{"id":384842,"date":"2024-10-20T03:27:56","date_gmt":"2024-10-20T03:27:56","guid":{"rendered":"https:\/\/pdfstandards.shop\/product\/uncategorized\/ca-losangelescounty-buildingcode-volume-2-2020\/"},"modified":"2024-10-26T06:17:33","modified_gmt":"2024-10-26T06:17:33","slug":"ca-losangelescounty-buildingcode-volume-2-2020","status":"publish","type":"product","link":"https:\/\/pdfstandards.shop\/product\/publishers\/ca\/ca-losangelescounty-buildingcode-volume-2-2020\/","title":{"rendered":"CA LosAngelesCounty BuildingCode Volume 2 2020"},"content":{"rendered":"

This package includes 2020 County of Los Angeles amendment pages, and the 2019 California Building Code Title 24, Part 2, Volume 2<\/p>\n

PDF Catalog<\/h4>\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\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>\n2020 COUNTY OF LOS ANGELES BUILDING CODE VOLUME 2 LOS ANGELES COUNTY CODE TITLE 26 BASED ON THE 2019 CBC AND 2018 IBC\u00ae <\/td>\n<\/tr>\n
2<\/td>\n2020 COUNTY OF LOS ANGELES BUILDING CODE VOLUME 2 LOS ANGELES COUNTY CODE TITLE 26 BASED ON THE 2019 CBC AND 2018 IBC\u00ae TITLE PAGE <\/td>\n<\/tr>\n
3<\/td>\nCOPYRIGHT <\/td>\n<\/tr>\n
4<\/td>\nPREFACE
ACKNOWLEDGEMENTS <\/td>\n<\/tr>\n
5<\/td>\nCALIFORNIA CODE OF REGULATIONS, TITLE 24 CALIFORNIA AGENCY INFORMATION CONTACT LIST <\/td>\n<\/tr>\n
6<\/td>\nPREFACE TO THE COUNTY OF LOS ANGELES AMENDMENTS <\/td>\n<\/tr>\n
8<\/td>\nCOUNTY OF LOS ANGELES DEPARTMENT OF PUBLIC WORKS OFFICES <\/td>\n<\/tr>\n
10<\/td>\nHOW TO DISTINGUISH BETWEEN MODEL CODE LANGUAGE AND CALIFORNIA AMENDMENTS <\/td>\n<\/tr>\n
11<\/td>\nCALIFORNIA MATRIX ADOPTION TABLES <\/td>\n<\/tr>\n
16<\/td>\nEFFECTIVE USE OF THE INTERNATIONAL BUILDING CODE <\/td>\n<\/tr>\n
26<\/td>\nTABLE OF CONTENTS <\/td>\n<\/tr>\n
42<\/td>\nCALIFORNIA BUILDING CODE \u2013 MATRIX ADOPTION TABLE CHAPTER 16 \u2013 STRUCTURAL DESIGN <\/td>\n<\/tr>\n
44<\/td>\nCHAPTER 16 STRUCTURAL DESIGN
SECTION 1601 GENERAL
SECTION 1602 NOTATIONS <\/td>\n<\/tr>\n
45<\/td>\nSECTION 1603 CONSTRUCTION DOCUMENTS <\/td>\n<\/tr>\n
46<\/td>\nSECTION 1604 GENERAL DESIGN REQUIREMENTS <\/td>\n<\/tr>\n
47<\/td>\nTABLE 1604.3 DEFLECTION LIMITS <\/td>\n<\/tr>\n
48<\/td>\nTABLE 1604.5 RISK CATEGORY OF BUILDINGS AND OTHER STRUCTURES <\/td>\n<\/tr>\n
49<\/td>\nSECTION 1605 LOAD COMBINATIONS
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
50<\/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
EQUATION 16-16
EQUATION 16-17
EQUATION 16-18
EQUATION 16-19
EQUATION 16-20
EQUATION 16-21
EQUATION 16-22 <\/td>\n<\/tr>\n
51<\/td>\nSECTION 1606 DEAD LOADS
SECTION 1607 LIVE LOADS <\/td>\n<\/tr>\n
52<\/td>\nTABLE 1607.1 MINIMUM UNIFORMLY DISTRIBUTED LIVE LOADS, L0, AND MINIMUM CONCENTRATED LIVE LOADSg
TABLE 1607.1\u2014continued MINIMUM UNIFORMLY DISTRIBUTED LIVE LOADS, L0, AND MINIMUM CONCENTRATED LIVE LOADSg <\/td>\n<\/tr>\n
53<\/td>\nTABLE 1607.1\u2014continued MINIMUM UNIFORMLY DISTRIBUTED LIVE LOADS, L0, AND MINIMUM CONCENTRATED LIVE LOADSg
TABLE 1607.1\u2014continued MINIMUM UNIFORMLY DISTRIBUTED LIVE LOADS, Lo, AND MINIMUM CONCENTRATED LIVE LOADSg <\/td>\n<\/tr>\n
54<\/td>\nEQUATION 16-23 <\/td>\n<\/tr>\n
55<\/td>\nTABLE 1607.11.1 LIVE LOAD ELEMENT FACTOR, KLL
EQUATION 16-24
EQUATION 16-25 <\/td>\n<\/tr>\n
56<\/td>\nEQUATION 16-26
EQUATION 16-27
EQUATION 16-28
EQUATION 16-29
EQUATION 16-30
EQUATION 16-31
EQUATION 16-32 <\/td>\n<\/tr>\n
57<\/td>\nSECTION 1608 SNOW LOADS <\/td>\n<\/tr>\n
58<\/td>\nTABLE 1608.2 GROUND SNOW LOADS, pg, FOR ALASKAN LOCATIONS
SECTION 1609 WIND LOADS <\/td>\n<\/tr>\n
59<\/td>\nFIGURE 1608.2 GROUND SNOW LOADS, pg, FOR THE UNITED STATES (psf) <\/td>\n<\/tr>\n
60<\/td>\nFIGURE 1608.2\u2014continued GROUND SNOW LOADS, pg, FOR THE UNITED STATES (psf) <\/td>\n<\/tr>\n
61<\/td>\nFIGURE 1609.3(1) BASIC DESIGN WIND SPEEDS, V, FOR RISK CATEGORY II BUILDINGS AND OTHER STRUCTURES <\/td>\n<\/tr>\n
62<\/td>\nFIGURE 1609.3(2) BASIC DESIGN WIND SPEEDS, V, FOR RISK CATEGORY III BUILDINGS AND OTHER STRUCTURES <\/td>\n<\/tr>\n
63<\/td>\nFIGURE 1609.3(3) BASIC DESIGN WIND SPEEDS, V, FOR RISK CATEGORY IV BUILDINGS AND OTHER STRUCTURES <\/td>\n<\/tr>\n
64<\/td>\nFIGURE 1609.3(4) BASIC DESIGN WIND SPEEDS, V, FOR RISK CATEGORY I BUILDINGS AND OTHER STRUCTURES <\/td>\n<\/tr>\n
65<\/td>\nTABLE 1609.2 WINDBORNE DEBRIS PROTECTION FASTENING SCHEDULE FOR WOOD STRUCTURAL PANELS <\/td>\n<\/tr>\n
66<\/td>\nEQUATION 16-33
TABLE 1609.3.1 WIND SPEED CONVERSIONS <\/td>\n<\/tr>\n
67<\/td>\nEQUATION 16-34
SECTION 1610 SOIL LATERAL LOADS
SECTION 1611 RAIN LOADS
EQUATION 16-35 <\/td>\n<\/tr>\n
68<\/td>\nTABLE 1610.1 LATERAL SOIL LOAD
SECTION 1612 FLOOD LOADS <\/td>\n<\/tr>\n
69<\/td>\n[P] FIGURE 1611.1 100-YEAR, 1-HOUR RAINFALL (INCHES) WESTERN UNITED STATES <\/td>\n<\/tr>\n
70<\/td>\n[P] FIGURE 1611.1\u2014continued 100-YEAR, 1-HOUR RAINFALL (INCHES) CENTRAL UNITED STATES <\/td>\n<\/tr>\n
71<\/td>\n[P] FIGURE 1611.1\u2014continued 100-YEAR, 1-HOUR RAINFALL (INCHES) EASTERN UNITED STATES <\/td>\n<\/tr>\n
72<\/td>\n[P] FIGURE 1611.1\u2014continued 100-YEAR, 1-HOUR RAINFALL (INCHES) ALASKA <\/td>\n<\/tr>\n
73<\/td>\n[P] FIGURE 1611.1\u2014continued 100-YEAR, 1-HOUR RAINFALL (INCHES) HA <\/td>\n<\/tr>\n
74<\/td>\nSECTION 1613 EARTHQUAKE LOADS <\/td>\n<\/tr>\n
75<\/td>\nEQUATION 16-36
EQUATION 16-37
TABLE 1613.2.3(1) VALUES OF SITE COEFFICIENT Fa a
EQUATION 16-38
EQUATION 16-39 <\/td>\n<\/tr>\n
76<\/td>\nTABLE 1613.2.3(2) VALUES OF SITE COEFFICIENT FV a
TABLE 1613.2.5(1) SEISMIC DESIGN CATEGORY BASED ON SHORT-PERIOD (0.2 second) RESPONSE ACCELERATION
TABLE 1613.2.5(2) SEISMIC DESIGN CATEGORY BASED ON 1-SECOND PERIOD RESPONSE ACCELERATION <\/td>\n<\/tr>\n
77<\/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
78<\/td>\nFIGURE 1613.2.1(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) <\/td>\n<\/tr>\n
79<\/td>\nFIGURE 1613.2.1(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) <\/td>\n<\/tr>\n
80<\/td>\nFIGURE 1613.2.1(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) <\/td>\n<\/tr>\n
81<\/td>\nFIGURE 1613.2.1(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) <\/td>\n<\/tr>\n
82<\/td>\nFIGURE 1613.2.1(4) RISK-TARGETED MAXIMUM CONSIDERED EARTHQUAKE (MCER) GROUND MOTION RESPONSE ACCELERATIONS FOR ALASKA OF 0.2-SECOND SPECTRAL RESPONSE ACCELERATION (5% OF CRITICAL DAMPING) <\/td>\n<\/tr>\n
83<\/td>\nFIGURE 1613.2.1(5) RISK-TARGETED MAXIMUM CONSIDERED EARTHQUAKE (MCER) GROUND MOTION RESPONSE ACCELERATIONS FOR ALASKA OF 1.0-SECOND SPECTRAL RESPONSE ACCELERATION (5% OF CRITICAL DAMPING) <\/td>\n<\/tr>\n
84<\/td>\nFIGURE 1613.2.1(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) <\/td>\n<\/tr>\n
85<\/td>\nFIGURE 1613.2.1(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) <\/td>\n<\/tr>\n
86<\/td>\nFIGURE 1613.2.1(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) <\/td>\n<\/tr>\n
87<\/td>\nEQUATION 12.12-1 <\/td>\n<\/tr>\n
91<\/td>\nSECTION 1614 ATMOSPHERIC ICE LOADS
SECTION 1615 TSUNAMI LOADS
SECTION 1616 STRUCTURAL INTEGRITY <\/td>\n<\/tr>\n
92<\/td>\nFIGURE 1616.3 LONGITUDINAL, PERIMETER, TRANSVERSE AND VERTICAL TIES
EQUATION 16-40 <\/td>\n<\/tr>\n
93<\/td>\nEQUATION 16-41
SECTION 1617 ADDITIONAL REQUIREMENTS FOR COMMUNITY COLLEGES [DSA-SS\/CC]
EQUATION 3-1a
EQUATION 3-2
EQUATION 3-3a
EQUATION 3-3b
EQUATION 3-4 <\/td>\n<\/tr>\n
99<\/td>\nTABLE 1224.4.11 ALLOWABLE RAIL DEFLECTION <\/td>\n<\/tr>\n
100<\/td>\nCALIFORNIA BUILDING CODE \u2013 MATRIX ADOPTION TABLE CHAPTER 16A \u2013 STRUCTURAL DESIGN <\/td>\n<\/tr>\n
102<\/td>\nCHAPTER 16A STRUCTURAL DESIGN
SECTION 1601 A GENERAL
SECTION 1602 ANOTATIONS
SECTION 1603A CONSTRUCTION DOCUMENTS <\/td>\n<\/tr>\n
104<\/td>\nSECTION 1604A GENERAL DESIGN REQUIREMENTS <\/td>\n<\/tr>\n
105<\/td>\nTABLE 1604A.3 DEFLECTION LIMITS <\/td>\n<\/tr>\n
106<\/td>\nTABLE 1604A.4 MAXIMUM HORIZONTAL DIAPHRAGM SPAN AND SPAN-DEPTH RATIOS <\/td>\n<\/tr>\n
107<\/td>\nTABLE 1604A.5 RISK CATEGORY OF BUILDINGS AND OTHER STRUCTURES <\/td>\n<\/tr>\n
108<\/td>\nSECTION 1605A LOAD COMBINATIONS
EQUATION 16A-1
EQUATION 16A-2 <\/td>\n<\/tr>\n
109<\/td>\nEQUATION 16A-3
EQUATION 16A-4
EQUATION 16A-5
EQUATION 16A-6
EQUATION 16A-7
EQUATION 16A-8
EQUATION 16A-9
EQUATION 16A-10
EQUATION 16A-11
EQUATION 16A-12
EQUATION 16A-13
EQUATION 16A-14
EQUATION 16A-15
EQUATION 16A-16 <\/td>\n<\/tr>\n
110<\/td>\nEQUATION 16A-17
EQUATION 16A-18
EQUATION 16A-19
