTARY FIGURE 1810.4.1.5 TYPICAL EFFECTS OF OVERDRIVING TIMBER PILES <\/td>\n<\/tr>\n
191<\/td>\nCOMMENTARY FIGURE 1810.4.7 ENLARGED BASE PILES\u2014UNCASED OR CASED SHAFTS <\/td>\n<\/tr>\n
193<\/td>\nBIBLIOGRAPHY <\/td>\n<\/tr>\n
196<\/td>\nCHAPTER 19: CONCRETE
GENERAL COMMENTS
PURPOSE
SECTION 1901 GENERAL <\/td>\n<\/tr>\n
197<\/td>\nSECTION 1902 COORDINATION OF TERMINOLOGY <\/td>\n<\/tr>\n
198<\/td>\nSECTION 1903 SPECIFICATIONS FOR TESTS AND MATERIALS
SECTION 1904 DURABILITY REQUIREMENTS <\/td>\n<\/tr>\n
199<\/td>\nSECTION 1905 MODIFICATIONS TO ACI 318 <\/td>\n<\/tr>\n
203<\/td>\nSECTION 1906 FOOTINGS FOR LIGHT-FRAME CONSTRUCTION
SECTION 1907 MINIMUM SLAB PROVISIONS <\/td>\n<\/tr>\n
204<\/td>\nSECTION 1908 SHOTCRETE
BIBLIOGRAPHY <\/td>\n<\/tr>\n
206<\/td>\nCHAPTER 20: ALUMINUM
GENERAL COMMENTS
PURPOSE
SECTION 2001 GENERAL
SECTION 2002 MATERIALS
BIBLIOGRAPHY <\/td>\n<\/tr>\n
208<\/td>\nCHAPTER 21: MASONRY
GENERAL COMMENTS
PURPOSE <\/td>\n<\/tr>\n
209<\/td>\nSECTION 2101 GENERAL
SECTION 2102 NOTATIONS <\/td>\n<\/tr>\n
210<\/td>\nSECTION 2103 MASONRY CONSTRUCTION MATERIALS <\/td>\n<\/tr>\n
213<\/td>\nTABLE 2103.2.3 CERAMIC TILE MORTAR COMPOSITIONS <\/td>\n<\/tr>\n
215<\/td>\nSECTION 2104 CONSTRUCTION <\/td>\n<\/tr>\n
216<\/td>\nCOMMENTARY FIGURE 2104.1.2 MOLDED CORNICE
SECTION 2105 QUALITY ASSURANCE <\/td>\n<\/tr>\n
217<\/td>\nSECTION 2106 SEISMIC DESIGN
SECTION 2107 ALLOWABLE STRESS DESIGN
EQUATION 21-1 <\/td>\n<\/tr>\n
218<\/td>\nSECTION 2108 STRENGTH DESIGN OF MASONRY <\/td>\n<\/tr>\n
219<\/td>\nSECTION 2109 EMPIRICAL DESIGN OF ADOBE MASONRY <\/td>\n<\/tr>\n
220<\/td>\nEQUATION 21-2
TABLE 2109.2.3.1 ALLOWABLE SHEAR ON BOLTS IN ADOBE MASONRY <\/td>\n<\/tr>\n
222<\/td>\nSECTION 2110 GLASS UNIT MASONRY <\/td>\n<\/tr>\n
223<\/td>\nSECTION 2111 MASONRY FIREPLACES
COMMENTARY FIGURE 2111.1 SECTION THROUGH FIREPLACE <\/td>\n<\/tr>\n
225<\/td>\nCOMMENTARY FIGURE 2111.7 RUMFORD FIREPLACE <\/td>\n<\/tr>\n
227<\/td>\nCOMMENTARY FIGURE 2111.11 HEARTH EXTENSION <\/td>\n<\/tr>\n
228<\/td>\nFIGURE 2111.12 ILLUSTRATION OF EXCEPTION TO FIREPLACE CLEARANCE PROVISION
COMMENTARY FIGURE 2111.12 COMBUSTIBLE MATERIALS PROJECTION ABOVE FIREPLACE OPENING <\/td>\n<\/tr>\n
229<\/td>\nCOMMENTARY FIGURE 2111.14.1 FACTORY-BUILT FIREPLACE EXTERIOR COMBUSTION AIR DUCT
SECTION 2112 MASONRY HEATERS <\/td>\n<\/tr>\n
230<\/td>\nSECTION 2113 MASONRY CHIMNEYS <\/td>\n<\/tr>\n
231<\/td>\nCOMMENTARY FIGURE 2113.5 CORBELING LIMITATIONS <\/td>\n<\/tr>\n
232<\/td>\nCOMMENTARY FIGURE 2113.6 MASONRY CHIMNEY CHANGE IN SHAPE (OFFSET) <\/td>\n<\/tr>\n
234<\/td>\nCOMMENTARY FIGURE 2113.9 MINIMUM TERMINATION OF CHIMNEYS
COMMENTARY FIGURE 2113.9.1 MASONRY CHIMNEY CAP AND RAIN CAP <\/td>\n<\/tr>\n
236<\/td>\nCOMMENTARY FIGURE 2113.11.2.2 MASONRY CHIMNEY FOR MEDIUM-HEAT APPLIANCE <\/td>\n<\/tr>\n
238<\/td>\nCOMMENTARY FIGURE 2113.14 CHIMNEY WITH MORE THAN TWO FLUES <\/td>\n<\/tr>\n
239<\/td>\nFIGURE 2113.16 FLUE SIZES FOR MASONRY CHIMNEYS <\/td>\n<\/tr>\n
240<\/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
241<\/td>\nFIGURE 2113.19 ILLUSTRATION OF EXCEPTION THREE CHIMNEY CLEARANCE PROVISION
SECTION 2114 DRY-STACK MASONRY <\/td>\n<\/tr>\n
242<\/td>\nCOMMENTARY FIGURE 2113.20(1) FIREBLOCKING
COMMENTARY FIGURE 2113.20(2) FIREBLOCKING (SECTION)
TABLE 2114.4 GROSS CROSS-SECTIONAL AREA ALLOWABLE STRESS FOR DRY-STACK MASONRY <\/td>\n<\/tr>\n
243<\/td>\nBIBLIOGRAPHY <\/td>\n<\/tr>\n
244<\/td>\nCHAPTER 22: STEEL
GENERAL COMMENTS
PURPOSE
SECTION 2201 GENERAL
SECTION 2202 IDENTIFICATION OF STEEL FOR STRUCTURAL PURPOSES <\/td>\n<\/tr>\n
245<\/td>\nSECTION 2203 PROTECTION OF STEEL FOR STRUCTURAL PURPOSES
SECTION 2204 CONNECTIONS
SECTION 2205 STRUCTURAL STEEL <\/td>\n<\/tr>\n
247<\/td>\nSECTION 2206 COMPOSITE STRUCTURAL STEEL AND CONCRETE STRUCTURES
SECTION 2207 STEEL JOISTS <\/td>\n<\/tr>\n
248<\/td>\nSECTION 2208 STEEL CABLE STRUCTURES
SECTION 2209 STEEL STORAGE RACKS <\/td>\n<\/tr>\n
249<\/td>\nSECTION 2210 COLD-FORMED STEEL
SECTION 2211 COLD-FORMED STEEL LIGHT-FRAME CONSTRUCTION <\/td>\n<\/tr>\n
251<\/td>\nBIBLIOGRAPHY <\/td>\n<\/tr>\n
252<\/td>\nCHAPTER 23: WOOD
GENERAL COMMENTS <\/td>\n<\/tr>\n
253<\/td>\nPURPOSE
SECTION 2301 GENERAL
SECTION 2302 DESIGN REQUIREMENTS
SECTION 2303 MINIMUM STANDARDS AND QUALITY <\/td>\n<\/tr>\n
254<\/td>\nCOMMENTARY FIGURE 2303.1.1 TYPICAL LABELS (GRADE MARKS) <\/td>\n<\/tr>\n
262<\/td>\nFIGURE 2303.4.1.2(1) PITMR AND PITMDB FOR TRUSS WEB MEMBERS REQUIRING ONE ROW OF PITMR <\/td>\n<\/tr>\n
263<\/td>\nFIGURE 2303.4.1.2(2) ALTERNATIVE INSTALLATION USING BUCKLING REINFORCEMENT FOR TRUSS WEB MEMBERS IN LIEU OF ONE ROW OF PITMR <\/td>\n<\/tr>\n
264<\/td>\nFIGURE 2303.4.1.2(3) PITMR AND PITMDB FOR TRUSS WEB MEMBERS REQUIRING TWO ROWS OF PITMR <\/td>\n<\/tr>\n
265<\/td>\nFIGURE 2303.4.1.2(4) ALTERNATIVE INSTALLATION USING BUCKLING REINFORCEMENT FOR TRUSS WEB MEMBERS IN LIEU OF TWO ROWS OF PITMR <\/td>\n<\/tr>\n
266<\/td>\nFIGURE 2303.4.1.2(5) PITMR AND PITMDB FOR FLAT PORTION OF TOP CHORD IN A PIGGYBACK ASSEMBLY <\/td>\n<\/tr>\n