EQUATION 16A-20
EQUAITON 16A-21
EQUATION 16A-22
EQUATION 3-1A
EQUATION 3-2
EQUATION 3-3A
EQUATION 3-3B
EQUATION 3-4
SECTION 1606A DEAD LOADS
SECTION 1607A LIVE LOADS <\/td>\n<\/tr>\n
111<\/td>\nTABLE 1607A. 1MINIMUM UNIFORMLY DISTRIBUTED LIVE LOADS, L0, AND MINIMUM CONCENTRATED LIVE LOADSg
TABLE 1607A.1\u2014continued MINIMUM UNIFORMLY DISTRIBUTED LIVE LOADS, L0, AND MINIMUM CONCENTRATED LIVE LOADSg <\/td>\n<\/tr>\n
112<\/td>\nTABLE 1607A.1\u2014continued MINIMUM UNIFORMLY DISTRIBUTED LIVE LOADS, L0, AND MINIMUM CONCENTRATED LIVE LOADSg
TABLE 1607A.1\u2014continued MINIMUM UNIFORMLY DISTRIBUTED LIVE LOADS, Lo, AND MINIMUM CONCENTRATED LIVE LOADSg <\/td>\n<\/tr>\n
114<\/td>\nEQUATION 16A-23
TABLE 1607A.11.1 LIVE LOAD ELEMENT FACTOR, KLL <\/td>\n<\/tr>\n
115<\/td>\nEQUATION 16A-24
EQUATION 16A-25
EQUATION 16A-26
EQUATION 16A-27
EQUATION 16A-28 <\/td>\n<\/tr>\n
116<\/td>\nEQUATION 16A-29
EQUATION 16A-30
EQUATION 16A-31
EQUATION 16A-32 <\/td>\n<\/tr>\n
117<\/td>\nSECTION 1608A SNOW LOADS
SECTION 1609A WIND LOADS <\/td>\n<\/tr>\n
118<\/td>\nTABLE 1609A.2 WINDBORNE DEBRIS PROTECTION FASTENING SCHEDULE FOR WOOD STRUCTURAL PANELS <\/td>\n<\/tr>\n
119<\/td>\nFIGURE 1608A.2 GROUND SNOW LOADS, pg, FOR THE UNITED STATES (p <\/td>\n<\/tr>\n
120<\/td>\nFIGURE 1608A.2\u2014continued GROUND SNOW LOADS, pg, FOR THE UNITED STATES (psf) <\/td>\n<\/tr>\n
121<\/td>\nEQUATION 16A-33
TABLE 1609A.3.1 WIND SPEED CONVERSIONS <\/td>\n<\/tr>\n
122<\/td>\nFIGURE 1609A.3(1) BASIC DESIGN WIND SPEEDS, V, FOR RISK CATEGORY II BUILDINGS AND OTHER STRUCTURES <\/td>\n<\/tr>\n
123<\/td>\nFIGURE 1609A.3(2) BASIC DESIGN WIND SPEEDS, V, FOR RISK CATEGORY III BUILDINGS AND OTHER STRUCTURES <\/td>\n<\/tr>\n
124<\/td>\nFIGURE 1609A.3(3) BASIC DESIGN WIND SPEEDS, V, FOR RISK CATEGORY IV BUILDINGS AND OTHER STRUCTURES <\/td>\n<\/tr>\n
125<\/td>\nFIGURE 1609A.3(4) BASIC DESIGN WIND SPEEDS, V, FOR RISK CATEGORY I BUILDINGS AND OTHER STRUCTURES <\/td>\n<\/tr>\n
126<\/td>\nEQUATION 16A-34
SECTION 1610A SOIL LATERAL LOADS <\/td>\n<\/tr>\n
127<\/td>\nTABLE 1610A.1 LATERAL SOIL LOAD
SECTION 1611A RAIN LOADS
EQUATION 16A-35 <\/td>\n<\/tr>\n
128<\/td>\n[P] FIGURE 1611A.1 100-YEAR, 1-HOUR RAINFALL (INCHES) WESTERN UNITED STATES <\/td>\n<\/tr>\n
129<\/td>\n[P] FIGURE 1611A.1\u2014continued 100-YEAR, 1-HOUR RAINFALL (INCHES) CENTRAL UNITED STATES <\/td>\n<\/tr>\n
130<\/td>\n[P] FIGURE 1611A.1\u2014continued 100-YEAR, 1-HOUR RAINFALL (INCHES) EASTERN UNITED STATE <\/td>\n<\/tr>\n
131<\/td>\n[P] FIGURE 1611A.1\u2014continued 100-YEAR, 1-HOUR RAINFALL (INCHES) ALASKA <\/td>\n<\/tr>\n
132<\/td>\n[P] FIGURE 1611A.1\u2014continued 100-YEAR, 1-HOUR RAINFALL (INCHES) HA <\/td>\n<\/tr>\n
133<\/td>\nSECTION 1612A FLOOD LOADS
SECTION 1613A EARTHQUAKE LOADS <\/td>\n<\/tr>\n
134<\/td>\nEQUATION 16A-36
EQUATION 16A-37
EQUATION 16A-38
EQUATION 16A-39
TABLE 1613A.2.3(1) VALUES OF SITE COEFFICIENT Fa a
TABLE 1613A.2.3(2) VALUES OF SITE COEFFICIENT FV a <\/td>\n<\/tr>\n
135<\/td>\nSECTION 1614A ATMOSPHERIC ICE LOADS
SECTION 1615A TSUNAMI LOADS
SECTION 1616A STRUCTURAL INTEGRITY <\/td>\n<\/tr>\n
136<\/td>\nEQUATION 16A-40
FIGURE 1616A.3 LONGITUDINAL, PERIMETER, TRANSVERSE AND VERTICAL TIES <\/td>\n<\/tr>\n
137<\/td>\nEQUATION 16A-41
SECTION 1617A MODIFICATIONS TO ASCE 7 <\/td>\n<\/tr>\n
138<\/td>\nEQUATION 12.12-1 <\/td>\n<\/tr>\n
146<\/td>\nCALIFORNIA BUILDING CODE \u2013 MATRIX ADOPTION TABLE CHAPTER 17 \u2013 SPECIAL INSPECTIONS AND TESTS <\/td>\n<\/tr>\n
148<\/td>\nCHAPTER 17 SPECIAL INSPECTIONS AND TESTS
SECTION 1701 GENERAL
SECTION 1702 NEW MATERIALS
SECTION 1703 APPROVALS <\/td>\n<\/tr>\n
149<\/td>\nSECTION 1704 SPECIAL INSPECTIONS AND TESTS, CONTRACTOR RESPONSIBILITY AND STRUCTURAL OBSERVATION <\/td>\n<\/tr>\n
152<\/td>\nSECTION 1705 REQUIRED SPECIAL INSPECTIONS AND TESTS
TABLE 1705.2.3 REQUIRED SPECIAL INSPECTIONS OF OPEN-WEB STEEL JOISTS AND JOIST GIRDERS <\/td>\n<\/tr>\n
154<\/td>\nTABLE 1705.3 REQUIRED SPECIAL INSPECTIONS AND TESTS OF CONCRETE CONSTRUCTION <\/td>\n<\/tr>\n
156<\/td>\nTABLE 1705.6 REQUIRED SPECIAL INSPECTIONS AND TESTS OF SOILS <\/td>\n<\/tr>\n
157<\/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
163<\/td>\nSECTION 1706 DESIGN STRENGTHS OF MATERIALS
SECTION 1707 ALTERNATIVE TEST PROCEDURE
SECTION 1708 IN-SITU LOAD TESTS <\/td>\n<\/tr>\n
164<\/td>\nSECTION 1709 PRECONSTRUCTION LOAD TESTS <\/td>\n<\/tr>\n
166<\/td>\nCALIFORNIA BUILDING CODE \u2013 MATRIX ADOPTION TABLE CHAPTER 17A \u2013 SPECIAL INSPECTIONS AND TESTS <\/td>\n<\/tr>\n
168<\/td>\nCHAPTER 17A SPECIAL INSPECTIONS AND TESTS
SECTION 1701A GENERAL
SECTION 1702 ANEW MATERIALS
SECTION 1703A APPROVALS <\/td>\n<\/tr>\n
169<\/td>\nSECTION 1704A SPECIAL INSPECTIONS AND TESTS, CONTRACTOR RESPONSIBILITY AND STRUCTURAL OBSERVATION <\/td>\n<\/tr>\n
171<\/td>\nSECTION 1705A REQUIRED SPECIAL INSPECTIONS AND TESTS <\/td>\n<\/tr>\n
173<\/td>\nTABLE 1705A.2.1 REQUIRED SPECIAL INSPECTIONS AND TESTS OF STEEL CONSTRUCTION <\/td>\n<\/tr>\n
174<\/td>\nTABLE 1705A.2.3 REQUIRED SPECIAL INSPECTIONS OF OPEN-WEB STEEL JOISTS AND JOIST GIRDERS <\/td>\n<\/tr>\n
175<\/td>\nTABLE 1705A.3 REQUIRED SPECIAL INSPECTIONS AND TESTS OF CONCRETE CONSTRUCTION <\/td>\n<\/tr>\n
177<\/td>\nTABLE 1705A.6 REQUIRED SPECIAL INSPECTIONS AND TESTS OF SOILS <\/td>\n<\/tr>\n
178<\/td>\nTABLE 1705A.7 REQUIRED SPECIAL INSPECTIONS AND TESTS OF DRIVEN DEEP FOUNDATION ELEMENTS
TABLE 1705A.8 REQUIRED SPECIAL INSPECTIONS AND TESTS OF CAST-IN-PLACE DEEP FOUNDATION ELEMENTS <\/td>\n<\/tr>\n
183<\/td>\nSECTION 1706A DESIGN STRENGTHS OF MATERIALS
SECTION 1707A ALTERNATIVE TEST PROCEDURE
SECTION 1708A IN-SITU LOAD TESTS <\/td>\n<\/tr>\n
184<\/td>\nSECTION 1709A PRECONSTRUCTION LOAD TESTS <\/td>\n<\/tr>\n
186<\/td>\nCALIFORNIA BUILDING CODE \u2013 MATRIX ADOPTION TABLE CHAPTER 18 \u2013 SOILS AND FOUNDATIONS <\/td>\n<\/tr>\n
188<\/td>\nCHAPTER 18 SOILS AND FOUNDATIONS
SECTION 1801 GENERAL
SECTION 1802 DESIGN BASIS
SECTION 1803 GEOTECHNICAL INVESTIGATIONS <\/td>\n<\/tr>\n
192<\/td>\nSECTION 1804 EXCAVATION, GRADING AND FILL
SECTION 1805 DAMPPROOFING AND WATERPROOFING <\/td>\n<\/tr>\n
194<\/td>\nSECTION 1806 PRESUMPTIVE LOAD-BEARING VALUES OF SOILS
TABLE 1806.2 PRESUMPTIVE LOAD-BEARING VALUES <\/td>\n<\/tr>\n
195<\/td>\nSECTION 1807 FOUNDATION WALLS, RETAINING WALLS AND EMBEDDED POSTS AND POLES <\/td>\n<\/tr>\n
196<\/td>\nTABLE 1807.1.6.2 CONCRETE FOUNDATION WALLSb, c <\/td>\n<\/tr>\n
197<\/td>\nTABLE 1807.1.6.3(1) PLAIN MASONRY FOUNDATION WALLSa, b, c <\/td>\n<\/tr>\n
198<\/td>\nTABLE 1807.1.6.3(2) 8-INCH MASONRY FOUNDATION WALLS WITH REINFORCEMENT WHERE d \u2265 5 INCHES <\/td>\n<\/tr>\n
199<\/td>\nTABLE 1807.1.6.3(3) 10-INCH MASONRY FOUNDATION WALLS WITH REINFORCEMENT WHERE d \u2265 6.75 INCHES <\/td>\n<\/tr>\n
200<\/td>\nEQUATION 18-1
EQUATION 18-2
EQUATION 18-3
TABLE 1807.1.6.3(4) 12-INCH MASONRY FOUNDATION WALLS WITH REINFORCEMENT WHERE d \u2265 8.75 INCHES <\/td>\n<\/tr>\n
201<\/td>\nSECTION 1808 FOUNDATIONS <\/td>\n<\/tr>\n
202<\/td>\nFIGURE 1808.7.1 FOUNDATION CLEARANCES FROM SLOPES <\/td>\n<\/tr>\n
203<\/td>\nTABLE 1808.8.1 MINIMUM SPECIFIED COMPRESSIVE STRENGTH f \u2032C OF CONCRETE OR GROUT
TABLE 1808.8.2 MINIMUM CONCRETE COVER <\/td>\n<\/tr>\n
204<\/td>\nSECTION 1809 SHALLOW FOUNDATIONS
FIGURE 1809.3 STEPPED FOOTING
TABLE 1809.7 PRESCRIPTIVE FOOTINGS SUPPORTING WALLS OF LIGHT-FRAME CONSTRUCTION <\/td>\n<\/tr>\n
205<\/td>\nSECTION 1810 DEEP FOUNDATIONS <\/td>\n<\/tr>\n
208<\/td>\nTABLE 1810.3.2.6 ALLOWABLE STRESSES FOR MATERIALS USED IN DEEP FOUNDATION ELEMENTS <\/td>\n<\/tr>\n
210<\/td>\nEQUATION 18-4 <\/td>\n<\/tr>\n
212<\/td>\nEQUATION 18-5 <\/td>\n<\/tr>\n
213<\/td>\nEQUATION 18-6
EQUATION 18-7
EQUATION 18-8
EQUATION 18-9
EQUATION 18-10 <\/td>\n<\/tr>\n
219<\/td>\nSECTION 1811 PRESTRESSED ROCK AND SOIL FOUNDATION ANCHORS [OSHPD 1R, 2 & 5]
SECTION 1812 EARTH RETAINING SHORING [OSHPD 1R, 2 & 5] <\/td>\n<\/tr>\n
222<\/td>\nSECTION 1813 VIBRO STONE COLUMNS FOR GROUND IMPROVEMENT [OSHPD 1R, 2 & 5] <\/td>\n<\/tr>\n
224<\/td>\nCALIFORNIA BUILDING CODE \u2013 MATRIX ADOPTION TABLE CHAPTER 18A \u2013 SOILS AND FOUNDATIONS <\/td>\n<\/tr>\n
226<\/td>\nCHAPTER 18A SOILS AND FOUNDATIONS
SECTION 1801 AGENERAL
SECTION 1802A DESIGN BASIS
SECTION 1803A GEOTECHNICAL INVESTIGATIONS <\/td>\n<\/tr>\n
229<\/td>\nSECTION 1804A EXCAVATION, GRADING AND FILL <\/td>\n<\/tr>\n