268<\/td>\nSECTION 2304 GENERAL CONSTRUCTION REQUIREMENTS <\/td>\n<\/tr>\n
271<\/td>\nTABLE 2304.6.1 MAXIMUM ALLOWABLE STRESS DESIGN WIND SPEED, Vasd PERMITTED FOR WOOD STRUCTURAL PANEL WALL SHEATHING USED TO RESIST WIND PRESSURES
TABLE 2304.8(1) ALLOWABLE SPANS FOR LUMBER FLOOR AND ROOF SHEATHING <\/td>\n<\/tr>\n
272<\/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 SUPPORTSa <\/td>\n<\/tr>\n
273<\/td>\nTABLE 2304.8(4) ALLOWABLE SPAN FOR WOOD STRUCTURAL PANEL COMBINATION SUBFLOOR-UNDERLAYMENT (SINGLE FLOOR)a (Panels Continuous Over Two or More Spans and Strength Axis Perpendicular to Supports) <\/td>\n<\/tr>\n
274<\/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
COMMENTARY FIGURE 2304.9.2.1 SIMPLE SPAN PATTERN <\/td>\n<\/tr>\n
275<\/td>\nCOMMENTARY FIGURE 2304.9.2.2 TWO-SPAN CONTINUOUS PATTERN
COMMENTARY FIGURE 2304.9.2.3 COMBINATION SIMPLE AND TWO-SPAN CONTINUOUS PATTERN
COMMENTARY FIGURE 2304.9.2.4 CANTILEVERED PIECES INTERMIXED PATTERN <\/td>\n<\/tr>\n
276<\/td>\nTABLE 2304.9.3.2 FASTENING SCHEDULE FOR MECHANICALLY LAMINATED DECKING USING LAMINATIONS OF 2-INCH NOMINAL THICKNESS <\/td>\n<\/tr>\n
277<\/td>\nCOMMENTARY FIGURE 2304.9.4.1 TWO-INCH TONGUE-AND-GROOVE DECKING
COMMENTARY FIGURE 2304.9.4.3 CONTROLLED RANDOM PATTERN TWO-INCH TONGUE-AND-GROOVE DECKING <\/td>\n<\/tr>\n
278<\/td>\nCOMMENTARY FIGURE 2304.9.5.1 THREE- AND FOUR-INCH TONGUE-AND-GROOVE DECKING <\/td>\n<\/tr>\n
279<\/td>\nCOMMENTARY FIGURE 2403.10.2 STANDARD NAILS AND STAPLES <\/td>\n<\/tr>\n
280<\/td>\nTABLE 2304.10.2 FASTENING SCHEDULE <\/td>\n<\/tr>\n
281<\/td>\nTABLE 2304.10.2\u2014continued FASTENING SCHEDULE <\/td>\n<\/tr>\n
282<\/td>\nTABLE 2304.10.2\u2014continued FASTENING SCHEDULE <\/td>\n<\/tr>\n
283<\/td>\nTABLE 2304.10.2\u2014continued FASTENING SCHEDULE <\/td>\n<\/tr>\n
284<\/td>\nTABLE 2304.10.2\u2014continued FASTENING SCHEDULE
COMMENTARY FIGURE 2304.10.3 SHEATHING FASTENERS <\/td>\n<\/tr>\n
287<\/td>\nTABLE 2304.11 MINIMUM DIMENSIONS OF HEAVY TIMBER STRUCTURAL MEMBERS <\/td>\n<\/tr>\n
290<\/td>\nCOMMENTARY FIGURE 2304.12.1.1 WOOD FRAMING CLEARANCE <\/td>\n<\/tr>\n
291<\/td>\nCOMMENTARY FIGURE 2304.12.1.5(1) SIDING CLEARANCE
COMMENTARY FIGURE 2304.12.1.5(2) SIDING CLEARANCE AT CONCRETE PATIO <\/td>\n<\/tr>\n
292<\/td>\nCOMMENTARY FIGURE 2304.12.2.1 GIRDER END CLEARANCE
COMMENTARY FIGURE 2304.12.2.2 POST AND COLUMN PROTECTION <\/td>\n<\/tr>\n
293<\/td>\nCOMMENTARY FIGURE 2304.12.2.7 TERMITE INFESTATION PROBABILITY MAP <\/td>\n<\/tr>\n
294<\/td>\nSECTION 2305 GENERAL DESIGN REQUIREMENTS FOR LATERAL FORCE-RESISTING SYSTEMS <\/td>\n<\/tr>\n
295<\/td>\nEQUATION 23-1 <\/td>\n<\/tr>\n
296<\/td>\nTABLE 2305.2(1) en VALUES (inches) FOR USE IN CALCULATING DIAPHRAGM AND SHEAR WALL DEFLECTION DUE TO FASTENER SLIP (Structural I)
EQUATION 23-2
SECTION 2306 ALLOWABLE STRESS DESIGN <\/td>\n<\/tr>\n
297<\/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
298<\/td>\nTABLE 2306.1 STANDARDS FOR DESIGN AND CONSTRUCTION OF WOOD ELEMENTS IN STRUCTURES USING ALLOWABLE STRESS DESIGN <\/td>\n<\/tr>\n
299<\/td>\nCOMMENTARY FIGURE 2306.1 CERTIFICATE OF CONFORMANCE <\/td>\n<\/tr>\n
301<\/td>\nTABLE 2306.1.4 ALLOWABLE LOADS FOR LUMBER DECKING <\/td>\n<\/tr>\n
302<\/td>\nCOMMENTARY FIGURE 2306.2(1) HOW WOOD SPLITS AND HOW STAGGERING MINIMIZES SPLITTING <\/td>\n<\/tr>\n
303<\/td>\nCOMMENTARY FIGURE 2306.2(2) STAGGERED NAILING <\/td>\n<\/tr>\n
304<\/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 LOADINGf
FIGURE 2306.2(1) CASES 1 THROUGH 6 FOR USE WITH TABLE 2306.2(1) <\/td>\n<\/tr>\n
305<\/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
306<\/td>\nFIGURE 2306.2(2) FASTENER SPACING DIAGRAMS FOR USE WITH TABLE 2306.2(2) <\/td>\n<\/tr>\n
307<\/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
TABLE 2306.3(2) ALLOWABLE SHEAR VALUES (plf) FOR WIND OR SEISMIC LOADING ON SHEAR WALLS OF FIBERBOARD SHEATHING BOARD CONSTRUCTION UTILIZING STAPLES FOR TYPE V CONSTRUCTION ONLY <\/td>\n<\/tr>\n
308<\/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
SECTION 2307 LOAD AND RESISTANCE FACTOR DESIGN
SECTION 2308 CONVENTIONAL LIGHT-FRAME CONSTRUCTION <\/td>\n<\/tr>\n
310<\/td>\nTABLE 2308.2.1 ALLOWABLE STORY HEIGHT <\/td>\n<\/tr>\n
313<\/td>\nCOMMENTARY FIGURE 2308.4.1.1(1) HEADER SUPPORT CONDITIONS FOR EXTERIOR LOAD-BEARING WALLS
COMMENTARY FIGURE 2308.4.1.1(2) HEADER SUPPORT CONDITIONS FOR INTERIOR LOAD-BEARING WALLS <\/td>\n<\/tr>\n
314<\/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-fir and required number of jack studs) <\/td>\n<\/tr>\n
315<\/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-fir and required number of jack studs) <\/td>\n<\/tr>\n
316<\/td>\nTABLE 2308.4.1.1(2) HEADER AND GIRDER SPANSa, b FOR INTERIOR BEARING WALLS (Maximum spans for Douglas fir-larch, hem-fir, Southern pine and spruce-pine-fir and required number of jack studs) <\/td>\n<\/tr>\n