230<\/td>\nSECTION 1805A DAMPPROOFING AND WATERPROOFING <\/td>\n<\/tr>\n
232<\/td>\nSECTION 1806A PRESUMPTIVE LOAD-BEARING VALUES OF SOILS
TABLE 1806A.2 PRESUMPTIVE LOAD-BEARING VALUES
SECTION 1807A FOUNDATION WALLS, RETAINING WALLS AND EMBEDDED POSTS AND POLES <\/td>\n<\/tr>\n
233<\/td>\nEQUATION 18A-1
EQUATION 18A-2 <\/td>\n<\/tr>\n
234<\/td>\nEQUATION 18A-3
SECTION 1808A FOUNDATIONS <\/td>\n<\/tr>\n
235<\/td>\nFIGURE 1808A.7.1 FOUNDATION CLEARANCES FROM SLOPES <\/td>\n<\/tr>\n
236<\/td>\nTABLE 1808A.8.1 MINIMUM SPECIFIED COMPRESSIVE STRENGTH f \u2032C OF CONCRETE OR GROUT
TABLE 1808A.8.2 MINIMUM CONCRETE COVER <\/td>\n<\/tr>\n
237<\/td>\nSECTION 1809A SHALLOW FOUNDATIONS <\/td>\n<\/tr>\n
238<\/td>\nSECTION 1810A DEEP FOUNDATIONS <\/td>\n<\/tr>\n
240<\/td>\nTABLE 1810A.3.2.6 ALLOWABLE STRESSES FOR MATERIALS USED IN DEEP FOUNDATION ELEMENTS <\/td>\n<\/tr>\n
242<\/td>\nEQUATION 18A-4 <\/td>\n<\/tr>\n
244<\/td>\nEQUATION 18A-6
EQUATION 18A-7 <\/td>\n<\/tr>\n
245<\/td>\nEQUATION 18A-8
EQUATION 18A-9
EQUATION 18A-10 <\/td>\n<\/tr>\n
250<\/td>\nSECTION 1811A PRESTRESSED ROCK AND SOIL FOUNDATION ANCHORS <\/td>\n<\/tr>\n
251<\/td>\nSECTION 1812A EARTH RETAINING SHORING <\/td>\n<\/tr>\n
254<\/td>\nSECTION 1813A VIBRO STONE COLUMNS FOR GROUND IMPROVEMENT <\/td>\n<\/tr>\n
256<\/td>\nCALIFORNIA BUILDING CODE \u2013 MATRIX ADOPTION TABLE CHAPTER 19 \u2013 CONCRETE <\/td>\n<\/tr>\n
258<\/td>\nCHAPTER 19 CONCRETE
SECTION 1901 GENERAL <\/td>\n<\/tr>\n
260<\/td>\nSECTION 1902 DEFINITIONS
SECTION 1903 SPECIFICATIONS FOR TESTS AND MATERIALS <\/td>\n<\/tr>\n
261<\/td>\nSECTION 1904 DURABILITY REQUIREMENTS
SECTION 1905 MODIFICATIONS TO ACI 318 <\/td>\n<\/tr>\n
263<\/td>\nSECTION 1906 STRUCTURAL PLAIN CONCRETE <\/td>\n<\/tr>\n
264<\/td>\nSECTION 1907 MINIMUM SLAB PROVISIONS
SECTION 1908 SHOTCRETE <\/td>\n<\/tr>\n
265<\/td>\nSECTION 1909 ADDITIONAL REQUIREMENTS FOR COMMUNITY COLLEGES [DSA-SS\/CC] <\/td>\n<\/tr>\n
268<\/td>\nTABLE 21.2.2 STRENGTH REDUCTION FACTOR \u03c6 FOR MOMENT, AXIAL FORCE, OR COMBINED MOMENT AND AXIAL FORCE <\/td>\n<\/tr>\n
269<\/td>\nSECTION 1910 ADDITIONAL REQUIREMENTS FOR SKILLED NURSING FACILITIES, INTERMEDIATE CARE FACILITIES, ACUTE PSYCHIATRIC AND NON-GAC BUILDINGS [OSHPD 1R, 2 & 5] <\/td>\n<\/tr>\n
270<\/td>\nTABLE 21.2.2 STRENGTH REDUCTION FACTOR \u03c6 FOR MOMENT, AXIAL FORCE, OR COMBINED MOMENT AND AXIAL FORCE
SECTION 1911 EXISTING CONCRETE STRUCTURES [OSHPD 1R, 2 & 5] <\/td>\n<\/tr>\n
272<\/td>\nCALIFORNIA BUILDING CODE \u2013 MATRIX ADOPTION TABLE CHAPTER 19A \u2013 CONCRETE <\/td>\n<\/tr>\n
274<\/td>\nCHAPTER 19A CONCRETE
SECTION 1901A GENERAL
SECTION 1902A DEFINITIONS <\/td>\n<\/tr>\n
275<\/td>\nSECTION 1903A SPECIFICATIONS FOR TESTS AND MATERIALS
SECTION 1904A DURABILITY REQUIREMENTS
SECTION 1905A MODIFICATIONS TO ACI 318 <\/td>\n<\/tr>\n
278<\/td>\nTABLE 21.2.2 STRENGTH REDUCTION FACTOR \u03c6 FOR MOMENT, AXIAL FORCE, OR COMBINED MOMENT AND AXIAL FORCE
SECTION 1906A STRUCTURAL PLAIN CONCRETE
SECTION 1907A MINIMUM SLAB PROVISIONS
SECTION 1908A SHOTCRETE <\/td>\n<\/tr>\n
280<\/td>\nSECTION 1909A RESERVED
SECTION 1910A CONCRETE, REINFORCEMENT AND ANCHOR TESTING <\/td>\n<\/tr>\n
282<\/td>\nSECTION 1911A EXISTING CONCRETE STRUCTURES <\/td>\n<\/tr>\n
284<\/td>\nCALIFORNIA BUILDING CODE \u2013 MATRIX ADOPTION TABLE CHAPTER 20 \u2013 ALUMINUM <\/td>\n<\/tr>\n
286<\/td>\nCHAPTER 20 ALUMINUM
SECTION 2001 GENERAL
SECTION 2002 MATERIALS
SECTION 2003 TESTING AND INSPECTION <\/td>\n<\/tr>\n
288<\/td>\nCALIFORNIA BUILDING CODE \u2013 MATRIX ADOPTION TABLE CHAPTER 21 \u2013 MASONRY <\/td>\n<\/tr>\n
290<\/td>\nCHAPTER 21 MASONRY
SECTION 2101 GENERAL
SECTION 2102 NOTATIONS <\/td>\n<\/tr>\n
291<\/td>\nSECTION 2103 MASONRY CONSTRUCTION MATERIALS
TABLE 2103.2.3 CERAMIC TILE MORTAR COMPOSITIONS <\/td>\n<\/tr>\n
292<\/td>\nSECTION 2104 CONSTRUCTION
SECTION 2105 QUALITY ASSURANCE <\/td>\n<\/tr>\n
293<\/td>\nSECTION 2106 SEISMIC DESIGN <\/td>\n<\/tr>\n
294<\/td>\nSECTION 2107 ALLOWABLE STRESS DESIGN
EQUATION 21-1 <\/td>\n<\/tr>\n
295<\/td>\nTABLE 2107.5 MINIMUM THICKNESS OF MASONRY WALLS
SECTION 2108 STRENGTH DESIGN OF MASONRY
SECTION 2109 EMPIRICAL DESIGN OF ADOBE MASONRY <\/td>\n<\/tr>\n
296<\/td>\nEQUATION 21-2
TABLE 2109.2.3.1 ALLOWABLE SHEAR ON BOLTS IN ADOBE MASONRY <\/td>\n<\/tr>\n
297<\/td>\nSECTION 2110 GLASS UNIT MASONRY
SECTION 2111 MASONRY FIREPLACES <\/td>\n<\/tr>\n
299<\/td>\nFIGURE 2111.12 ILLUSTRATION OF EXCEPTION TO FIREPLACE CLEARANCE PROVISION
SECTION 2112 MASONRY HEATERS <\/td>\n<\/tr>\n
300<\/td>\nSECTION 2113 MASONRY CHIMNEYS <\/td>\n<\/tr>\n
303<\/td>\nFIGURE 2113.16 FLUE SIZES FOR MASONRY CHIMNEYS
TABLE 2113.16(1) NET CROSS-SECTIONAL AREA OF ROUND FLUE SIZESa
TABLE 2113.16(2) NET CROSS-SECTIONAL AREA OF SQUARE AND RECTANGULAR FLUE SIZES <\/td>\n<\/tr>\n
304<\/td>\nFIGURE 2113.19 ILLUSTRATION OF EXCEPTION THREE CHIMNEY CLEARANCE PROVISION
SECTION 2114 DRY-STACK MASONRY
TABLE 2114.4 GROSS CROSS-SECTIONAL AREA ALLOWABLE STRESS FOR DRY-STACK MASONRY
SECTION 2115 ADDITIONAL REQUIREMENTS FOR COMMUNITY COLLEGES [DSA-SS\/CC] <\/td>\n<\/tr>\n
307<\/td>\nTABLE 2115.10.1 MINIMUM THICKNESS OF MASONRY WALLS <\/td>\n<\/tr>\n
308<\/td>\nCALIFORNIA BUILDING CODE \u2013 MATRIX ADOPTION TABLE CHAPTER 21A \u2013 MASONRY <\/td>\n<\/tr>\n
310<\/td>\nCHAPTER 21A MASONRY
SECTION 2101A GENERAL
SECTION 2102A NOTATIONS
SECTION 2103A MASONRY CONSTRUCTION MATERIALS <\/td>\n<\/tr>\n
311<\/td>\nTABLE 2103A.2.3 CERAMIC TILE MORTAR COMPOSITIONS
SECTION 2104A CONSTRUCTION <\/td>\n<\/tr>\n
314<\/td>\nSECTION 2105A QUALITY ASSURANCE <\/td>\n<\/tr>\n
315<\/td>\nSECTION 2106A SEISMIC DESIGN <\/td>\n<\/tr>\n
316<\/td>\nSECTION 2107A ALLOWABLE STRESS DESIGN
EQUATION 21A-1
TABLE 2107A.4 MINIMUM THICKNESS OF MASONRY WALLS <\/td>\n<\/tr>\n
317<\/td>\nSECTION 2108A STRENGTH DESIGN OF MASONRY
SECTION 2109A EMPIRICAL DESIGN OF ADOBE MASONRY
SECTION 2110A GLASS UNIT MASONRY
SECTION 2111A MASONRY FIREPLACES <\/td>\n<\/tr>\n
319<\/td>\nFIGURE 2111A.12 ILLUSTRATION OF EXCEPTION TO FIREPLACE CLEARANCE PROVISION <\/td>\n<\/tr>\n
320<\/td>\nSECTION 2112A MASONRY HEATERS
SECTION 2113A MASONRY CHIMNEYS <\/td>\n<\/tr>\n
323<\/td>\nTABLE 2113A.16(1) NET CROSS-SECTIONAL AREA OF ROUND FLUE SIZESa
FIGURE 2113A.16 FLUE SIZES FOR MASONRY CHIMNEYS <\/td>\n<\/tr>\n
324<\/td>\nTABLE 2113A.16(2) NET CROSS-SECTIONAL AREA OF SQUARE AND RECTANGULAR FLUE SIZES
FIGURE 2113A.19 ILLUSTRATION OF EXCEPTION THREE CHIMNEY CLEARANCE PROVISION
SECTION 2114A DRY-STACK MASONRY <\/td>\n<\/tr>\n
325<\/td>\nTABLE 2114A.4 GROSS CROSS-SECTIONAL AREA ALLOWABLE STRESS FOR DRY-STACK MASONRY <\/td>\n<\/tr>\n
326<\/td>\nCALIFORNIA BUILDING CODE \u2013 MATRIX ADOPTION TABLE CHAPTER 22 \u2013 STEEL <\/td>\n<\/tr>\n
328<\/td>\nCHAPTER 22 STEEL
SECTION 2201 GENERAL
SECTION 2202 IDENTIFICATION OF STEEL FOR STRUCTURAL PURPOSES
SECTION 2203 PROTECTION OF STEEL FOR STRUCTURAL PURPOSES
SECTION 2204 CONNECTIONS <\/td>\n<\/tr>\n
329<\/td>\nSECTION 2205 STRUCTURAL STEEL <\/td>\n<\/tr>\n
330<\/td>\nSECTION 2206 COMPOSITE STRUCTURAL STEEL AND CONCRETE STRUCTURES
SECTION 2207 STEEL JOISTS <\/td>\n<\/tr>\n
331<\/td>\nSECTION 2208 STEEL CABLE STRUCTURES
SECTION 2209 STEEL STORAGE RACKS
SECTION 2210 COLD-FORMED STEEL <\/td>\n<\/tr>\n
332<\/td>\nSECTION 2211 COLD-FORMED STEEL LIGHT-FRAME CONSTRUCTION <\/td>\n<\/tr>\n
333<\/td>\nSECTION 2212 ADDITIONAL REQUIREMENTS FOR COMMUNITY COLLEGES [DSA-SS\/CC] <\/td>\n<\/tr>\n
334<\/td>\nSECTION 2213 TESTING AND FIELD VERIFICATION [OSHPD 1R, 2 & 5] <\/td>\n<\/tr>\n
336<\/td>\nCALIFORNIA BUILDING CODE \u2013 MATRIX ADOPTION TABLE CHAPTER 22A \u2013 STEEL <\/td>\n<\/tr>\n
338<\/td>\nCHAPTER 22A STEEL
SECTION 2201A GENERAL
SECTION 2202A IDENTIFICATION OF STEEL FOR STRUCTURAL PURPOSES
SECTION 2203A PROTECTION OF STEEL FOR STRUCTURAL PURPOSES
SECTION 2204A CONNECTIONS <\/td>\n<\/tr>\n
339<\/td>\nSECTION 2205A STRUCTURAL STEEL <\/td>\n<\/tr>\n
341<\/td>\nSECTION 2206A COMPOSITE STRUCTURAL STEEL AND CONCRETE STRUCTURES
SECTION 2207A STEEL JOISTS <\/td>\n<\/tr>\n
342<\/td>\nSECTION 2208A STEEL CABLE STRUCTURES
SECTION 2209A STEEL STORAGE RACKS
SECTION 2210A COLD-FORMED STEEL
SECTION 2211A COLD-FORMED STEEL LIGHT-FRAME CONSTRUCTION <\/td>\n<\/tr>\n
343<\/td>\nSECTION 2212A [DSA-SS] LIGHT MODULAR STEEL MOMENT FRAMES FOR PUBLIC ELEMENTARY AND SECONDARY SCHOOLS, AND COMMUNITY COLLEGES
EQUATION 22A-1 <\/td>\n<\/tr>\n
344<\/td>\nSECTION 2213A TESTING AND FIELD VERIFICATION <\/td>\n<\/tr>\n
346<\/td>\nCALIFORNIA BUILDING CODE \u2013 MATRIX ADOPTION TABLE CHAPTER 23 \u2013 WOOD <\/td>\n<\/tr>\n
348<\/td>\nCHAPTER 23 WOOD
SECTION 2301 GENERAL <\/td>\n<\/tr>\n
349<\/td>\nSECTION 2302 DESIGN REQUIREMENTS
SECTION 2303 MINIMUM STANDARDS AND QUALITY <\/td>\n<\/tr>\n
353<\/td>\nSECTION 2304 GENERAL CONSTRUCTION REQUIREMENTS <\/td>\n<\/tr>\n
354<\/td>\nTABLE 2304.6.1 MAXIMUM ALLOWABLE STRESS DESIGN WIND SPEED, Vasd PERMITTED FOR WOOD STRUCTURAL PANEL WALL SHEATHING USED TO RESIST WIND PRESSURES <\/td>\n<\/tr>\n
355<\/td>\nTABLE 2304.8(1) ALLOWABLE SPANS FOR LUMBER FLOOR AND ROOF SHEATHING
TABLE 2304.8(2) SHEATHING LUMBER, MINIMUM GRADE REQUIREMENTS: BOARD GRADE <\/td>\n<\/tr>\n
356<\/td>\nTABLE 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
357<\/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)
TABLE 2304.8(5) ALLOWABLE LOAD (PSF) FOR WOOD STRUCTURAL PANEL ROOF SHEATHING CONTINUOUS OVER TWO OR MORE SPANS AND STRENGTH AXIS PARALLEL TO SUPPORTS (Plywood structural panels are five-ply, five-layer unless otherwise noted)a <\/td>\n<\/tr>\n
358<\/td>\nTABLE 2304.9.3.2 FASTENING SCHEDULE FOR MECHANICALLY LAMINATED DECKING USING LAMINATIONS OF 2-INCH NOMINAL THICKNESS <\/td>\n<\/tr>\n
360<\/td>\nTABLE 2304.10.1 FASTENING SCHEDULE <\/td>\n<\/tr>\n
361<\/td>\nTABLE 2304.10.1\u2014continued FASTENING SCHEDULE <\/td>\n<\/tr>\n
362<\/td>\nTABLE 2304.10.1\u2014continued FASTENING SCHEDULE <\/td>\n<\/tr>\n
363<\/td>\nTABLE 2304.10.1\u2014continued FASTENING SCHEDULE <\/td>\n<\/tr>\n
364<\/td>\nTABLE 2304.10.1\u2014continued FASTENING SCHEDULE <\/td>\n<\/tr>\n
365<\/td>\nTABLE 2304.11 MINIMUM DIMENSIONS OF HEAVY TIMBER STRUCTURAL MEMBERS <\/td>\n<\/tr>\n
367<\/td>\nSECTION 2305 GENERAL DESIGN REQUIREMENTS FOR LATERAL FORCE-RESISTING SYSTEMS <\/td>\n<\/tr>\n
368<\/td>\nEQUATION 23-1
TABLE 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 <\/td>\n<\/tr>\n
369<\/td>\nTABLE 2305.2(2) VALUES OF Gt FOR USE IN CALCULATING DEFLECTION OF WOOD STRUCTURAL PANEL SHEAR WALLS AND DIAPHRAGMS
SECTION 2306 ALLOWABLE STRESS DESIGN <\/td>\n<\/tr>\n
370<\/td>\nTABLE 2306.1.4 ALLOWABLE LOADS FOR LUMBER DECKING <\/td>\n<\/tr>\n
371<\/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 <\/td>\n<\/tr>\n
372<\/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
373<\/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
374<\/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
375<\/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
376<\/td>\nTABLE 2308.2.1 ALLOWABLE STORY HEIGHT <\/td>\n<\/tr>\n
378<\/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
379<\/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
380<\/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
381<\/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
382<\/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
383<\/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
384<\/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
385<\/td>\nFIGURE 2308.4.4.1(1) OPENINGS IN FLOOR AND ROOF DIAPHRAGMS <\/td>\n<\/tr>\n
386<\/td>\nFIGURE 2308.4.4.1(2) OPENING LIMITATIONS FOR FLOOR AND ROOF DIAPHRAGMS
FIGURE 2308.4.4.2 PORTIONS OF FLOOR LEVEL OFFSET VERTICALLY <\/td>\n<\/tr>\n
387<\/td>\nTABLE 2308.5.1 SIZE, HEIGHT AND SPACING OF WOOD STUDS <\/td>\n<\/tr>\n
388<\/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 <\/td>\n<\/tr>\n
389<\/td>\nTABLE 2308.5.11 MINIMUM THICKNESS OF WALL SHEATHING <\/td>\n<\/tr>\n
390<\/td>\nFIGURE 2308.6.1 BASIC COMPONENTS OF THE LATERAL BRACING SYSTEM <\/td>\n<\/tr>\n
391<\/td>\nTABLE 2308.6.1a WALL BRACING REQUIREMENTS <\/td>\n<\/tr>\n
392<\/td>\nTABLE 2308.6.3(1) BRACING METHODS <\/td>\n<\/tr>\n
393<\/td>\nTABLE 2308.6.3(1)\u2014continued BRACING METHODS
TABLE 2308.6.3(2) EXPOSED PLYWOOD PANEL SIDING <\/td>\n<\/tr>\n
394<\/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)
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
395<\/td>\nFIGURE 2308.6.5.1 ALTERNATE BRACED WALL PANEL (ABW) <\/td>\n<\/tr>\n
396<\/td>\nFIGURE 2308.6.5.2 PORTAL FRAME WITH HOLD-DOWNS (PFH) <\/td>\n<\/tr>\n
397<\/td>\nFIGURE 2308.6.7.2(1) BRACED WALL LINE TOP PLATE CONNECTION <\/td>\n<\/tr>\n
398<\/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
399<\/td>\nFIGURE 2308.6.8.2(2) ROOF EXTENSION IN SDC D OR E BEYOND BRACED WALL LINE <\/td>\n<\/tr>\n
400<\/td>\nFIGURE 2308.6.8.3 STEPPED FOOTING CONNECTION DETAILS <\/td>\n<\/tr>\n
402<\/td>\nSECTION 2309 WOOD FRAME CONSTRUCTION MANUAL <\/td>\n<\/tr>\n
403<\/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
404<\/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
405<\/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
406<\/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
407<\/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
408<\/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
409<\/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
410<\/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
411<\/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
412<\/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
413<\/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
414<\/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
415<\/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
416<\/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
417<\/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
418<\/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
419<\/td>\nTABLE 2308.7.3.1 RAFTER TIE CONNECTIONS <\/td>\n<\/tr>\n
420<\/td>\nTABLE 2308.7.5 REQUIRED RATING OF APPROVED UPLIFT CONNECTORS (pounds) <\/td>\n<\/tr>\n
421<\/td>\nTABLE 2308.7.12 ALLOWABLE SPANS FOR 2-INCH TONGUE-AND-GROOVE DECKING <\/td>\n<\/tr>\n
422<\/td>\nTABLE 2308.7.12\u2014continued ALLOWABLE SPANS FOR 2-INCH TONGUE-AND-GROOVE DECKING <\/td>\n<\/tr>\n
424<\/td>\nCALIFORNIA BUILDING CODE \u2013 MATRIX ADOPTION TABLE CHAPTER 24 \u2013 GLASS AND GLAZING <\/td>\n<\/tr>\n
426<\/td>\nCHAPTER 24 GLASS AND GLAZING
SECTION 2401 GENERAL
SECTION 2402 GLAZING REPLACEMENT
SECTION 2403 GENERAL REQUIREMENTS FOR GLASS <\/td>\n<\/tr>\n
427<\/td>\nTABLE 2403.2.1 MINIMUM GLAZING REQUIREMENTS
SECTION 2404 WIND, SNOW, SEISMIC AND DEAD LOADS ON GLASS
EQUATION 24-1 <\/td>\n<\/tr>\n
428<\/td>\nEQUATION 24-2
EQUATION 24-3
EQUATION 24-4
EQUATION 24-5
EQUATION 24-6
EQUATION 24-7
EQUATION 24-8
EQUATION 24-9
EQUATION 24-10
EQUATION 24-11 <\/td>\n<\/tr>\n
429<\/td>\nEQUATION 24-12
SECTION 2405 SLOPED GLAZING AND SKYLIGHTS <\/td>\n<\/tr>\n
430<\/td>\nEQUATION 24-13
EQUATION 24-14
EQUATION 24-15
SECTION 2406 SAFETY GLAZING <\/td>\n<\/tr>\n
431<\/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
432<\/td>\nSECTION 2407 GLASS IN HANDRAILS AND GUARDS
SECTION 2408 GLAZING IN ATHLETIC FACILITIES <\/td>\n<\/tr>\n
433<\/td>\nSECTION 2409 GLASS IN WALKWAYS, ELEVATOR HOISTWAYS AND ELEVATOR CARS
SECTION 2410 [DSA-SS, DSA-SS\/CC, OSHPD 1, 1R, 2, 4 & 5] STRUCTURAL SEALANT GLAZING (SSG) <\/td>\n<\/tr>\n
435<\/td>\nSECTION 2411 [OSHPD 1, 1R, 2, 4 & 5] THERMAL BARRIERS IN ALUMINUM MULLION SYSTEMS <\/td>\n<\/tr>\n
438<\/td>\nCALIFORNIA BUILDING CODE \u2013 MATRIX ADOPTION TABLE CHAPTER 25 \u2013 GYPSUM BOARD, GYPSUM PANEL PRODUCTS AND PLASTER <\/td>\n<\/tr>\n
440<\/td>\nCHAPTER 25 GYPSUM BOARD, GYPSUM PANEL PRODUCTS AND PLASTER
SECTION 2501 GENERAL
SECTION 2502 PERFORMANCE
SECTION 2503 INSPECTION <\/td>\n<\/tr>\n
441<\/td>\nSECTION 2504 VERTICAL AND HORIZONTAL ASSEMBLIES
SECTION 2505 SHEAR WALL CONSTRUCTION
SECTION 2506 GYPSUM BOARD AND GYPSUM PANEL PRODUCT MATERIALS
SECTION 2507 LATHING AND PLASTERING <\/td>\n<\/tr>\n
442<\/td>\nTABLE 2506.2 GYPSUM BOARD AND GYPSUM PANEL PRODUCTS MATERIALS AND ACCESSORIES
TABLE 2507.2 LATH, PLASTERING MATERIALS AND ACCESSORIES
SECTION 2508 GYPSUM CONSTRUCTION
TABLE 2508.1 INSTALLATION OF GYPSUM CONSTRUCTION <\/td>\n<\/tr>\n
443<\/td>\nSECTION 2509 SHOWERS AND WATER CLOSETS <\/td>\n<\/tr>\n
444<\/td>\nTABLE 2508.6 SHEAR CAPACITY FOR HORIZONTAL WOOD-FRAME GYPSUM BOARD DIAPHRAGM CEILING ASSEMBLIES
TABLE 2509.2 BACKERBOARD MATERIALS
SECTION 2510 LATHING AND FURRING FOR CEMENT PLASTER (STUCCO) <\/td>\n<\/tr>\n
445<\/td>\nSECTION 2511 INTERIOR PLASTER
TABLE 2511.1.1 INSTALLATION OF PLASTER CONSTRUCTION
SECTION 2512 EXTERIOR PLASTER <\/td>\n<\/tr>\n