317<\/td>\nTABLE 2308.4.2.1(1) FLOOR JOIST SPANS FOR COMMON LUMBER SPECIES (Residential sleeping areas, live load = 30 psf, L\/\u0394 = 360) <\/td>\n<\/tr>\n
318<\/td>\nTABLE 2308.4.2.1(1)\u2014continued FLOOR JOIST SPANS FOR COMMON LUMBER SPECIES (Residential sleeping areas, live load = 30 psf, L\/\u0394 = 360) <\/td>\n<\/tr>\n
319<\/td>\nTABLE 2308.4.2.1(2) FLOOR JOIST SPANS FOR COMMON LUMBER SPECIES (Residential living areas, live load = 40 psf, L\/\u0394 = 360) <\/td>\n<\/tr>\n
320<\/td>\nTABLE 2308.4.2.1(2)\u2014continued FLOOR JOIST SPANS FOR COMMON LUMBER SPECIES (Residential living areas, live load = 40 psf, L\/\u0394 = 360) <\/td>\n<\/tr>\n
321<\/td>\nCOMMENTARY FIGURE 2308.4.2.4 CUTTING, NOTCHING AND BORING JOISTS <\/td>\n<\/tr>\n
322<\/td>\nCOMMENTARY FIGURE 2308.4.4 FRAMING AROUND OPENING <\/td>\n<\/tr>\n
323<\/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
324<\/td>\nFIGURE 2308.4.4.2 PORTIONS OF FLOOR LEVEL OFFSET VERTICALLY
COMMENTARY FIGURE 2308.4.5 JOISTS SUPPORTING PARTITIONS AND HEAVY LOADS <\/td>\n<\/tr>\n
326<\/td>\nTABLE 2308.5.1 SIZE, HEIGHT AND SPACING OF WOOD STUDSc <\/td>\n<\/tr>\n
329<\/td>\nFIGURE 2308.5.5.1(1) SINGLE-MEMBER HEADER IN EXTERIOR BEARING WALL
FIGURE 2308.5.5.1(2) ALTERNATIVE SINGLE-MEMBER HEADER WITHOUT CRIPPLE
COMMENTARY FIGURE 2308.5.5.1(1) STUDS AND HEADERS AROUND WALL OPENINGS
COMMENTARY FIGURE 2308.5.5.1(2) STUDS AND HEADERS AROUND WALL OPENINGS\u2014BAY WINDOWS <\/td>\n<\/tr>\n
330<\/td>\nCOMMENTARY FIGURE 2308.5.9 CUTTING, NOTCHING AND BORED HOLES IN STUDS <\/td>\n<\/tr>\n
331<\/td>\nTABLE 2308.5.11 MINIMUM THICKNESS OF WALL SHEATHING <\/td>\n<\/tr>\n
332<\/td>\nFIGURE 2308.6.1 BASIC COMPONENTS OF THE LATERAL BRACING SYSTEM <\/td>\n<\/tr>\n
333<\/td>\nTABLE 2308.6.1 WALL BRACING REQUIREMENTS <\/td>\n<\/tr>\n
334<\/td>\nTABLE 2308.6.3(1) BRACING METHODS <\/td>\n<\/tr>\n
335<\/td>\nTABLE 2308.6.3(2) EXPOSED PLYWOOD PANEL SIDING
TABLE 2308.6.3(3) WOOD STRUCTURAL PANEL WALL SHEATHINGb (Not exposed to the weather, strength axis parallel or perpendicular to studs except as indicated)
TABLE 2308.6.3(4) ALLOWABLE SPANS FOR PARTICLEBOARD WALL SHEATHING (Not exposed to the weather, long dimension of the panel parallel or perpendicular to studs) <\/td>\n<\/tr>\n
336<\/td>\nTABLE 2308.6.3(5) HARDBOARD SIDING <\/td>\n<\/tr>\n
337<\/td>\nFIGURE 2308.6.5.1 ALTERNATE BRACED WALL PANEL (ABW) <\/td>\n<\/tr>\n
338<\/td>\nFIGURE 2308.6.5.2 PORTAL FRAME WITH HOLD-DOWNS (PFH) <\/td>\n<\/tr>\n
341<\/td>\nFIGURE 2308.6.7.2(1) BRACED WALL LINE TOP PLATE CONNECTION <\/td>\n<\/tr>\n
342<\/td>\nFIGURE 2308.6.7.2(2) BRACED WALL PANEL TOP PLATE CONNECTION
FIGURE 2308.6.8.2(1) ROOF IN SDC D OR E NOT SUPPORTED ON ALL EDGES <\/td>\n<\/tr>\n
343<\/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
345<\/td>\nCOMMENTARY FIGURE 2308.7.3 RAFTER END CUT AT RIDGE <\/td>\n<\/tr>\n
346<\/td>\nCOMMENTARY FIGURE 2308.7.3.1 RAFTER TIES <\/td>\n<\/tr>\n
348<\/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
349<\/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
350<\/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
351<\/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
352<\/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
353<\/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
354<\/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
355<\/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
356<\/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
357<\/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
358<\/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
359<\/td>\nTABLE 2308.7.2(4)\u2014continued RAFTER SPANS FOR COMMON LUMBER SPECIES (Ground snow load = 50 psf, ceiling not attached to rafters, L\/\u0394 = 180) <\/td>\n<\/tr>\n
360<\/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
361<\/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
362<\/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
363<\/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)
TABLE 2308.7.2(7) RAFTER SPAN ADJUSTMENT FACTOR <\/td>\n<\/tr>\n
364<\/td>\nTABLE 2308.7.3.1 RAFTER TIE CONNECTIONSi <\/td>\n<\/tr>\n
365<\/td>\nTABLE 2308.7.3.1(1) HEEL JOINT CONNECTION ADJUSTMENT FACTORS
TABLE 2308.7.5 REQUIRED RATING OF APPROVED UPLIFT CONNECTORS (pounds) <\/td>\n<\/tr>\n
366<\/td>\nCOMMENTARY FIGURE 2308.7.7 BRACED RAFTER CONSTRUCTION <\/td>\n<\/tr>\n
367<\/td>\nTABLE 2308.7.12 ALLOWABLE SPANS FOR 2-INCH TONGUE-AND-GROOVE DECKING <\/td>\n<\/tr>\n
368<\/td>\nTABLE 2308.7.12\u2014continued ALLOWABLE SPANS FOR 2-INCH TONGUE-AND-GROOVE DECKING
SECTION 2309 WOOD FRAME CONSTRUCTION MANUAL <\/td>\n<\/tr>\n
369<\/td>\nBIBLIOGRAPHY <\/td>\n<\/tr>\n
370<\/td>\nCHAPTER 24: GLASS AND GLAZING
GENERAL COMMENTS <\/td>\n<\/tr>\n
371<\/td>\nPURPOSE
SECTION 2401 GENERAL
SECTION 2402 GLAZING REPLACEMENT <\/td>\n<\/tr>\n
372<\/td>\nSECTION 2403 GENERAL REQUIREMENTS FOR GLASS
COMMENTARY FIGURE 2403.1 EXAMPLE IDENTIFYING MARK <\/td>\n<\/tr>\n
374<\/td>\nSECTION 2404 WIND, SNOW, SEISMIC AND DEAD LOADS ON GLASS