446<\/td>\nTABLE 2512.6 CEMENT PLASTERS
SECTION 2513 EXPOSED AGGREGATE PLASTER
SECTION 2514 REINFORCED GYPSUM CONCRETE <\/td>\n<\/tr>\n
448<\/td>\nCALIFORNIA BUILDING CODE \u2013 MATRIX ADOPTION TABLE CHAPTER 26 \u2013 PLASTIC <\/td>\n<\/tr>\n
450<\/td>\nCHAPTER 26 PLASTIC
SECTION 2601 GENERAL
SECTION 2602 FINISH AND TRIM
SECTION 2603 FOAM PLASTIC INSULATION <\/td>\n<\/tr>\n
454<\/td>\nFIGURE 2603.8 TERMITE INFESTATION PROBABILITY MAP <\/td>\n<\/tr>\n
455<\/td>\nTABLE 2603.12.1 CLADDING MINIMUM FASTENING REQUIREMENTS FOR DIRECT ATTACHMENT OVER FOAM PLASTIC SHEATHING TO SUPPORT CLADDING WEIGHTa <\/td>\n<\/tr>\n
456<\/td>\nTABLE 2603.12.2 FURRING MINIMUM FASTENING REQUIREMENTS FOR APPLICATION OVER FOAM PLASTIC SHEATHING TO SUPPORT CLADDING WEIGHTa
TABLE 2603.13.1 CLADDING MINIMUM FASTENING REQUIREMENTS FOR DIRECT ATTACHMENT OVER FOAM PLASTIC SHEATHING TO SUPPORT CLADDING WEIGHTa <\/td>\n<\/tr>\n
457<\/td>\nTABLE 2603.13.2 FURRING MINIMUM FASTENING REQUIREMENTS FOR APPLICATION OVER FOAM PLASTIC SHEATHING TO SUPPORT CLADDING WEIGHTa, b
SECTION 2604 INTERIOR FINISH AND TRIM <\/td>\n<\/tr>\n
458<\/td>\nSECTION 2605 PLASTIC VENEER
SECTION 2606 LIGHT-TRANSMITTING PLASTICS <\/td>\n<\/tr>\n
459<\/td>\nSECTION 2607 LIGHT-TRANSMITTING PLASTIC WALL PANELS <\/td>\n<\/tr>\n
460<\/td>\nTABLE 2607.4 AREA LIMITATION AND SEPARATION REQUIREMENTS FOR LIGHT-TRANSMITTING PLASTIC WALL PANELSa
SECTION 2608 LIGHT-TRANSMITTING PLASTIC GLAZING
SECTION 2609 LIGHT-TRANSMITTING PLASTIC ROOF PANELS <\/td>\n<\/tr>\n
461<\/td>\nTABLE 2609.4 AREA LIMITATIONS FOR LIGHT-TRANSMITTING PLASTIC ROOF PANELS
SECTION 2610 LIGHT-TRANSMITTING PLASTIC SKYLIGHT GLAZING <\/td>\n<\/tr>\n
462<\/td>\nSECTION 2611 LIGHT-TRANSMITTING PLASTIC INTERIOR SIGNS
SECTION 2612 PLASTIC COMPOSITES
SECTION 2613 FIBER-REINFORCED POLYMER <\/td>\n<\/tr>\n
463<\/td>\nSECTION 2614 REFLECTIVE PLASTIC CORE INSULATION <\/td>\n<\/tr>\n
464<\/td>\nCALIFORNIA BUILDING CODE \u2013 MATRIX ADOPTION TABLE CHAPTER 27 \u2013 ELECTRICAL <\/td>\n<\/tr>\n
466<\/td>\nCHAPTER 27 ELECTRICAL
SECTION 2701 GENERAL
SECTION 2702 EMERGENCY AND STANDBY POWER SYSTEMS <\/td>\n<\/tr>\n
468<\/td>\nCALIFORNIA BUILDING CODE \u2013 MATRIX ADOPTION TABLE CHAPTER 28 \u2013 MECHANICAL SYSTEMS <\/td>\n<\/tr>\n
470<\/td>\nCHAPTER 28 MECHANICAL SYSTEMS
SECTION 2801 GENERAL <\/td>\n<\/tr>\n
472<\/td>\nCHAPTER 29 PLUMBING SYSTEMS
SECTION 2901 GENERAL
SECTION 2902 MINIMUM PLUMBING FACILITIES
[P] TABLE 2902.1 MINIMUM NUMBER OF REQUIRED PLUMBING FIXTURESa (See Sections 2902.1.1 and 2902.2) <\/td>\n<\/tr>\n
473<\/td>\n[P] TABLE 2902.1\u2014(continued) MINIMUM NUMBER OF REQUIRED PLUMBING FIXTURESa (See Sections 2902.1.1 and 2902.2) <\/td>\n<\/tr>\n
474<\/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
476<\/td>\nCALIFORNIA BUILDING CODE \u2013 MATRIX ADOPTION TABLE CHAPTER 30 \u2013 ELEVATORS AND CONVEYING SYSTEMS <\/td>\n<\/tr>\n
478<\/td>\nCHAPTER 30 ELEVATORS AND CONVEYING SYSTEMS
SECTION 3001 GENERAL
TABLE 3001.3 ELEVATORS AND CONVEYING SYSTEMS AND COMPONENTS
SECTION 3002 HOISTWAY ENCLOSURES <\/td>\n<\/tr>\n
480<\/td>\nSECTION 3003 EMERGENCY OPERATIONS
SECTION 3004 CONVEYING SYSTEMS <\/td>\n<\/tr>\n
481<\/td>\nSECTION 3005 MACHINE ROOMS <\/td>\n<\/tr>\n
482<\/td>\nSECTION 3006 ELEVATOR LOBBIES AND HOISTWAY OPENING PROTECTION <\/td>\n<\/tr>\n
483<\/td>\nSECTION 3007 FIRE SERVICE ACCESS ELEVATOR <\/td>\n<\/tr>\n
484<\/td>\nFIGURE 3007.6.5 FIRE SERVICE ACCESS ELEVATOR SYMBOL
SECTION 3008 OCCUPANT EVACUATION ELEVATORS <\/td>\n<\/tr>\n
486<\/td>\nSECTION 3009 SPECIAL REQUIREMENTS FOR ELEVATORS IN HOSPITALS <\/td>\n<\/tr>\n
488<\/td>\nCALIFORNIA BUILDING CODE \u2013 MATRIX ADOPTION TABLE CHAPTER 31\u2013 SPECIAL CONSTRUCTION <\/td>\n<\/tr>\n
490<\/td>\nCHAPTER 31 SPECIAL CONSTRUCTION
SECTION 3101 GENERAL
SECTION 3102 MEMBRANE STRUCTURES <\/td>\n<\/tr>\n
491<\/td>\nSECTION 3103 TEMPORARY STRUCTURES
SECTION 3104 PEDESTRIAN WALKWAYS AND TUNNELS <\/td>\n<\/tr>\n
493<\/td>\nSECTION 3105 AWNINGS AND CANOPIES
SECTION 3106 MARQUEES
SECTION 3107 SIGNS <\/td>\n<\/tr>\n
494<\/td>\nSECTION 3108 TELECOMMUNICATION AND BROADCAST TOWERS
SECTION 3109 SWIMMING POOLS, SPAS AND HOT TUBS <\/td>\n<\/tr>\n
496<\/td>\nSECTION 3110 AUTOMATIC VEHICULAR GATES
SECTION 3111 SOLAR ENERGY SYSTEMS <\/td>\n<\/tr>\n
497<\/td>\nSECTION 3112 GREENHOUSES
SECTION 3113 RELOCATABLE BUILDINGS <\/td>\n<\/tr>\n
498<\/td>\nSECTION 3114 INTERMODAL SHIPPING CONTAINERS <\/td>\n<\/tr>\n
500<\/td>\nTABLE 3114.8.5.3 ALLOWABLE SHEAR VALUES FOR INTERMODAL SHIPPING CONTAINER SIDE WALLS AND END WALLS FOR WIND OR SEISMIC LOADING
FIGURE 3114.8.5.3(1) BRACING UNIT DISTRIBUTION\u2014MAXIMUM LINEAR LENGTH <\/td>\n<\/tr>\n
501<\/td>\nFIGURE 3114.8.5.3(2) BRACING UNIT DISTRIBUTION\u2014MINIMUM LINEAR LENGTH
FIGURE 3114.8.5.3(3) BRACING UNIT DISTRIBUTION\u2014BOUNDARY ELEMENTS <\/td>\n<\/tr>\n
502<\/td>\nFIGURE 3114.8.5.3(4) BRACING UNIT DISTRIBUTION\u2014PENETRATING LIMITATIONS <\/td>\n<\/tr>\n
504<\/td>\nCHAPTER 31A SYSTEMS FOR WINDOW CLEANING OR EXTERIOR BUILDING MAINTENANCE <\/td>\n<\/tr>\n
506<\/td>\nCALIFORNIA BUILDING CODE \u2013 MATRIX ADOPTION TABLE CHAPTER 31B \u2013 PUBLIC POOLS <\/td>\n<\/tr>\n
508<\/td>\nCHAPTER 31B [DPH] PUBLIC POOLS
DIVISION 1 – GENERAL
SECTION 3101B SCOPE
SECTION 3102B DEFINITIONS <\/td>\n<\/tr>\n
509<\/td>\nPLAN REVIEW, PERMITS, CONSTRUCTION AND FIELD INSPECTIONS
SECTION 3103B PLAN REVIEW <\/td>\n<\/tr>\n
510<\/td>\nSECTION 3104B CONSTRUCTION
SECTION 3105B PLAN COMPLIANCE INSPECTIONS
POOL STRUCTURE
SECTION 3106B SPECIAL REQUIREMENTS FOR SPRAY GROUNDS <\/td>\n<\/tr>\n
511<\/td>\nSECTION 3107B ALTERNATIVE EQUIPMENT, MATERIALS AND METHODS OF CONSTRUCTION
SECTION 3108B POOL CONSTRUCTION
SECTION 3109B POOL GEOMETRY
SECTION 3110B PERMANENT MARKINGS <\/td>\n<\/tr>\n
512<\/td>\nSECTION 3111B STEPS, RECESSED STEPS, LADDERS AND STAIRS <\/td>\n<\/tr>\n
513<\/td>\nSECTION 3112B HANDHOLDS
SECTION 3113B DIVING BOARDS AND PLATFORMS
SECTION 3114B POOL DECKS
SECTION 3115B POOL LIGHTING <\/td>\n<\/tr>\n
514<\/td>\nANCILLARY FACILITIES
SECTION 3116B DRESSING, SHOWER AND TOILET FACILITIES
SECTION 3117B DRINKING FOUNTAINS
SECTION 3118B HOSE BIBBS
SECTION 3119B POOL ENCLOSURE <\/td>\n<\/tr>\n
515<\/td>\nSECTION 3120B REQUIRED SIGNS <\/td>\n<\/tr>\n
516<\/td>\nSECTION 3121B INDOOR POOL VENTILATION
SECTION 3122B POOL EQUIPMENT ENCLOSURE
SECTION 3123B GENERAL REQUIREMENTS
SECTION 3124B TURNOVER TIME <\/td>\n<\/tr>\n
517<\/td>\nSECTION 3125B RECIRCULATION PIPING SYSTEM AND COMPONENTS
SECTION 3126B RECIRCULATION PUMP CAPACITY
SECTION 3127B WATER SUPPLY INLETS
SECTION 3128B FILTERS (ALL TYPES)
SECTION 3129B RAPID SAND PRESSURE FILTERS
SECTION 3130B DIATOMACEOUS EARTH FILTERS <\/td>\n<\/tr>\n
518<\/td>\nSECTION 3131B HIGH-RATE SAND FILTERS
SECTION 3132B CARTRIDGE FILTERS
SECTION 3133B CHEMICAL FEEDERS
SECTION 3134B DISINFECTANT FEEDERS <\/td>\n<\/tr>\n
519<\/td>\nFIGURE 31B-1 DEPTHS AND CLEARANCES FOR POOLS WITH DIVING BOARDS GREATER THAN 30 INCHES (762 mm) ABOVE THE WATER LINE
TABLE 31B-1 <\/td>\n<\/tr>\n
520<\/td>\nFIGURE 31B-2 DEPTHS AND CLEARANCES FOR POOLS WITH DIVING BOARDS 30 INCHES (762 MM) OR LESS ABOVE THE WATER LINE
TABLE 31B-2 <\/td>\n<\/tr>\n
521<\/td>\nFIGURE 31B-3 DEPTHS AND CLEARANCES FOR POOLS WITHOUT DIVING BOARDS
TABLE 31B-3A POOLS WITH MAXIMUM WATER DEPTH \u2264 6’0″
TABLE 31B-3B POOLS WITH MAXIMUM WATER DEPTH > 6’0″ <\/td>\n<\/tr>\n
522<\/td>\nSECTION 3135B GAS CHLORINATION EQUIPMENT ROOM
SECTION 3136B POOL SKIMMING SYSTEMS <\/td>\n<\/tr>\n
523<\/td>\nSECTION 3137B POOL FITTINGS
SECTION 3138B SPA POOL SPECIAL REQUIREMENTS
SECTION 3139B SOLAR HEATING INSTALLATIONS
SECTION 3140B CLEANING SYSTEMS <\/td>\n<\/tr>\n
524<\/td>\nSECTION 3141B WASTEWATER DISPOSAL
SECTION 3142B RESERVED
SECTION 3143B RESERVED
SECTION 3144B RESERVED
SECTION 3145B RESERVED
SECTION 3146B RESERVED
SECTION 3147B RESERVED
SECTION 3148B RESERVED
SECTION 3149B RESERVED
SECTION 3150B RESERVED
SECTION 3151B RESERVED
SECTION 3152B RESERVED
SECTION 3153B RESERVED
SECTION 3154B RESERVED
SECTION 3155B RESERVED
SECTION 3156B RESERVED
SECTION 3157B RESERVED
SECTION 3158B RESERVED
SECTION 3159B RESERVED
DIVISION II \u2013 PUBLIC SWIMMING POOLS
SECTION 3160B GROUND FAULT CIRCUIT INTERRUPTERS <\/td>\n<\/tr>\n
525<\/td>\nSECTION 3161B WADING POOLS
SECTION 3162B ANTI-ENTRAPMENT DEVICES AND SYSTEMS <\/td>\n<\/tr>\n