EQUATION 24-1
EQUATION 24-2
EQUATION 24-3
EQUATION 24-4
EQUATION 24-5 <\/td>\n<\/tr>\n
375<\/td>\nEQUATION 24-6
EQUATION 24-7
EQUATION 24-8
EQUATION 24-9 <\/td>\n<\/tr>\n
376<\/td>\nEQUATION 24-10
EQUATION 24-11
EQUATION 24-12 <\/td>\n<\/tr>\n
377<\/td>\nSECTION 2405 SLOPED GLAZING AND SKYLIGHTS <\/td>\n<\/tr>\n
378<\/td>\nCOMMENTARY FIGURE 2405.3(1) FULLY TEMPERED GLAZING\u201430\u00b0 MAXIMUM SLOPE <\/td>\n<\/tr>\n
379<\/td>\nCOMMENTARY FIGURE 2405.3(2) INACCESSIBLE AREA UNDER SLOPED GLAZING <\/td>\n<\/tr>\n
380<\/td>\nEQUATION 24-13
EQUATION 24-14
EQUATION 24-15 <\/td>\n<\/tr>\n
381<\/td>\nSECTION 2406 SAFETY GLAZING <\/td>\n<\/tr>\n
382<\/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
383<\/td>\nCOMMENTARY FIGURE 2406.4.1 EXAMPLES OF DOORS REQUIRING SAFETY GLAZING <\/td>\n<\/tr>\n
384<\/td>\nCOMMENTARY FIGURE 2406.4.2(1) SAFETY GLAZING IN CLOSE PROXIMITY TO DOORS <\/td>\n<\/tr>\n
385<\/td>\nCOMMENTARY FIGURE 2406.4.2(2) SAFETY GLAZING AT FULL-HEIGHT INTERVENING WALL <\/td>\n<\/tr>\n
386<\/td>\nCOMMENTARY FIGURE 2406.4.2(3) SAFETY GLAZING AT INTERMEDIATE-HEIGHT INTERVENING WALL <\/td>\n<\/tr>\n
387<\/td>\nCOMMENTARY FIGURE 2406.4.3(1) FIXED OR OPERABLE GLAZED OPENING <\/td>\n<\/tr>\n
388<\/td>\nCOMMENTARY FIGURE 2406.4.3(2) HORIZONTAL RAIL AT GLAZED OPENINGS <\/td>\n<\/tr>\n
389<\/td>\nCOMMENTARY FIGURE 2406.4.3(3) ELEVATED GLAZED OPENINGS <\/td>\n<\/tr>\n
390<\/td>\nCOMMENTARY FIGURE 2406.4.5(1) SAFETY GLAZING AT WET SURFACES
COMMENTARY FIGURE 2406.4.5(2) GLAZING IN POOL ENCLOSURE <\/td>\n<\/tr>\n
391<\/td>\nSECTION 2407 GLASS IN HANDRAILS AND GUARDS <\/td>\n<\/tr>\n
392<\/td>\nSECTION 2408 GLAZING IN ATHLETIC FACILITIES
SECTION 2409 GLASS IN WALKWAYS, ELEVATOR HOISTWAYS AND ELEVATOR CARS <\/td>\n<\/tr>\n
393<\/td>\nBIBLIOGRAPHY <\/td>\n<\/tr>\n
394<\/td>\nCHAPTER 25: GYPSUM BOARD, GYPSUM PANEL PRODUCTS AND PLASTER
GENERAL COMMENTS
PURPOSE
SECTION 2501 GENERAL <\/td>\n<\/tr>\n
395<\/td>\nSECTION 2502 PERFORMANCE
SECTION 2503 INSPECTION
SECTION 2504 VERTICAL AND HORIZONTAL ASSEMBLIES <\/td>\n<\/tr>\n
396<\/td>\nCOMMENTARY FIGURE 2504.1.2(1) STUDLESS PLASTER PARTITION WITH GYPSUM BOARD LATH
SECTION 2505 SHEAR WALL CONSTRUCTION <\/td>\n<\/tr>\n
397<\/td>\nCOMMENTARY FIGURE 2504.1.2(2) STUDLESS PLASTER PARTITION WITH RIB METAL LATH
SECTION 2506 GYPSUM BOARD AND GYPSUM PANEL PRODUCT MATERIALS <\/td>\n<\/tr>\n
398<\/td>\nTABLE 2506.2 GYPSUM BOARD AND GYPSUM PANEL PRODUCTS MATERIALS AND ACCESSORIES <\/td>\n<\/tr>\n
399<\/td>\nSECTION 2507 LATHING AND PLASTERING
TABLE 2507.2 LATH, PLASTERING MATERIALS AND ACCESSORIES <\/td>\n<\/tr>\n
400<\/td>\nSECTION 2508 GYPSUM CONSTRUCTION
TABLE 2508.1 INSTALLATION OF GYPSUM CONSTRUCTION <\/td>\n<\/tr>\n
402<\/td>\nTABLE 2508.6 SHEAR CAPACITY FOR HORIZONTAL WOOD-FRAME GYPSUM BOARD DIAPHRAGM CEILING ASSEMBLIES <\/td>\n<\/tr>\n
403<\/td>\nCOMMENTARY FIGURE 2508.6(1) HORIZONTAL GYPSUM BOARD CEILING DIAPHRAGM CONSTRUCTION
COMMENTARY FIGURE 2508.6(2) PARTITION SUPPORTED LATERALLY BY GYPSUM BOARD CEILING DIAPHRAGM <\/td>\n<\/tr>\n
404<\/td>\nCOMMENTARY FIGURE 2508.6.3 PERIMETER BLOCKING
SECTION 2509 SHOWERS AND WATER CLOSETS
TABLE 2509.2 BACKERBOARD MATERIALS <\/td>\n<\/tr>\n
405<\/td>\nSECTION 2510 LATHING AND FURRING FOR CEMENT PLASTER (STUCCO) <\/td>\n<\/tr>\n
406<\/td>\nCOMMENTARY FIGURE 2510.5 THREE-COAT PLASTER ON UNSHEATHED EXTERIOR STUD WALL <\/td>\n<\/tr>\n
408<\/td>\nSECTION 2511 INTERIOR PLASTER <\/td>\n<\/tr>\n
409<\/td>\nTABLE 2511.1.1 INSTALLATION OF PLASTER CONSTRUCTION
COMMENTARY FIGURE 2511.1(1) THREE-COAT PLASTER ON INTERIOR STUD WALL <\/td>\n<\/tr>\n
410<\/td>\nCOMMENTARY FIGURE 2511.1(2) TWO-COAT PLASTER ON INTERIOR STUD WALL
SECTION 2512 EXTERIOR PLASTER <\/td>\n<\/tr>\n
411<\/td>\nCOMMENTARY FIGURE 2512.1 THREE-COAT PLASTER ON EXTERIOR STUD WALL
COMMENTARY FIGURE 2512.1.2 WEEP SCREED FOR EXTERIOR PLASTER ON STUD WALL AT SLAB ON GRADE
COMMENTARY FIGURE 2512.1 THREE-COAT PLASTER ON EXTERIOR STUD WALL <\/td>\n<\/tr>\n
412<\/td>\nTABLE 2512.6 CEMENT PLASTERS <\/td>\n<\/tr>\n
414<\/td>\nSECTION 2513 EXPOSED AGGREGATE PLASTER <\/td>\n<\/tr>\n
415<\/td>\nSECTION 2514 REINFORCED GYPSUM CONCRETE
BIBLIOGRAPHY <\/td>\n<\/tr>\n
416<\/td>\nCHAPTER 26: PLASTIC
GENERAL COMMENTS
PURPOSE <\/td>\n<\/tr>\n
417<\/td>\nSECTION 2601 GENERAL
SECTION 2602 FINISH AND TRIM
SECTION 2603 FOAM PLASTIC INSULATION <\/td>\n<\/tr>\n
418<\/td>\nCOMMENTARY FIGURE 2603.1 FOAM PLASTIC COMPLIANCE <\/td>\n<\/tr>\n
422<\/td>\nCOMMENTARY FIGURE 2603.4.1.6 FOAM PLASTIC, ATTIC AND CRAWL SPACES <\/td>\n<\/tr>\n
423<\/td>\nCOMMENTARY FIGURE 2603.4.1.13 FOAM PLASTIC SPRAY APPLIED TO SILL PLATE AND HEADER <\/td>\n<\/tr>\n
426<\/td>\nFIGURE 2603.8 TERMITE INFESTATION PROBABILITY MAP <\/td>\n<\/tr>\n
429<\/td>\n[BS]TABLE 2603.12.1 CLADDING MINIMUM FASTENING REQUIREMENTS FOR DIRECT ATTACHMENT OVER FOAM PLASTIC SHEATHING TO SUPPORT CLADDING WEIGHTa
[BS]TABLE 2603.12.2 FURRING MINIMUM FASTENING REQUIREMENTS FOR APPLICATION OVER FOAM PLASTIC SHEATHING TO SUPPORT CLADDING WEIGHTa <\/td>\n<\/tr>\n
430<\/td>\n[BS]TABLE 2603.13.1 CLADDING MINIMUM FASTENING REQUIREMENTS FOR DIRECT ATTACHMENT OVER FOAM PLASTIC SHEATHING TO SUPPORT CLADDING WEIGHTa
SECTION 2604 INTERIOR FINISH AND TRIM <\/td>\n<\/tr>\n
431<\/td>\n[BS]TABLE 2603.13.2 FURRING MINIMUM FASTENING REQUIREMENTS FOR APPLICATION OVER FOAM PLASTIC SHEATHING TO SUPPORT CLADDING WEIGHTa <\/td>\n<\/tr>\n
432<\/td>\nSECTION 2605 PLASTIC VENEER
SECTION 2606 LIGHT-TRANSMITTING PLASTICS <\/td>\n<\/tr>\n
434<\/td>\nSECTION 2607 LIGHT-TRANSMITTING PLASTIC WALL PANELS <\/td>\n<\/tr>\n
435<\/td>\nTABLE 2607.4 AREA LIMITATION AND SEPARATION REQUIREMENTS FOR LIGHT-TRANSMITTING PLASTIC WALL PANELSa <\/td>\n<\/tr>\n
436<\/td>\nCOMMENTARY FIGURE 2607.4 FLAME BARRIER\u2014EXCEPTION 1 SECTION 2607.4 <\/td>\n<\/tr>\n
437<\/td>\nSECTION 2608 LIGHT-TRANSMITTING PLASTIC GLAZING
SECTION 2609 LIGHT-TRANSMITTING PLASTIC ROOF PANELS <\/td>\n<\/tr>\n
438<\/td>\nCOMMENTARY FIGURE 2609.2 PLASTIC ROOF PANEL SEPARATION FROM OTHER PANELS <\/td>\n<\/tr>\n
439<\/td>\nTABLE 2609.4 AREA LIMITATIONS FOR LIGHT-TRANSMITTING PLASTIC ROOF PANELS
COMMENTARY FIGURE 2609.3 PLASTIC ROOF PANEL SEPARATION FROM EXTERIOR WALL <\/td>\n<\/tr>\n
440<\/td>\nSECTION 2610 LIGHT-TRANSMITTING PLASTIC SKYLIGHT GLAZING <\/td>\n<\/tr>\n
441<\/td>\nSECTION 2611 LIGHT-TRANSMITTING PLASTIC INTERIOR SIGNS <\/td>\n<\/tr>\n
442<\/td>\nSECTION 2612 PLASTIC COMPOSITES <\/td>\n<\/tr>\n
443<\/td>\nSECTION 2613 FIBER-REINFORCED POLYMER <\/td>\n<\/tr>\n
444<\/td>\nSECTION 2614 REFLECTIVE PLASTIC CORE INSULATION <\/td>\n<\/tr>\n
445<\/td>\nBIBLIOGRAPHY <\/td>\n<\/tr>\n
446<\/td>\nCHAPTER 27: ELECTRICAL
GENERAL COMMENTS
PURPOSE
SECTION 2701 GENERAL
SECTION 2702 EMERGENCY AND STANDBY POWER SYSTEMS <\/td>\n<\/tr>\n
452<\/td>\nCHAPTER 28: MECHANICAL SYSTEMS
GENERAL COMMENTS
PURPOSE
SECTION 2801 GENERAL <\/td>\n<\/tr>\n
454<\/td>\nCHAPTER 29: PLUMBING SYSTEMS
GENERAL COMMENTS
PURPOSE
SECTION 2901 GENERAL
SECTION 2902 MINIMUM PLUMBING FACILITIES <\/td>\n<\/tr>\n
457<\/td>\n[P] TABLE 2902.1 MINIMUM NUMBER OF REQUIRED PLUMBING FIXTURES <\/td>\n<\/tr>\n
458<\/td>\n[P] TABLE 2902.1\u2014continued MINIMUM NUMBER OF REQUIRED PLUMBING FIXTURESa (See Sections 2902.1.1 and 2902.2) <\/td>\n<\/tr>\n
459<\/td>\n[P] TABLE 2902.1\u2014continued MINIMUM NUMBER OF REQUIRED PLUMBING FIXTURESa (See Sections 2902.1.1 and 2902.2) <\/td>\n<\/tr>\n
461<\/td>\nCOMMENTARY FIGURE 2902.1.1(1) SOLUTION SUMMARY FOR SAMPLE PROBLEM 1 <\/td>\n<\/tr>\n
463<\/td>\nCOMMENTARY FIGURE 2902.1.1(2) SOLUTION SUMMARY FOR SAMPLE PROBLEM 2 <\/td>\n<\/tr>\n
464<\/td>\nCOMMENTARY FIGURE 2902.1.1(3) SOLUTION SUMMARY FOR SAMPLE PROBLEM 3 <\/td>\n<\/tr>\n
465<\/td>\nCOMMENTARY FIGURE 2902.1.1(4) SOLUTION SUMMARY FOR SAMPLE PROBLEM 4
COMMENTARY FIGURE 2902.1.1(5) BUILDING PLUMBING FIXTURE TOTALS FOR SAMPLE PROBLEM 4 <\/td>\n<\/tr>\n
468<\/td>\nCOMMENTARY FIGURE 2902.3 RESTAURANT ENTRY SIGN <\/td>\n<\/tr>\n
469<\/td>\nCOMMENTARY FIGURE 2902.3.1(1) CUSTOMER TOILET ACCESS
COMMENTARY FIGURE 2902.3.1(2) WALK-UP ICE CREAM SHOP WITH OUTDOOR SEATING <\/td>\n<\/tr>\n
472<\/td>\n[P] SECTION 2903 INSTALLATION OF FIXTURES <\/td>\n<\/tr>\n
474<\/td>\nCOMMENTARY FIGURE [P] 2903.1.1(1) MINIMUM CLEARANCE BETWEEN FIXTURES <\/td>\n<\/tr>\n
475<\/td>\nCOMMENTARY FIGURE [P] 2903.1.1(2) CORNER SINK USER CLEARANCE <\/td>\n<\/tr>\n
476<\/td>\nCOMMENTARY FIGURE [P] 2903.1.3 FIXTURE AND DOOR OBSTRUCTION
BIBLIOGRAPHY <\/td>\n<\/tr>\n
477<\/td>\nCOMMENTARY FIGURE [P] 2903.1.5(1) URINAL PARTITIONS
COMMENTARY FIGURE [P] 2903.1.5(2) URINAL PARTITIONS <\/td>\n<\/tr>\n
478<\/td>\nCHAPTER 30: ELEVATORS AND CONVEYING SYSTEMS
GENERAL COMMENTS
PURPOSE
SECTION 3001 GENERAL <\/td>\n<\/tr>\n
479<\/td>\nTABLE 3001.3 ELEVATORS AND CONVEYING SYSTEMS AND COMPONENTS <\/td>\n<\/tr>\n
480<\/td>\nSECTION 3002 HOISTWAY ENCLOSURES <\/td>\n<\/tr>\n
481<\/td>\nCOMMENTARY FIGURE 3002.3 ELEVATOR CORRIDOR CALL STATION PICTOGRAPH <\/td>\n<\/tr>\n
482<\/td>\nCOMMENTARY FIGURE 3002.6 ADDITIONAL DOOR IN FRONT OF HOISTWAY <\/td>\n<\/tr>\n
483<\/td>\nCOMMENTARY FIGURE 3002.4(1) EXAMPLES: ELEVATOR CAR SIZING\u20143,500 lb PASSENGER ELEVATOR
COMMENTARY FIGURE 3002.4(2) EXAMPLES: ELEVATOR CAR SIZING\u20144,000 lb PASSENGER ELEVATOR <\/td>\n<\/tr>\n
484<\/td>\nSECTION 3003 EMERGENCY OPERATIONS <\/td>\n<\/tr>\n
486<\/td>\nSECTION 3004 CONVEYING SYSTEMS
COMMENTARY FIGURE 3004.2.1 DRAFT AND SPRINKLER WATER CURTAIN <\/td>\n<\/tr>\n
487<\/td>\nSECTION 3005 MACHINE ROOMS <\/td>\n<\/tr>\n
489<\/td>\nCOMMENTARY FIGURE 3005.4 EXCEPTIONS, MACHINE ROOM FIRE RESISTANCE
SECTION 3006 ELEVATOR LOBBIES AND HOISTWAY OPENING PROTECTION <\/td>\n<\/tr>\n
492<\/td>\nSECTION 3007 FIRE SERVICE ACCESS ELEVATOR <\/td>\n<\/tr>\n
494<\/td>\nCOMMENTARY FIGURE 3007.6 LOBBY COMPARISON TABLE\u2014FIRE SERVICES ACCESS ELEVATORS AND OCCUPANT EVACUATION ELEVATORS <\/td>\n<\/tr>\n
495<\/td>\nFIGURE 3007.6.5 FIRE SERVICE ACCESS ELEVATOR SYMBOL <\/td>\n<\/tr>\n