528<\/td>\nFIGURE 31B-4 PERPENDICULAR FENCING DIMENSIONS ON SLOPING GROUND
FIGURE 31B-5 EFFECTIVE FENCING HEIGHT <\/td>\n<\/tr>\n
529<\/td>\nFIGURE 31B-6 DEPTHS AND DIMENSIONS FOR SPA POOLS <\/td>\n<\/tr>\n
530<\/td>\nTABLE 31B-6
FIGURE 31B-7 STAIR AND HANDRAIL DIMENSIONS <\/td>\n<\/tr>\n
531<\/td>\nTABLE 31B-7
FIGURE 31B-8 DEPTH MARKER LOCATIONS <\/td>\n<\/tr>\n
532<\/td>\nCALIFORNIA BUILDING CODE \u2013 MATRIX ADOPTION TABLE CHAPTER 31C \u2013 RADIATION <\/td>\n<\/tr>\n
534<\/td>\nCHAPTER 31C [DPH] RADIATION
SECTION 3101C SCOPE
SECTION 3102C RADIATION SHIELDING BARRIERS
SECTION 3103C MEDICAL RADIOGRAPHIC AND PHOTOFLUOROGRAPHIC INSTALLATIONS
SECTION 3104C MEDICAL THERAPEUTIC X-RAY INSTALLATIONS <\/td>\n<\/tr>\n
536<\/td>\nCALIFORNIA BUILDING CODE \u2013 MATRIX ADOPTION TABLE CHAPTER 31D \u2013 FOOD ESTABLISHMENTS <\/td>\n<\/tr>\n
538<\/td>\nCHAPTER 31D [DPH] FOOD ESTABLISHMENTS
SECTION 3101D SCOPE
SECTION 3102D DEFINITIONS
SECTION 3103D BUILDINGS AND STRUCTURES <\/td>\n<\/tr>\n
540<\/td>\nCHAPTER 31E RESERVED <\/td>\n<\/tr>\n
542<\/td>\nCALIFORNIA BUILDING CODE \u2013 MATRIX ADOPTION TABLE CHAPTER 31F \u2013 MARINE OIL TERMINALS
CALIFORNIA BUILDING CODE \u2013 MATRIX ADOPTION TABLE CHAPTER 31F \u2013 MARINE OIL TERMINALS <\/td>\n<\/tr>\n
544<\/td>\nCHAPTER 31F [SLC] MARINE OIL TERMINALS
DIVISION I
SECTION 3101F [SLC] INTRODUCTION <\/td>\n<\/tr>\n
545<\/td>\nEQUATION 1-1
TABLE 31F-1-1 MOT OIL SPILL EXPOSURE CLASSIFICATION <\/td>\n<\/tr>\n
547<\/td>\nDIVISION 2
SECTION 3102F AUDIT AND INSPECTION
TABLE 31F-2-1 MAXIMUM INTERVAL BETWEEN UNDERWATER INSPECTIONS (YEARS) <\/td>\n<\/tr>\n
550<\/td>\nTABLE 31F-2-2 UNDERWATER INSPECTION LEVELS OF EFFORT [2.2]
TABLE 31F-2-3 SCOPE OF UNDERWATER INSPECTION [2.2] <\/td>\n<\/tr>\n
553<\/td>\nTABLE 31F-2-4 ASSESSMENT RATINGS
TABLE 31F-2-5 COMPONENT DEFICIENCY REMEDIAL ACTION PRIORITIES (RAP) <\/td>\n<\/tr>\n
554<\/td>\nTABLE 31F-2-6 FOLLOW-UP ACTIONS [2.2] <\/td>\n<\/tr>\n
557<\/td>\nTABLE 31F-2-7A
TABLE 31F-2-7B <\/td>\n<\/tr>\n
558<\/td>\nTABLE 31F-2-7C <\/td>\n<\/tr>\n
559<\/td>\nTABLE 31F-2-8
TABLE 31F-2-9 POST-EVENT RATINGS AND REMEDIAL ACTIONS [2.2] <\/td>\n<\/tr>\n
560<\/td>\nFIGURE 31F-2-1 <\/td>\n<\/tr>\n
561<\/td>\nDIVISION 3
SECTION 3103F STRUCTURAL LOADING CRITERIA
TABLE 31F-3-1 UNIT WEIGHTS
TABLE 31F-3-2 EQUIPMENT AND PIPING AREA LOADS <\/td>\n<\/tr>\n
562<\/td>\nEQUATION 3-1
EQUATION 3-2
EQUATION 3-3
EQUATION 3-4
EQUATION 3-5
EQUATION 3-6
EQUATION 3-7 <\/td>\n<\/tr>\n
563<\/td>\nTABLE 31F-3-3 VALUES OF Fa
TABLE 31F-3-4 VALUES OF Fv <\/td>\n<\/tr>\n
564<\/td>\nEQUATION 3-8
EQUATION 3-9
EQUATION 3-10
TABLE 31F-3-5 VALUES OF BS AND B1 [3.2] <\/td>\n<\/tr>\n
565<\/td>\nEQUATION 3-11
EQUATION 3-12
EQUATION 3-13 <\/td>\n<\/tr>\n
566<\/td>\nFIGURE 31F-3-1 WIND SPEED CONVERSION FACTOR [3.5]
EQUATION 3-14 <\/td>\n<\/tr>\n
567<\/td>\nFIGURE 31F-3-2 CURRENT VELOCITY CORRECTION FACTOR (p. 23 [3.6] <\/td>\n<\/tr>\n
568<\/td>\nTABLE 31F-3-6 TSUNAMI RUN-UP VALUES (ft) AND CURRENT SPEEDS (ft\/sec) IN THE SAN FRANCISCO BAY AREA
EQUATION 3-15
EQUATION 3-16
EQUATION 3-17
EQUATION 3-18 <\/td>\n<\/tr>\n
569<\/td>\nEQUATION 3-19
EQUATION 3-20
TABLE 31F-3-7 BERTHING VELOCITY Vn (NORMAL TO BERTH)1 <\/td>\n<\/tr>\n
570<\/td>\nTABLE 31F-3-8 SITE CONDITIONS
TABLE 31F-3-9 BERTHING ANGLE <\/td>\n<\/tr>\n
571<\/td>\nTABLE 31F-3-10 LRFD LOAD FACTORS FOR LOAD COMBINATIONS
TABLE 31F-3-11 SERVICE OR ASD LOAD FACTORS FOR LOAD COMBINATIONS <\/td>\n<\/tr>\n
574<\/td>\nDIVISION 4
SECTION 3104F SEISMIC ANALYSIS AND STRUCTURAL PERFORMANCE
FIGURE 31F-4-1 DEFINITION OF IRREGULAR MOT <\/td>\n<\/tr>\n
575<\/td>\nTABLE 31F-4-1 SEISMIC PERFORMANCE CRITERIA
TABLE 31F-4-2 MINIMUM REQUIRED ANALYTICAL PROCEDURES
FIGURE 31F-4-2 PILE-DECK CONNECTION MODELING FOR PRESTRESSED CONCRETE PILE (ADAPTED FROM [4.2]) <\/td>\n<\/tr>\n
576<\/td>\nFIGURE 31F-4-3 SIMPLIFIED SINGLE PILE MODEL OF A TIMBER PILE SUPPORTED STRUCTURE
EQUATION 4-1
FIGURE 31F-4-4 IDEALIZATION OF PUSHOVER CURVE (ADAPTED FROM [4.3])
EQUATION 4-2
EQUATION 4-3 <\/td>\n<\/tr>\n
577<\/td>\nEQUATION 4-4
EQUATION 4-5
EQUATION 4-6
EQUATION 4-7
EQUATION 4-8
EQUATION 4-9
EQUATION 4-10
EQUATION 4-11 <\/td>\n<\/tr>\n
578<\/td>\nEQUATION 4-12
EQUATION 4-13
EQUATION 4-14
EQUATION 4-15
FIGURE 31F-4-5 EFFECTIVE STIFFNESS FOR SUBSTITUTE STRUCTURE METHOD
FIGURE 31F-4-6 STIFFNESS FOR LINEAR MODAL ANALYSIS <\/td>\n<\/tr>\n
579<\/td>\nEQUATION 4-16
FIGURE 31F-4-7 PLAN VIEW OF WHARF SEGMENT UNDER X AND Y SEISMIC EXCITATIONS
EQUATION 4-17
EQUATION 4-18
EQUATION 4-19
EQUATION 4-20
EQUATION 4-21
FIGURE 31F-4-8 P-\u0394 EFFECT <\/td>\n<\/tr>\n
580<\/td>\nEQUATION 4-22 <\/td>\n<\/tr>\n
581<\/td>\nEQUATION 4-23 <\/td>\n<\/tr>\n
582<\/td>\nEQUATION 4-24
EQUATION 4-25
TABLE 31F-4-3 AMPLIFICATION FACTORS FOR NONSTRUCTURAL COMPONENTS AND NONBUILDING STRUCTURES
FIGURE 31F-4-9 AMPLIFICATION FACTOR, ap [4.10]
TABLE 31F-4-4 IMPORTANCE FACTORS FOR NONSTRUCTURAL COMPONENTS AND NONBUILDING STRUCTURES
TABLE 31F-4-5 RESPONSE MODIFICATION FACTORS FOR NONSTRUCTURAL COMPONENTS AND NONBUILDING STRUCTURES <\/td>\n<\/tr>\n
583<\/td>\nEQUATION 4-26 <\/td>\n<\/tr>\n
585<\/td>\nDIVISION 5
SECTION 3105F MOORING AND BERTHING ANALYSIS AND DESIGN
FIGURE 31F-5-1 TYPICAL PIER AND WHARF CONFIGURATIONS <\/td>\n<\/tr>\n
586<\/td>\nFIGURE 31F-5-2 HORIZONTAL LINE ANGLES [5.4]
FIGURE 31F-5-3 VERTICAL LINE ANGLES [5.4] <\/td>\n<\/tr>\n
587<\/td>\nEQUATION 5-1
FIGURE 31F-5-4 PASSING VESSEL <\/td>\n<\/tr>\n
588<\/td>\nFIGURE 31F-5-5 BERTHING ENERGY CAPACITY
TABLE 31F-5-1 CONTACT LENGTH
TABLE 31F-5-2 COEFFICIENT OF FRICTION
EQUATION 5-3 <\/td>\n<\/tr>\n
589<\/td>\nTABLE 31F-5-3 SAFETY FACTORS FOR ROPES [5.4]
EQUATION 5-4
TABLE 31F-5-4 ALLOWABLE WORKING LOADS <\/td>\n<\/tr>\n
591<\/td>\nDIVISION 6
SECTION 3106F GEOTECHNICAL HAZARDS AND FOUNDATIONS
TABLE 31F-6-1 SITE CLASSES <\/td>\n<\/tr>\n
593<\/td>\nFIGURE 31F-6-1 AXIAL SOIL SPRINGS [6.8] <\/td>\n<\/tr>\n
594<\/td>\nFIGURE 31F-6-2 SLIDING LAYER MODEL [6.8] <\/td>\n<\/tr>\n
596<\/td>\nDIVISION 7
SECTION 3107F STRUCTURAL ANALYSIS AND DESIGN OF COMPONENTS
EQUATION 7-1a
EQUATION 7-1b
EQUATION 7-1c
EQUATION 7-2a
EQUATION 7-2b
EQUATION 7-2c
EQUATION 7-3a
EQUATION 7-3b
EQUATION 7-3c <\/td>\n<\/tr>\n
597<\/td>\nTABLE 31F-7-1 COMPRESSIVE STRENGTH OF STRUCTURAL CONCRETE (psi)
TABLE 31F-7-2 TENSILE AND YIELD PROPERTIES OF REINFORCING BARS FOR VARIOUS ASTM SPECIFICATIONS AND PERIODS (after Table 6-2 of [7.3]) <\/td>\n<\/tr>\n
598<\/td>\nTABLE 31F-7-3 EFFECTIVE ELASTIC STIFFNESS
FIGURE 31F-7-1 STRESS-STRAIN CURVES FOR CONFINED AND UNCONFINED CONCRETE [7.1]
FIGURE 31F-7-2 STRESS-STRAIN CURVE FOR MILD REINFORCING STEEL OR STRUCTURAL STEEL [7.1] <\/td>\n<\/tr>\n
599<\/td>\nFIGURE 31F-7-3 STRESS-STRAIN CURVE FOR PRESTRESSED STEEL [7.4]
EQUATION 7-4
EQUATION 7-5
EQUATION 7-6
EQUATION 7-7
TABLE 31F-7-4 PLASTIC HINGE LENGTH FOR PRESTRESSED CONCRETE PILES [7.5]
EQUATION 7-8
EQUATION 7-9 <\/td>\n<\/tr>\n
600<\/td>\nTABLE 31F-7-5 LIMITS OF STRAIN
EQUATION 7-10
FIGURE 31F-7-4 METHOD A \u2212 MOMENT CURVATURE ANALYSIS
FIGURE 31F-7-5 METHOD B \u2013 MOMENT CURVATURE ANALYSIS [7.6]
EQUATION 7-11
EQUATION 7-12 <\/td>\n<\/tr>\n
601<\/td>\nEQUATION 7-13
EQUATION 7-14
EQUATION 7-15
EQUATION 7-16
EQUATION 7-17
EQUATION 7-18
FIGURE 31F-7-6 CONCRETE SHEAR MECHANISM (from Fig. 3-30 of [7.2]) <\/td>\n<\/tr>\n
602<\/td>\nFIGURE 31F-7-7 TRANSVERSE SHEAR MECHANISM
EQUATION 7-19
EQUATION 7-20
FIGURE 31F-7-8 AXIAL FORCE SHEAR MECHANISM
EQUATION 7-21
TABLE 31F-7-6 PLASTIC HINGE LENGTH FOR STEEL PILES [7.5] <\/td>\n<\/tr>\n
603<\/td>\nTABLE 31F-7-7 STRUCTURAL STEEL STRAIN LIMITS, \u03b5u
EQUATION 7-22
EQUATION 7-23
FIGURE 31F-7-9 DEVELOPMENT LENGTH
EQUATION 7-24
EQUATION 7-25
FIGURE 31F-7-10 DEGRADATION OF EFFECTIVE PRINCIPAL TENSION STRENGTH WITH JOINT SHEAR STRAIN (rotation) [7.1, pg. 564]
EQUATION 7-26
EQUATION 7-27 <\/td>\n<\/tr>\n
604<\/td>\nFIGURE 31F-7-11 REDUCED PILE MOMENT CAPACITY
EQUATION 7-28
EQUATION 7-29
FIGURE 31F-7-12 JOINT ROTATION
EQUATION 7-30
EQUATION 7-31
EQUATION 7-32
FIGURE 31F-7-13 EQUIVALENT PILE CURVATURE <\/td>\n<\/tr>\n
605<\/td>\nEQUATION 7-33
EQUATION 7-34
FIGURE 31F-7-14 PUSHOVER CURVE FOR ORDINARY BATTER PILES <\/td>\n<\/tr>\n
607<\/td>\nEQUATION 7-35
FIGURE 31F-7-15 ASSUMED IN-GROUND FIXITY
TABLE 31F-7-8 DISTANCE BELOW GROUND TO POINT OF FIXITY
EQUATION 7-36
EQUATION 7-37
EQUATION 7-38
EQUATION 7-39