496<\/td>\nSECTION 3008 OCCUPANT EVACUATION ELEVATORS <\/td>\n<\/tr>\n
502<\/td>\nBIBLIOGRAPHY <\/td>\n<\/tr>\n
504<\/td>\nCHAPTER 31: SPECIAL CONSTRUCTION
GENERAL COMMENTS
PURPOSE
SECTION 3101 GENERAL
SECTION 3102 MEMBRANE STRUCTURES <\/td>\n<\/tr>\n
507<\/td>\nCOMMENTARY FIGURE 3102.6.1 NONCOMBUSTIBLE AND FLAME-RESISTANT MEMBRANE CONSTRUCTION <\/td>\n<\/tr>\n
509<\/td>\nSECTION 3103 TEMPORARY STRUCTURES <\/td>\n<\/tr>\n
510<\/td>\nSECTION 3104 PEDESTRIAN WALKWAYS AND TUNNELS
COMMENTARY FIGURE 3104.1 EXAMPLE\u2014PEDESTRIAN WALKWAY <\/td>\n<\/tr>\n
511<\/td>\nCOMMENTARY FIGURE 3104.5.1 PEDESTRIAN WALKWAY\u2014BUILDING INTERFACE <\/td>\n<\/tr>\n
512<\/td>\nCOMMENTARY FIGURE 3104.5.2 ALTERNATIVE SEPARATION <\/td>\n<\/tr>\n
513<\/td>\nCOMMENTARY FIGURE 3104.5.3(1) OPEN SIDES ON PEDESTRIAN WALKWAY (NONSPRINKLERED) <\/td>\n<\/tr>\n
514<\/td>\nCOMMENTARY FIGURE 3104.5.3(2) OPEN SIDES ON PEDESTRIAN WALKWAY (SPRINKLERED) <\/td>\n<\/tr>\n
515<\/td>\nCOMMENTARY FIGURE 3104.5.4 EXTERIOR WALLS GREATER THAN 2 HOURS
SECTION 3105 AWNINGS AND CANOPIES <\/td>\n<\/tr>\n
516<\/td>\nCOMMENTARY FIGURE 3104.10 TUNNELED WALKWAY
COMMENTARY FIGURE 3105.1(1) EXAMPLE\u2014CANOPY <\/td>\n<\/tr>\n
517<\/td>\nCOMMEMTARY FIGURE 3105.1(2) EXAMPLE\u2014CANOPY STRUCTURE
COMMENTARY FIGURE 3105.1(3) EXAMPLE\u2014AWNING
SECTION 3106 MARQUEES <\/td>\n<\/tr>\n
518<\/td>\nCOMMENTARY FIGURE 3106.1(1) EXAMPLE\u2014MARQUEE
COMMENTARY FIGURE 3106.1(2) EXAMPLE\u2014MARQUEE
SECTION 3107 SIGNS
SECTION 3108 TELECOMMUNICATION AND BROADCAST TOWERS <\/td>\n<\/tr>\n
519<\/td>\nCOMMENTARY FIGURE 3106.2 PERMISSIBLE PROJECTION, HEIGHT AND CLEARANCES FOR MARQUEES <\/td>\n<\/tr>\n
520<\/td>\nSECTION 3109 SWIMMING POOLS, SPAS AND HOT TUBS
SECTION 3110 AUTOMATIC VEHICULAR GATES
SECTION 3111 SOLAR ENERGY SYSTEMS <\/td>\n<\/tr>\n
522<\/td>\nSECTION 3112 GREENHOUSES <\/td>\n<\/tr>\n
523<\/td>\nSECTION 3113 RELOCATABLE BUILDINGS <\/td>\n<\/tr>\n
524<\/td>\nSECTION 3114 PUBLIC USE RESTROOM BUILDINGS IN FLOOD HAZARD AREAS
COMMENTARY FIGURE 3114.1 PUBLIC RESTROOM FLOOD ELEVATION COMPLIANT <\/td>\n<\/tr>\n
525<\/td>\nCOMMENTARY FIGURE 3114.2 PUBLIC RESTROOM DESIGNED FOR FLOOD RESISTANCE
SECTION 3115 INTERMODAL SHIPPING CONTAINERS <\/td>\n<\/tr>\n
526<\/td>\nCOMMENTARY FIGURE 3115.1(1) EXAMPLE OF SHIPPING CONTAINER STRUCTURE WITH MULTIPLE SHIPPING CONTAINERS
COMMENTARY FIGURE 3115.1(2) EXAMPLE OF SHIPPING CONTAINER STRUCTURE WITH MULTIPLE SHIPPING CONTAINERS
COMMENTARY FIGURE 3115.1(3) EXAMPLE OF SINGLE SHIPPING CONTAINER STRUCTURE <\/td>\n<\/tr>\n
527<\/td>\nCOMMENTARY FIGURE 3115.3 EXAMPLE OF SHIPPING CONTAINER STRUCTURE DATAPLATE <\/td>\n<\/tr>\n
530<\/td>\nTABLE 3115.8.5.3 ALLOWABLE SHEAR VALUES FOR INTERMODAL SHIPPING CONTAINER CORRUGATED STEEL WALLS FOR WIND OR SEISMIC LOADING <\/td>\n<\/tr>\n
531<\/td>\nFIGURE 3115.8.5.3(1) BRACING UNIT DISTRIBUTION\u2014MAXIMUM LINEAR LENGTH
FIGURE 3115.8.5.3(2) BRACING UNIT DISTRIBUTION\u2014MINIMUM LINEAR LENGTH
BIBLIOGRAPHY <\/td>\n<\/tr>\n
532<\/td>\nFIGURE 3115.8.5.3(3) BRACING UNIT DISTRIBUTION\u2014BOUNDARY ELEMENTS
FIGURE 3115.8.5.3(4) BRACING UNIT DISTRIBUTION\u2014PENETRATION LIMITATIONS <\/td>\n<\/tr>\n
534<\/td>\nCHAPTER 32: ENCROACHMENTS INTO THE PUBLIC RIGHT-OF-WAY
GENERAL COMMENTS
PURPOSE
SECTION 3201 GENERAL <\/td>\n<\/tr>\n
535<\/td>\nSECTION 3202 ENCROACHMENTS
COMMENTARY FIGURE 3202.1.1 ENCROACHMENT BELOW GRADE
COMMENTARY FIGURE 3202.1.3 AREAWAYS <\/td>\n<\/tr>\n
536<\/td>\nCOMMENTARY FIGURE 3202.2.1 STEPS <\/td>\n<\/tr>\n
537<\/td>\nCOMMENTARY FIGURE 3202.2.3 AWNINGS <\/td>\n<\/tr>\n
538<\/td>\nCOMMENTARY FIGURE 3202.3.1 AWNINGS, CANOPIES, MARQUEES AND SIGNS 8 FEET OR MORE ABOVE GRADE <\/td>\n<\/tr>\n
539<\/td>\nCOMMENTARY FIGURE 3202.3.2 WINDOWS, BALCONIES, ARCHITECTURAL FEATURES AND MECHANICAL EQUIPMENT <\/td>\n<\/tr>\n
540<\/td>\nCHAPTER 33: SAFEGUARDS DURING CONSTRUCTION
GENERAL COMMENTS
PURPOSE
SECTION 3301 GENERAL
SECTION 3302 CONSTRUCTION SAFEGUARDS <\/td>\n<\/tr>\n
541<\/td>\nSECTION 3303 DEMOLITION <\/td>\n<\/tr>\n
542<\/td>\nSECTION 3304 SITE WORK
SECTION 3305 SANITARY
SECTION 3306 PROTECTION OF PEDESTRIANS <\/td>\n<\/tr>\n
543<\/td>\nTABLE 3306.1 PROTECTION OF PEDESTRIANS <\/td>\n<\/tr>\n
545<\/td>\nSECTION 3307 PROTECTION OF ADJOINING PROPERTY
SECTION 3308 TEMPORARY USE OF STREETS, ALLEYS AND PUBLIC PROPERTY <\/td>\n<\/tr>\n
546<\/td>\nSECTION 3309 FIRE EXTINGUISHERS
SECTION 3310 MEANS OF EGRESS
SECTION 3311 STANDPIPES <\/td>\n<\/tr>\n
547<\/td>\nSECTION 3312 AUTOMATIC SPRINKLER SYSTEM
SECTION 3313 WATER SUPPLY FOR FIRE PROTECTION <\/td>\n<\/tr>\n
548<\/td>\nSECTION 3314 FIRE WATCH DURING CONSTRUCTION <\/td>\n<\/tr>\n
549<\/td>\nBIBLIOGRAPHY <\/td>\n<\/tr>\n
550<\/td>\nCHAPTER 34: RESERVED <\/td>\n<\/tr>\n
552<\/td>\nCHAPTER 35: REFERENCED STANDARDS
GENERAL COMMENTS
PURPOSE <\/td>\n<\/tr>\n
553<\/td>\nCOMMENTARY FIGURE 35 REFERENCED STANDARD <\/td>\n<\/tr>\n
554<\/td>\nAA
AAMA
ACI
AISC <\/td>\n<\/tr>\n
555<\/td>\nAISI
ALI
AMCA
ANSI <\/td>\n<\/tr>\n
556<\/td>\nAPA <\/td>\n<\/tr>\n
557<\/td>\nASABE
ASCE\/SEI
ASHRAE <\/td>\n<\/tr>\n
558<\/td>\nASME
ASSP
ASTM <\/td>\n<\/tr>\n
569<\/td>\nAWC <\/td>\n<\/tr>\n
570<\/td>\nAWCI
AWPA
AWS
BHMA
CEN
CPA <\/td>\n<\/tr>\n
571<\/td>\nCPSC
CSA
CSSB
DASMA <\/td>\n<\/tr>\n
572<\/td>\nDHA
DOC
DOL
DOTn
EN
FEMA <\/td>\n<\/tr>\n
573<\/td>\nFM
GA
ICC <\/td>\n<\/tr>\n
574<\/td>\nISO <\/td>\n<\/tr>\n
575<\/td>\nMHI
NAAMM
NCMA
NFPA <\/td>\n<\/tr>\n
577<\/td>\nPCI <\/td>\n<\/tr>\n
578<\/td>\nPTI
RMI
SBCA
SDI
SJI
SPRI <\/td>\n<\/tr>\n
579<\/td>\nSRCC
TIA
TMS
TPI
UL <\/td>\n<\/tr>\n
582<\/td>\nULC
USC
WCLIB
WDMA
WRI <\/td>\n<\/tr>\n
584<\/td>\nAPPENDIX A: EMPLOYEE QUALIFICATIONS
GENERAL COMMENTS
PURPOSE
SECTION A101 BUILDING OFFICIAL QUALIFICATIONS <\/td>\n<\/tr>\n
585<\/td>\nSECTION A102 REFERENCED STANDARDS
TABLE A102.1 REFERENCED STANDARDS <\/td>\n<\/tr>\n
586<\/td>\nAPPENDIX B: BOARD OF APPEALS
GENERAL COMMENTS
PURPOSE
SECTION B101 GENERAL <\/td>\n<\/tr>\n
590<\/td>\nAPPENDIX C: GROUP U-AGRICULTURAL BUILDINGS
GENERAL COMMENTS
PURPOSE
SECTION C101 GENERAL <\/td>\n<\/tr>\n
591<\/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
SECTION C103 MIXED OCCUPANCIES <\/td>\n<\/tr>\n
592<\/td>\nSECTION C104 EXITS <\/td>\n<\/tr>\n
594<\/td>\nAPPENDIX D: FIRE DISTRICTS
GENERAL COMMENTS
PURPOSE
SECTION D101 GENERAL <\/td>\n<\/tr>\n
595<\/td>\nCOMMENTARY FIGURE D101.2.1 EXAMPLE OF FIRE DISTRICTS <\/td>\n<\/tr>\n
596<\/td>\nCOMMENTARY FIGURE D101.2.2 BUFFER ZONES
SECTION D102 BUILDING RESTRICTIONS <\/td>\n<\/tr>\n
597<\/td>\nCOMMENTARY FIGURE D101.2.3 ADDING ADJACENT BLOCKS <\/td>\n<\/tr>\n
598<\/td>\nSECTION D103 CHANGES TO BUILDINGS <\/td>\n<\/tr>\n
599<\/td>\nSECTION D104 BUILDINGS LOCATED PARTIALLY IN THE FIRE DISTRICT
COMMENTARY FIGURE D104 BUILDINGS PARTIALLY WITHIN FIRE DISTRICTS
SECTION D105 EXCEPTIONS TO RESTRICTIONS IN FIRE DISTRICT <\/td>\n<\/tr>\n
600<\/td>\nSECTION D106 REFERENCED STANDARDS
TABLE D106.1 REFERENCED STANDARDS
BIBLIOGRAPHY <\/td>\n<\/tr>\n
602<\/td>\nAPPENDIX E: SUPPLEMENTARY ACCESSIBILITY REQUIREMENTS
GENERAL COMMENTS
PURPOSE <\/td>\n<\/tr>\n
603<\/td>\nSECTION E101 GENERAL
SECTION E102 DEFINITIONS
SECTION E103 ACCESSIBLE ROUTE
SECTION E104 SPECIAL OCCUPANCIES <\/td>\n<\/tr>\n
604<\/td>\nTABLE E104.2.1 DWELLING OR SLEEPING UNITS WITH ACCESSIBLE COMMUNICATION FEATURES <\/td>\n<\/tr>\n
605<\/td>\nSECTION E105 OTHER FEATURES AND FACILITIES <\/td>\n<\/tr>\n
606<\/td>\nSECTION E106 TELEPHONES
TABLE E106.2 WHEELCHAIR-ACCESSIBLE TELEPHONES <\/td>\n<\/tr>\n
607<\/td>\nCOMMENTARY FIGURE E106.4 EXAMPLE OF TELEPHONE WITH TTY <\/td>\n<\/tr>\n
608<\/td>\nSECTION E107 SIGNAGE
COMMENTARY FIGURE E107.2 EXAMPLE OF ROOM DESIGNATION SIGNAGE <\/td>\n<\/tr>\n
609<\/td>\nCOMMENTARY FIGURE E107.3 EXAMPLE OF DIRECTIONAL SIGNAGE
SECTION E108 BUS STOPS <\/td>\n<\/tr>\n
610<\/td>\nSECTION E109 TRANSPORTATION FACILITIES AND STATIONS <\/td>\n<\/tr>\n
612<\/td>\nSECTION E110 AIRPORTS
SECTION E111 REFERENCED STANDARDS
TABLE E111.1 REFERENCED STANDARDS
BIBLIOGRAPHY <\/td>\n<\/tr>\n
614<\/td>\nAPPENDIX F: RODENTPROOFING
GENERAL COMMENTS
PURPOSE
SECTION F101 GENERAL <\/td>\n<\/tr>\n
616<\/td>\nAPPENDIX G: FLOOD-RESISTANT CONSTRUCTION
GENERAL COMMENTS
PURPOSE
SECTION G101 ADMINISTRATION <\/td>\n<\/tr>\n
617<\/td>\nSECTION G102 DEFINITIONS <\/td>\n<\/tr>\n
618<\/td>\nSECTION G103 APPLICABILITY <\/td>\n<\/tr>\n
619<\/td>\nSECTION G104 POWERS AND DUTIES <\/td>\n<\/tr>\n
622<\/td>\nSECTION G105 PERMITS <\/td>\n<\/tr>\n
623<\/td>\nSECTION G106 VARIANCES <\/td>\n<\/tr>\n
626<\/td>\nSECTION G107 SUBDIVISIONS
SECTION G108 SITE IMPROVEMENT <\/td>\n<\/tr>\n
627<\/td>\nSECTION G109 MANUFACTURED HOMES <\/td>\n<\/tr>\n
629<\/td>\nSECTION G110 RECREATIONAL VEHICLES
SECTION G111 TANKS
SECTION G112 OTHER BUILDING WORK <\/td>\n<\/tr>\n
630<\/td>\nSECTION G113 TEMPORARY STRUCTURES AND TEMPORARY STORAGE
SECTION G114 UTILITY AND MISCELLANEOUS GROUP U <\/td>\n<\/tr>\n
631<\/td>\nSECTION G115 REFERENCED STANDARDS
TABLE G115.1 REFERENCED STANDARDS
BIBLIOGRAPHY <\/td>\n<\/tr>\n
634<\/td>\nAPPENDIX H: SIGNS
GENERAL COMMENTS
PURPOSE
SECTION H101 GENERAL <\/td>\n<\/tr>\n
635<\/td>\nSECTION H102 DEFINITIONS <\/td>\n<\/tr>\n
636<\/td>\nSECTION H103 LOCATION
SECTION H104 IDENTIFICATION
SECTION H105 DESIGN AND CONSTRUCTION <\/td>\n<\/tr>\n
637<\/td>\nSECTION H106 ELECTRICAL
SECTION H107 COMBUSTIBLE MATERIALS <\/td>\n<\/tr>\n
638<\/td>\nSECTION H108 ANIMATED DEVICES
SECTION H109 GROUND SIGNS <\/td>\n<\/tr>\n
639<\/td>\nSECTION H110 ROOF SIGNS
SECTION H111 WALL SIGNS <\/td>\n<\/tr>\n
640<\/td>\nSECTION H112 PROJECTING SIGNS <\/td>\n<\/tr>\n
641<\/td>\nSECTION H113 MARQUEE SIGNS
SECTION H114 PORTABLE SIGNS
SECTION H115 THICKNESS OF SIGNS <\/td>\n<\/tr>\n
642<\/td>\nTABLE H115.1(1) SIZE, THICKNESS AND TYPE OF GLASS PANELS IN SIGNS
TABLE H115.1(2) THICKNESS OF PROJECTION SIGN
SECTION H116 REFERENCED STANDARDS
TABLE H116.1 REFERENCED STANDARDS <\/td>\n<\/tr>\n
644<\/td>\nAPPENDIX I: PATIO COVERS
GENERAL COMMENTS
PURPOSE
SECTION I101 GENERAL