TABLE 31F-7-9 LIMITING STRAIN VALUES FOR TIMBER
EQUATION 7-40
EQUATION 7-41
EQUATION 7-42 <\/td>\n<\/tr>\n
611<\/td>\nDIVISION 8
SECTION 3108F FIRE PREVENTION, DETECTION AND SUPPRESSION <\/td>\n<\/tr>\n
612<\/td>\nTABLE 31F-8-1 CARGO LIQUID VOLATILITY RATINGS
TABLE 31F-8-2 FIRE HAZARD CLASSIFICATIONS <\/td>\n<\/tr>\n
613<\/td>\nTABLE 31F-8-3 MINIMUM FIRE SUPPRESSION PROVISIONS (N\/E) <\/td>\n<\/tr>\n
615<\/td>\nDIVISION 9
SECTION 3109F PIPING AND PIPELINES <\/td>\n<\/tr>\n
616<\/td>\nTABLE 31F-9-1 COEFFICIENTS OF STATIC FRICTION <\/td>\n<\/tr>\n
618<\/td>\nDIVISION 10
SECTION 3110F MECHANICAL AND ELECTRICAL EQUIPMENT <\/td>\n<\/tr>\n
621<\/td>\nDIVISION 11
SECTION 3111F ELECTRICAL SYSTEMS <\/td>\n<\/tr>\n
624<\/td>\nDIVISION 12
SECTION 3112F REQUIREMENTS SPECIFIC TO MARINE TERMINALS THAT TRANSFER LNG <\/td>\n<\/tr>\n
626<\/td>\nCALIFORNIA BUILDING CODE \u2013 MATRIX ADOPTION TABLE CHAPTER 32 \u2013 ENCROACHMENTS INTO THE PUBLIC RIGHT-OF-WAY <\/td>\n<\/tr>\n
628<\/td>\nCHAPTER 32 ENCROACHMENTS INTO THE PUBLIC RIGHT-OF-WAY
SECTION 3201 GENERAL
SECTION 3202 ENCROACHMENTS <\/td>\n<\/tr>\n
630<\/td>\nCALIFORNIA BUILDING CODE \u2013 MATRIX ADOPTION TABLE CHAPTER 33 \u2013 SAFEGUARDS DURING CONSTRUCTION <\/td>\n<\/tr>\n
632<\/td>\nCHAPTER 33 SAFEGUARDS DURING CONSTRUCTION
SECTION 3301 GENERAL
SECTION 3302 CONSTRUCTION SAFEGUARDS
SECTION 3303 DEMOLITION
SECTION 3304 SITE WORK <\/td>\n<\/tr>\n
633<\/td>\nSECTION 3305 SANITARY
SECTION 3306 PROTECTION OF PEDESTRIANS
TABLE 3306.1 PROTECTION OF PEDESTRIANS <\/td>\n<\/tr>\n
634<\/td>\nSECTION 3307 PROTECTION OF ADJOINING PROPERTY
SECTION 3308 TEMPORARY USE OF STREETS, ALLEYS AND PUBLIC PROPERTY
SECTION 3309 FIRE EXTINGUISHERS
SECTION 3310 MEANS OF EGRESS <\/td>\n<\/tr>\n
635<\/td>\nSECTION 3311 STANDPIPES
SECTION 3312 AUTOMATIC SPRINKLER SYSTEM
SECTION 3313 WATER SUPPLY FOR FIRE PROTECTION
SECTION 3314 FIRE WATCH DURING CONSTRUCTON <\/td>\n<\/tr>\n
636<\/td>\nCHAPTER 34 RESERVED <\/td>\n<\/tr>\n
638<\/td>\nCALIFORNIA BUILDING CODE \u2013 MATRIX ADOPTION TABLE CHAPTER 35 \u2013 REFERENCED STANDARDS <\/td>\n<\/tr>\n
639<\/td>\nCALIFORNIA BUILDING CODE \u2013 MATRIX ADOPTION TABLE CHAPTER 35 \u2013 REFERENCED STANDARDS\u2014continued <\/td>\n<\/tr>\n
640<\/td>\nCALIFORNIA BUILDING CODE \u2013 MATRIX ADOPTION TABLE CHAPTER 35 \u2013 REFERENCED STANDARDS\u2014continued <\/td>\n<\/tr>\n
641<\/td>\nCALIFORNIA BUILDING CODE \u2013 MATRIX ADOPTION TABLE CHAPTER 35 \u2013 REFERENCED STANDARDS\u2014continued <\/td>\n<\/tr>\n
642<\/td>\nCHAPTER 35 REFERENCED STANDARDS
AA
AAMA
ACI <\/td>\n<\/tr>\n
643<\/td>\nAISC
AISI
ALI <\/td>\n<\/tr>\n
644<\/td>\nAMCA
ANSI <\/td>\n<\/tr>\n
645<\/td>\nAPA
ASABE <\/td>\n<\/tr>\n
646<\/td>\nASCE\/SEI
ASME <\/td>\n<\/tr>\n
647<\/td>\nASSE
ASTM <\/td>\n<\/tr>\n
659<\/td>\nAWC
AWCI <\/td>\n<\/tr>\n
660<\/td>\nAWPA
AWS
BHMA
CEN <\/td>\n<\/tr>\n
661<\/td>\nCPA
CPSC
CSA
CSSB <\/td>\n<\/tr>\n
662<\/td>\nDASMA
DOC
DOL
DOTn
FEMA <\/td>\n<\/tr>\n
663<\/td>\nFM
GA
HPVA
ICC <\/td>\n<\/tr>\n
664<\/td>\nISO <\/td>\n<\/tr>\n
665<\/td>\nMHI
NAAMM
NCMA
NFPA <\/td>\n<\/tr>\n
678<\/td>\nPCI <\/td>\n<\/tr>\n
679<\/td>\nPTI
RMI
SBCA
SDI
SFM <\/td>\n<\/tr>\n
680<\/td>\nSJI
SPRI
SRCC
TIA <\/td>\n<\/tr>\n
681<\/td>\nTMS
TPI
UBC
UL <\/td>\n<\/tr>\n
684<\/td>\nULC <\/td>\n<\/tr>\n
685<\/td>\nUSC
WCLIB
WDMA
WRI <\/td>\n<\/tr>\n
686<\/td>\nCHAPTER 66 SPECIAL SAFETY PROVISIONS
SECTION 6601 GENERAL PROVISIONS
SECTION 6602 AMUSEMENT DEVICES
SECTION 6603 REBOUND TUMBLING EQUIPMENT
SECTION 6604 REBOUND TUMBLING CENTER <\/td>\n<\/tr>\n
687<\/td>\nSECTION 6605 AUTOMOBILE RACING FACILITIES <\/td>\n<\/tr>\n
688<\/td>\nCHAPTER 67 SECURITY PROVISIONS
SECTION 6701 PURPOSE
SECTION 6702 SCOPE
SECTION 6703 LIMITATIONS
SECTION 6704 ALTERNATE SECURITY PROVISIONS
SECTION 6705 DEFINITIONS
SECTION 6706 TESTS: SLIDING GLASS DOORS
SECTION 6707 TESTS: SLIDING GLASS WINDOWS <\/td>\n<\/tr>\n
689<\/td>\nSECTION 6708 DOORS: GENERAL
SECTION 6709 DOORS: SWINGING DOORS <\/td>\n<\/tr>\n
690<\/td>\nSECTION 6710 DOORS: SLIDING GLASS DOORS
SECTION 6711 DOORS: OVERHEAD AND SLIDING DOORS
SECTION 6712 DOORS: METAL ACCORDION GRATE OR GRILLE-TYPE DOORS
SECTION 6713 LIGHTS: GENERAL
SECTION 6714 LIGHTS: MATERIAL
SECTION 6715 LIGHTS: LOCKING DEVICES
SECTION 6716 OTHER OPENINGS: GENERAL <\/td>\n<\/tr>\n
691<\/td>\nSECTION 6717 HATCHWAYS, SCUTTLES AND SIMILAR OPENINGS <\/td>\n<\/tr>\n
692<\/td>\nCHAPTER 68 EXPEDITED PERMITTING FOR SMALL RESIDENTIAL ROOFTOP SOLAR ENERGY SYSTEMS
SECTION 6801 SCOPE
SECTION 6802 DEFINITIONS
SECTION 6803 APPLICATION FOR PERMITS
SECTION 6804 PERMITS
SECTION 6805 FEES
SECTION 6806 INSPECTIONS <\/td>\n<\/tr>\n
693<\/td>\nSECTION 6807 SMALL RESIDENTIAL ROOFTOP SOLAR ENERGY SYSTEM REQUIRMENTS <\/td>\n<\/tr>\n
694<\/td>\nCHAPTER 69 TRAILER COACHES
SECTION 6901 DEFINITION
SECTION 6902 WHERE ALLOWED WITHOUT PERMITS
SECTION 6903 PERMIT REQUIRED
SECTION 6904 APPLICATION AND FEE REQUIRED
SECTION 6905 CONDITIONS OF PERMIT <\/td>\n<\/tr>\n
695<\/td>\nSECTION 6906 REVOCATION OF PERMITS
SECTION 6907 OTHER PERMITS REQUIRED
SECTION 6908 VALIDITY OF PERMIT <\/td>\n<\/tr>\n
696<\/td>\nCHAPTER 94 REPAIR OF WELDED STEEL MOMENT FRAME BUILDINGS LOCATED IN HIGH EARTHQUAKE DAMAGED AREAS
SECTION 9401 PURPOSE
SECTION 9402 SCOPE
SECTION 9403 DEFINITIONS
SECTION 9404 ADMINISTRATION <\/td>\n<\/tr>\n
697<\/td>\nTABLE 94-A TIME LIMITS FOR COMPLIANCE WITH INSPECTION AND REPAIR COMPLIANCE ORDER1, 2
SECTION 9405 GENERAL REQUIREMENTS <\/td>\n<\/tr>\n
698<\/td>\nCHAPTER 95 EARTHQUAKE HAZARD REDUCTION FOR EXISTING CONCRETE TILT-UP BUILDINGS
SECTION 9501 PURPOSE
SECTION 9502 SCOPE
SECTION 9503 DEFINITIONS
SECTION 9504 ADMINISTRATION <\/td>\n<\/tr>\n
699<\/td>\nSECTION 9505 GENERAL REQUIREMENTS
SECTION 9506 ANALYSIS AND DESIGN <\/td>\n<\/tr>\n
701<\/td>\nTABLE 95-A TIME LIMITS FOR COMPLIANCE WITH EARTHQUAKE HAZARD REDUCTION COMPLIANCE ORDER1, 2
SECTION 9507 MATERIALS OF CONSTRUCTION <\/td>\n<\/tr>\n
702<\/td>\nCHAPTER 96 EARTHQUAKE HAZARD REDUCTION FOR EXISTING UNREINFORCED MASONRY BEARING WALL BUILDINGS
SECTION 9601 PURPOSE
SECTION 9602 SCOPE
SECTION 9603 DEFINITIONS
SECTION 9604 RATING CLASSIFICATIONS
SECTION 9605 GENERAL REQUIREMENTS <\/td>\n<\/tr>\n
703<\/td>\nSECTION 9606 ADMINISTRATION <\/td>\n<\/tr>\n
704<\/td>\nSECTION 9607 HISTORICAL BUILDINGS
SECTION 9608 INFORMATION REQUIRED ON PLANS <\/td>\n<\/tr>\n
705<\/td>\nTABLE 96-A RATING CLASSIFICATIONS
TABLE 96-B TIME LIMITS FOR COMPLIANCE
SECTION 9609 INTERPRETATION OF THIS CHAPTER <\/td>\n<\/tr>\n
706<\/td>\nTABLE 96-C EXTENSIONS OF TIME AND SERVICE PRIORITIES <\/td>\n<\/tr>\n
708<\/td>\nCHAPTER 98 UNOCCUPIED BUILDINGS, STRUCTURES AND SPECIAL HAZARDS
SECTION 9801 SCOPE
SECTION 9802 DEFINITIONS
SECTION 9803 ORDER TO SECURE BUILDINGS, STRUCTURES OR SPECIAL HAZARDS
SECTION 9804 NOTIFICATION TO OTHER PERSONS
SECTION 9805 POSTING
SECTION 9806 SERVICE <\/td>\n<\/tr>\n
709<\/td>\nSECTION 9807 REQUEST FOR HEARING
SECTION 9808 NOTICE OF HEARING
SECTION 9809 HEARING PROCEDURE
SECTION 9810 SECURING BUILDINGS, STRUCTURES OR SPECIAL HAZARDS BY COUNTY
SECTION 9811 COUNTY DEPARTMENTS
SECTION 9812 NOTIFICATION OF COSTS
SECTION 9813 SUBSTANDARD OR UNSAFE BUILDINGS
SECTION 9814 EMERGENCY PROCEDURES <\/td>\n<\/tr>\n
712<\/td>\nCHAPTER 99 BUILDING AND PROPERTY REHABILITATION
SECTION 9901 SCOPE
SECTION 9902 DEFINITIONS
SECTION 9903 DEFINITION OF SUBSTANDARD BUILDING
SECTION 9904 SUBSTANDARD CONDITIONS <\/td>\n<\/tr>\n
713<\/td>\nSECTION 9905 SUBSTANDARD PROPERTY
SECTION 9906 BUILDING REHABILITATION APPEALS BOARD
SECTION 9907 RESERVED <\/td>\n<\/tr>\n
714<\/td>\nSECTION 9908 DETERMINATION BY BUILDING OFFICIAL
SECTION 9909 INFORMAL NOTICE
SECTION 9910 NOTICE OF SUBSTANDARD BUILDING
SECTION 9911 NOTICE OF SUBSTANDARD PROPERTY
SECTION 9912 COMBINING NOTICES
SECTION 9913 SERVICE OF NOTICE
SECTION 9914 OTHER INTERESTED PARTIES <\/td>\n<\/tr>\n
715<\/td>\nSECTION 9915 DECLARATION OF SUBSTANDARD BUILDING OR PROPERTY
SECTION 9916 POSTING OF SIGNS
SECTION 9917 RIGHT OF HEARING <\/td>\n<\/tr>\n
716<\/td>\nSECTION 9918 HEARING BY BUILDING REHABILITATION APPEALS BOARD
SECTION 9919 HEARING NOT REQUESTED
SECTION 9920 NOTICE OF HEARING
SECTION 9921 FORM AND CONTENTS OF NOTICE
SECTION 9922 POSTING OF NOTICE
SECTION 9923 ORDER: SUBSTANDARD BUILDING
SECTION 9924 ORDER: SUBSTANDARD PROPERTY
SECTION 9925 WORK BY PRIVATE PARTY <\/td>\n<\/tr>\n