SECTION I102 DEFINITION
SECTION I103 EXTERIOR WALLS AND OPENINGS <\/td>\n<\/tr>\n
645<\/td>\nSECTION I104 HEIGHT
SECTION I105 STRUCTURAL PROVISIONS <\/td>\n<\/tr>\n
646<\/td>\nAPPENDIX J: GRADING
GENERAL COMMENTS
PURPOSE
SECTION J101 GENERAL
SECTION J102 DEFINITIONS <\/td>\n<\/tr>\n
647<\/td>\nSECTION J103 PERMITS REQUIRED
SECTION J104 PERMIT APPLICATION AND SUBMITTALS <\/td>\n<\/tr>\n
648<\/td>\nSECTION J105 INSPECTIONS
SECTION J106 EXCAVATIONS
SECTION J107 FILLS <\/td>\n<\/tr>\n
649<\/td>\nFIGURE J107.3 BENCHING DETAILS
SECTION J108 SETBACKS <\/td>\n<\/tr>\n
650<\/td>\nFIGURE J108.1 DRAINAGE DIMENSIONS
SECTION J109 DRAINAGE AND TERRACING <\/td>\n<\/tr>\n
651<\/td>\nSECTION J110 EROSION CONTROL
SECTION J111 REFERENCED STANDARDS
TABLE J111.1 REFERENCED STANDARDS
BIBLIOGRAPHY <\/td>\n<\/tr>\n
652<\/td>\nAPPENDIX K: ADMINISTRATIVE PROVISIONS
GENERAL COMMENTS
PURPOSE
SECTION K101 GENERAL
SECTION K102 APPLICABILITY
SECTION K103 PERMITS <\/td>\n<\/tr>\n
653<\/td>\nSECTION K104 CONSTRUCTION DOCUMENTS
SECTION K105 ALTERNATIVE ENGINEERED DESIGN
SECTION K106 REQUIRED INSPECTIONS
SECTION K107 PREFABRICATED CONSTRUCTION <\/td>\n<\/tr>\n
654<\/td>\nSECTION K108 TESTING
SECTION K109 RECONNECTION
SECTION K110 CONDEMNING ELECTRICAL SYSTEMS
SECTION K111 ELECTRICAL PROVISIONS <\/td>\n<\/tr>\n
656<\/td>\nAPPENDIX L: EARTHQUAKE RECORDING INSTRUMENTATION
GENERAL COMMENTS
PURPOSE
SECTION L101 GENERAL <\/td>\n<\/tr>\n
658<\/td>\nAPPENDIX M: TSUNAMI-GENERATED FLOOD HAZARDS
GENERAL COMMENTS <\/td>\n<\/tr>\n
659<\/td>\nPURPOSE
SECTION M101 REFUGE STRUCTURES FOR VERTICAL EVACUATION FROM TSUNAMI-GENERATED FLOOD HAZARDS <\/td>\n<\/tr>\n
660<\/td>\nSECTION M102 REFERENCED STANDARDS
TABLE M102.1 REFERENCED STANDARDS <\/td>\n<\/tr>\n
662<\/td>\nAPPENDIX N: REPLICABLE BUILDINGS
GENERAL COMMENTS
PURPOSE
SECTION N101 ADMINISTRATION
SECTION N102 DEFINITIONS
SECTION N103 REPLICABLE DESIGN REQUIREMENTS <\/td>\n<\/tr>\n
663<\/td>\nSECTION N104 REPLICABLE DESIGN SUBMITTAL REQUIREMENTS
SECTION N105 REVIEW AND APPROVAL OF REPLICABLE DESIGN <\/td>\n<\/tr>\n
664<\/td>\nSECTION N106 SITE-SPECIFIC APPLICATION OF APPROVED REPLICABLE DESIGN
SECTION N107 SITE-SPECIFIC REVIEW AND APPROVAL OF REPLICABLE DESIGN <\/td>\n<\/tr>\n
666<\/td>\n[A] APPENDIX O: PERFORMANCE-BASED APPLICATION
GENERAL COMMENTS
PURPOSE
[A] SECTION O101 GENERAL <\/td>\n<\/tr>\n
670<\/td>\nBIBLIOGRAPHY <\/td>\n<\/tr>\n
672<\/td>\nINDEX <\/td>\n<\/tr>\n
710<\/td>\nRESOURCE A RECOMMENDED PRACTICES FOR REMOTE VIRTUAL INSPECTIONS (RVI) <\/td>\n<\/tr>\n
712<\/td>\nRECOMMENDED PRACTICES FOR REMOTE VIRTUAL INSPECTIONS [RVI] <\/td>\n<\/tr>\n
713<\/td>\nCOPYRIGHT <\/td>\n<\/tr>\n
714<\/td>\nTABLE OF CONTENTS <\/td>\n<\/tr>\n
716<\/td>\nPREFACE <\/td>\n<\/tr>\n
717<\/td>\nABOUT THE INTERNATIONAL CODE COUNCIL\u00ae <\/td>\n<\/tr>\n
718<\/td>\n1.0 INTRODUCTION
PURPOSE AND SCOPE
2.0 DEFINITIONS AND ACRONYMS
3.0 REMOTE VIRTUAL INSPECTION PROCESS <\/td>\n<\/tr>\n
719<\/td>\nCUSTOMER: REQUESTING A REMOTE VIRTUAL INSPECTION <\/td>\n<\/tr>\n
720<\/td>\nAHJ: SCHEDULING REMOTE VIRTUAL INSPECTION <\/td>\n<\/tr>\n
721<\/td>\nCUSTOMER: PREPARE FOR REMOTE VIRTUAL INSPECTION
CUSTOMER: PREPARE TO RECEIVE REMOTE VIRTUAL INSPECTION CALL <\/td>\n<\/tr>\n
722<\/td>\nWHAT TO EXPECT DURING THE INSPECTION
INSPECTION RESULTS <\/td>\n<\/tr>\n
723<\/td>\nMAINTAINING RECORDS OF INSPECTIONS
4.0 TRAINING AND COMMUNICATION
STAFF TRAINING <\/td>\n<\/tr>\n
724<\/td>\nCUSTOMER\/APPLICANT
ADDITIONAL CONSIDERATIONS <\/td>\n<\/tr>\n
725<\/td>\n5.0 APPENDIX A (EXAMPLES OF POTENTIAL ACTIVITIES) <\/td>\n<\/tr>\n
726<\/td>\nKEYS TO SUCCESS FOR REMOTE VIRTUAL INSPECTIONS
WHAT ARE REMOTE VIRTUAL INSPECTIONS (RVI)?
RVI BENEFITS
THE FOUNDATION OF SUCCESS: TRAINING AND COMMUNICATION <\/td>\n<\/tr>\n
727<\/td>\nTHE KEY STEPS TO A REMOTE VIRTUAL INSPECTION <\/td>\n<\/tr>\n
728<\/td>\nADDITIONAL CODE RESOURCES FROM ICC <\/td>\n<\/tr>\n
729<\/td>\nICC DIGITAL CODES PREMIUM <\/td>\n<\/tr>\n
730<\/td>\nICC EVALUATION SERVICE\u00ae <\/td>\n<\/tr>\n
731<\/td>\nS.K. GHOSH ASSOCIATES LLC, SEISMIC AND BUILDING CODE CONSULTING <\/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>\n2021<\/td>\n731<\/td>\n<\/tr>\n<\/tbody>\n<\/table>\n","protected":false},"featured_media":403866,"template":"","meta":{"rank_math_lock_modified_date":false,"ep_exclude_from_search":false},"product_cat":[2670],"product_tag":[],"class_list":{"0":"post-403862","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\/403862","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\/403866"}],"wp:attachment":[{"href":"https:\/\/pdfstandards.shop\/wp-json\/wp\/v2\/media?parent=403862"}],"wp:term":[{"taxonomy":"product_cat","embeddable":true,"href":"https:\/\/pdfstandards.shop\/wp-json\/wp\/v2\/product_cat?post=403862"},{"taxonomy":"product_tag","embeddable":true,"href":"https:\/\/pdfstandards.shop\/wp-json\/wp\/v2\/product_tag?post=403862"}],"curies":[{"name":"wp","href":"https:\/\/api.w.org\/{rel}","templated":true}]}}