717<\/td>\nSECTION 9926 WORK BY COUNTY
SECTION 9927 COSTS
SECTION 9928 NOTIFICATION OF COSTS
SECTION 9929 COLLECTION
SECTION 9930 SALVAGE <\/td>\n<\/tr>\n
718<\/td>\nSECTION 9931 INTERFERENCE PROHIBITED
SECTION 9932 PROSECUTION
SECTION 9933 OTHER ABATEMENT PROCEDURES
SECTION 9934 VEHICLES <\/td>\n<\/tr>\n
720<\/td>\nCALIFORNIA BUILDING CODE \u2013 MATRIX ADOPTION TABLE APPENDIX A \u2013 EMPLOYEE QUALIFICATIONS
APPENDIX A EMPLOYEE QUALIFICATIONS
SECTION A101 BUILDING OFFICIAL QUALIFICATIONS
[A] SECTION A102 REFERENCED STANDARDS <\/td>\n<\/tr>\n
722<\/td>\nCALIFORNIA BUILDING CODE \u2013 MATRIX ADOPTION TABLE APPENDIX B \u2013 BOARD OF APPEALS
APPENDIX B BOARD OF APPEALS
SECTION B101 GENERAL <\/td>\n<\/tr>\n
724<\/td>\nCALIFORNIA BUILDING CODE \u2013 MATRIX ADOPTION TABLE APPENDIX C \u2013 GROUP U \u2013 AGRICULTURAL BUILDINGS
APPENDIX C GROUP U\u2014AGRICULTURAL BUILDINGS
SECTION C101 GENERAL
SECTION C102 ALLOWABLE HEIGHT AND AREA
TABLE C102.1 BASIC ALLOWABLE AREA FOR A GROUP U, ONE STORY IN HEIGHT AND MAXIMUM HEIGHT OF SUCH OCCUPANCY <\/td>\n<\/tr>\n
725<\/td>\nSECTION C103 MIXED OCCUPANCIES
SECTION C104 EXITS <\/td>\n<\/tr>\n
726<\/td>\nCALIFORNIA BUILDING CODE \u2013 MATRIX ADOPTION TABLE APPENDIX D \u2013 FIRE DISTRICTS
APPENDIX D FIRE DISTRICTS
SECTION D101 GENERAL
SECTION D102 BUILDING RESTRICTIONS <\/td>\n<\/tr>\n
727<\/td>\nSECTION D103 CHANGES TO BUILDINGS
SECTION D104 BUILDINGS LOCATED PARTIALLY IN THE FIRE DISTRICT <\/td>\n<\/tr>\n
728<\/td>\nSECTION D105 EXCEPTIONS TO RESTRICTIONS IN FIRE DISTRICT
SECTION D106 REFERENCED STANDARDS <\/td>\n<\/tr>\n
730<\/td>\nAPPENDIX E RESERVED <\/td>\n<\/tr>\n
732<\/td>\nCALIFORNIA BUILDING CODE \u2013 MATRIX ADOPTION TABLE APPENDIX F \u2013 RODENTPROOFING
APPENDIX F RODENTPROOFING
SECTION F101 GENERAL <\/td>\n<\/tr>\n
734<\/td>\nCALIFORNIA BUILDING CODE \u2013 MATRIX ADOPTION TABLE APPENDIX G \u2013 FLOOD-RESISTANT CONSTRUCTION
APPENDIX G FLOOD-RESISTANT CONSTRUCTION
SECTION G101 ADMINISTRATION
SECTION G102 APPLICABILITY <\/td>\n<\/tr>\n
735<\/td>\nSECTION G103 POWERS AND DUTIES <\/td>\n<\/tr>\n
736<\/td>\nSECTION G104 PERMITS
SECTION G105 VARIANCES <\/td>\n<\/tr>\n
737<\/td>\nSECTION G201 DEFINITIONS
SECTION G301 SUBDIVISIONS <\/td>\n<\/tr>\n
738<\/td>\nSECTION G401 SITE IMPROVEMENT
SECTION G501 MANUFACTURED HOMES
SECTION G601 RECREATIONAL VEHICLES
SECTION G701 TANKS <\/td>\n<\/tr>\n
739<\/td>\nSECTION G801 OTHER BUILDING WORK
SECTION G901 TEMPORARY STRUCTURES AND TEMPORARY STORAGE
SECTION G1001 UTILITY AND MISCELLANEOUS GROUP U <\/td>\n<\/tr>\n
740<\/td>\nSECTION G1101 REFERENCED STANDARDS <\/td>\n<\/tr>\n
742<\/td>\nCALIFORNIA BUILDING CODE \u2013 MATRIX ADOPTION TABLE APPENDIX H \u2013 SIGNS
APPENDIX H SIGNS
SECTION H101 GENERAL
SECTION H102 DEFINITIONS <\/td>\n<\/tr>\n
743<\/td>\nSECTION H103 LOCATION
SECTION H104 IDENTIFICATION
SECTION H105 DESIGN AND CONSTRUCTION
SECTION H106 ELECTRICAL <\/td>\n<\/tr>\n
744<\/td>\nSECTION H107 COMBUSTIBLE MATERIALS
SECTION H108 ANIMATED DEVICES
SECTION H109 GROUND SIGNS
SECTION H110 ROOF SIGNS <\/td>\n<\/tr>\n
745<\/td>\nSECTION H111 WALL SIGNS
SECTION H112 PROJECTING SIGNS
SECTION H113 MARQUEE SIGNS <\/td>\n<\/tr>\n
746<\/td>\nSECTION H114 PORTABLE SIGNS
TABLE 4-A SIZE, THICKNESS AND TYPE OF GLASS PANELS IN SIGNS
TABLE 4-B THICKNESS OF PROJECTION SIGN <\/td>\n<\/tr>\n
748<\/td>\nCALIFORNIA BUILDING CODE \u2013 MATRIX ADOPTION TABLE APPENDIX I \u2013 PATIO COVERS
APPENDIX I PATIO COVERS
SECTION I101 GENERAL
SECTION I102 DEFINITION
SECTION I103 EXTERIOR WALLS AND OPENINGS <\/td>\n<\/tr>\n
749<\/td>\nSECTION I104 HEIGHT
SECTION I105 STRUCTURAL PROVISIONS <\/td>\n<\/tr>\n
750<\/td>\nCALIFORNIA BUILDING CODE \u2013 MATRIX ADOPTION TABLE APPENDIX J \u2013 GRADING
APPENDIX J GRADING
SECTION J101 GENERAL <\/td>\n<\/tr>\n
751<\/td>\nSECTION J102 DEFINITIONS <\/td>\n<\/tr>\n
752<\/td>\nSECTION J103 PERMITS REQUIRED <\/td>\n<\/tr>\n
753<\/td>\nFIGURE J103.2 GRADING EXEMPTION CASES <\/td>\n<\/tr>\n
755<\/td>\nSECTION J104 PERMIT APPLICATION AND SUBMITTALS <\/td>\n<\/tr>\n
757<\/td>\nSECTION J105 INSPECTIONS <\/td>\n<\/tr>\n
759<\/td>\nSECTION J106 EXCAVATIONS
SECTION J107 FILLS <\/td>\n<\/tr>\n
760<\/td>\nFIGURE J107.3 BENCHING DETAILS
SECTION J108 SETBACKS <\/td>\n<\/tr>\n
761<\/td>\nFIGURE J108.1 DRAINAGE DIMENSIONS
SECTION J109 DRAINAGE AND TERRACING <\/td>\n<\/tr>\n
762<\/td>\nSECTION J110 EROSION CONTROL <\/td>\n<\/tr>\n
764<\/td>\nSECTION J111 REFERENCED STANDARDS <\/td>\n<\/tr>\n
766<\/td>\nCALIFORNIA BUILDING CODE \u2013 MATRIX ADOPTION TABLE APPENDIX K \u2013 GROUP R-3 AND GROUP R-3.1 OCCUPANCIES PROTECTED BY THE FACILITIES OF THE CENTRAL VALLEY FLOOD PROTECTION PLAN
APPENDIX K GROUP R-3 AND GROUP R-3.1 OCCUPANCIES PROTECTED BY THE FACILITIES OF THE CENTRAL VALLEY FLOOD PROTECTION PLAN
SECTION K101 SCOPE
SECTION K102 DEFINITIONS <\/td>\n<\/tr>\n
767<\/td>\nSECTION K103 STRUCTURAL STABILITY
SECTION K104 EVACUATION LOCATIONS
SECTION K105 SPACE WITHIN THE BUILDING <\/td>\n<\/tr>\n
768<\/td>\nSECTION K106 DECKS AND BALCONIES THAT ARE EVACUATION LOCATIONS
SECTION K107 ROOFTOP EVACUATION LOCATIONS
SECTION K108 ATTICS THAT ARE EVACUATION LOCATIONS <\/td>\n<\/tr>\n
769<\/td>\nSECTION K109 ALTERNATE MEANS OF PROTECTION <\/td>\n<\/tr>\n
770<\/td>\nFIGURE K103.1 <\/td>\n<\/tr>\n
771<\/td>\nFIGURE K103.1 <\/td>\n<\/tr>\n
772<\/td>\nCALIFORNIA BUILDING CODE \u2013 MATRIX ADOPTION TABLE APPENDIX L \u2013 EARTHQUAKE RECORDING INSTRUMENTATION
APPENDIX L EARTHQUAKE RECORDING INSTRUMENTATION
SECTION L101 GENERAL <\/td>\n<\/tr>\n
774<\/td>\nCALIFORNIA BUILDING CODE \u2013 MATRIX ADOPTION TABLE APPENDIX M \u2013 TSUNAMI-GENERATED FLOOD HAZARD
APPENDIX M TSUNAMI-GENERATED FLOOD HAZARD
SECTION M101 REFUGE STRUCTURES FOR VERTICAL EVACUATION FROM TSUNAMI-GENERATED FLOOD HAZARD
SECTION M102 REFERENCED STANDARDS <\/td>\n<\/tr>\n
776<\/td>\nCALIFORNIA BUILDING CODE \u2013 MATRIX ADOPTION TABLE APPENDIX N \u2013 REPLICABLE BUILDINGS
APPENDIX N REPLICABLE BUILDINGS
SECTION N101 ADMINISTRATION
SECTION N102 DEFINITIONS
SECTION N103 REPLICABLE DESIGN REQUIREMENTS <\/td>\n<\/tr>\n
777<\/td>\nSECTION N104 REPLICABLE DESIGN SUBMITTAL REQUIREMENTS
SECTION N105 REVIEW AND APPROVAL OF REPLICABLE DESIGN
SECTION N106 SITE-SPECIFIC APPLICATION OF APPROVED REPLICABLE DESIGN <\/td>\n<\/tr>\n
778<\/td>\nSECTION N107 SITE-SPECIFIC REVIEW AND APPROVAL OF REPLICABLE DESIGN <\/td>\n<\/tr>\n
780<\/td>\nCALIFORNIA BUILDING CODE \u2013 MATRIX ADOPTION TABLE APPENDIX O \u2013 EMERGENCY HOUSING
APPENDIX O EMERGENCY HOUSING
SECTION O101 GENERAL
SECTION O102 DEFINITIONS <\/td>\n<\/tr>\n
781<\/td>\nSECTION O103 EMERGENCY HOUSING
SECTION O104 EMERGENCY SLEEPING CABINS <\/td>\n<\/tr>\n
782<\/td>\nSECTION O105 EMERGENCY TRANSPORTABLE HOUSING UNITS
SECTION O106 TENTS AND MEMBRANE STRUCTURES
SECTION O107 ACCESSIBILITY <\/td>\n<\/tr>\n
783<\/td>\nSECTION O108 LOFTS IN EMERGENCY HOUSING
SECTION O109 LOCATION, MAINTENANCE AND IDENTIFICATION <\/td>\n<\/tr>\n
784<\/td>\nSECTION O110 EMERGENCY HOUSING FACILITIES <\/td>\n<\/tr>\n
786<\/td>\nINDEX <\/td>\n<\/tr>\n
828<\/td>\nHISTORY NOTE APPENDIX <\/td>\n<\/tr>\n
830<\/td>\nICC’S DIGITAL CODES LIBRARY <\/td>\n<\/tr>\n
831<\/td>\nICC EVALUATION SERVICE <\/td>\n<\/tr>\n<\/table>\n","protected":false},"excerpt":{"rendered":"

County of Los Angeles Building Code – Volume 2<\/b><\/p>\n\n\n\n\n
Published By<\/td>\nPublication Date<\/td>\nNumber of Pages<\/td>\n<\/tr>\n
CA<\/b><\/a><\/td>\n2020<\/td>\n<\/td>\n<\/tr>\n<\/tbody>\n<\/table>\n","protected":false},"featured_media":384847,"template":"","meta":{"rank_math_lock_modified_date":false,"ep_exclude_from_search":false},"product_cat":[2720],"product_tag":[],"class_list":{"0":"post-384842","1":"product","2":"type-product","3":"status-publish","4":"has-post-thumbnail","6":"product_cat-ca","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\/384842","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\/384847"}],"wp:attachment":[{"href":"https:\/\/pdfstandards.shop\/wp-json\/wp\/v2\/media?parent=384842"}],"wp:term":[{"taxonomy":"product_cat","embeddable":true,"href":"https:\/\/pdfstandards.shop\/wp-json\/wp\/v2\/product_cat?post=384842"},{"taxonomy":"product_tag","embeddable":true,"href":"https:\/\/pdfstandards.shop\/wp-json\/wp\/v2\/product_tag?post=384842"}],"curies":[{"name":"wp","href":"https:\/\/api.w.org\/{rel}","templated":true}]}}