{"id":208472,"date":"2024-10-19T13:26:27","date_gmt":"2024-10-19T13:26:27","guid":{"rendered":"https:\/\/pdfstandards.shop\/product\/uncategorized\/ca-cityoflosangeles-building-code-volume-2-2020-pdf\/"},"modified":"2024-10-25T06:09:12","modified_gmt":"2024-10-25T06:09:12","slug":"ca-cityoflosangeles-building-code-volume-2-2020-pdf","status":"publish","type":"product","link":"https:\/\/pdfstandards.shop\/product\/publishers\/ca\/ca-cityoflosangeles-building-code-volume-2-2020-pdf\/","title":{"rendered":"CA CityofLosAngeles Building Code Volume 2 2020.pdf"},"content":{"rendered":"

2020 City of Los Angeles amendment pages for integration with the 2019 California Building Code<\/p>\n

PDF Catalog<\/h4>\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\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 CITY OF LOS ANGELES BUILDING CODE VOLUME 2 OF 2 BASED ON THE 2019 CBC AND 2018 IBC\u00ae <\/td>\n<\/tr>\n
2<\/td>\n2020 CITY OF LOS ANGELES BUILDING CODE VOLUME 2 OF 2 BASED ON THE 2019 CBC AND 2018 IBC\u00ae TITLE PAGE <\/td>\n<\/tr>\n
3<\/td>\nCOPYRIGHT <\/td>\n<\/tr>\n
4<\/td>\nCITY OF LOS ANGELES DEPARTMENT OF BUILDING AND SAFETY OFFICES <\/td>\n<\/tr>\n
6<\/td>\nCITY OF LOS ANGELES DEPARTMENT OF BUILDING AND SAFETY PUBLISHED CODES <\/td>\n<\/tr>\n
7<\/td>\nCITY OF LOS ANGELES DEPARTMENT OF BUILDING AND SAFETY MISSION STATEMENT <\/td>\n<\/tr>\n
8<\/td>\nEFFECTIVE USE OF THE CITY OF LOS ANGELES BUILDING CODE <\/td>\n<\/tr>\n
9<\/td>\nHOW TO DISTINGUISH BETWEEN MODEL CODE LANGUAGE AND CALIFORNIA AMENDMENTS <\/td>\n<\/tr>\n
10<\/td>\nTABLE OF CONTENTS <\/td>\n<\/tr>\n
28<\/td>\nCALIFORNIA BUILDING CODE \u2013 MATRIX ADOPTION TABLE CHAPTER 16 \u2013 STRUCTURAL DESIGN <\/td>\n<\/tr>\n
30<\/td>\nCHAPTER 16 STRUCTURAL DESIGN
SECTION 1601 GENERAL
SECTION 1602 NOTATIONS <\/td>\n<\/tr>\n
31<\/td>\nSECTION 1603 CONSTRUCTION DOCUMENTS <\/td>\n<\/tr>\n
32<\/td>\nSECTION 1604 GENERAL DESIGN REQUIREMENTS <\/td>\n<\/tr>\n
33<\/td>\nTABLE 1604.3 DEFLECTION LIMITS <\/td>\n<\/tr>\n
34<\/td>\nTABLE 1604.5 RISK CATEGORY OF BUILDINGS AND OTHER STRUCTURES <\/td>\n<\/tr>\n
35<\/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
36<\/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
37<\/td>\nSECTION 1606 DEAD LOADS
SECTION 1607 LIVE LOADS <\/td>\n<\/tr>\n
38<\/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
39<\/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
40<\/td>\nEQUATION 16-23 <\/td>\n<\/tr>\n
41<\/td>\nTABLE 1607.11.1 LIVE LOAD ELEMENT FACTOR, KLL
EQUATION 16-24
EQUATION 16-25 <\/td>\n<\/tr>\n
42<\/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
43<\/td>\nSECTION 1608 SNOW LOADS <\/td>\n<\/tr>\n
44<\/td>\nTABLE 1608.2 GROUND SNOW LOADS, pg, FOR ALASKAN LOCATIONS
SECTION 1609 WIND LOADS <\/td>\n<\/tr>\n
45<\/td>\nFIGURE 1608.2 GROUND SNOW LOADS, pg, FOR THE UNITED STATES (psf) <\/td>\n<\/tr>\n
46<\/td>\nFIGURE 1608.2\u2014continued GROUND SNOW LOADS, pg, FOR THE UNITED STATES (psf) <\/td>\n<\/tr>\n
47<\/td>\nFIGURE 1609.3(1) BASIC DESIGN WIND SPEEDS, V, FOR RISK CATEGORY II BUILDINGS AND OTHER STRUCTURES <\/td>\n<\/tr>\n
48<\/td>\nFIGURE 1609.3(2) BASIC DESIGN WIND SPEEDS, V, FOR RISK CATEGORY III BUILDINGS AND OTHER STRUCTURES <\/td>\n<\/tr>\n
49<\/td>\nFIGURE 1609.3(3) BASIC DESIGN WIND SPEEDS, V, FOR RISK CATEGORY IV BUILDINGS AND OTHER STRUCTURES <\/td>\n<\/tr>\n
50<\/td>\nFIGURE 1609.3(4) BASIC DESIGN WIND SPEEDS, V, FOR RISK CATEGORY I BUILDINGS AND OTHER STRUCTURES <\/td>\n<\/tr>\n
51<\/td>\nTABLE 1609.2 WINDBORNE DEBRIS PROTECTION FASTENING SCHEDULE FOR WOOD STRUCTURAL PANELS <\/td>\n<\/tr>\n
52<\/td>\nEQUATION 16-33
TABLE 1609.3.1 WIND SPEED CONVERSIONS <\/td>\n<\/tr>\n
53<\/td>\nEQUATION 16-34
SECTION 1610 SOIL LATERAL LOADS
SECTION 1611 RAIN LOADS
EQUATION 16-35 <\/td>\n<\/tr>\n
54<\/td>\nTABLE 1610.1 LATERAL SOIL LOAD
SECTION 1612 FLOOD LOADS <\/td>\n<\/tr>\n
55<\/td>\n[P] FIGURE 1611.1 100-YEAR, 1-HOUR RAINFALL (INCHES) WESTERN UNITED STATES <\/td>\n<\/tr>\n
56<\/td>\n[P] FIGURE 1611.1\u2014continued 100-YEAR, 1-HOUR RAINFALL (INCHES) CENTRAL UNITED STATES <\/td>\n<\/tr>\n
57<\/td>\n[P] FIGURE 1611.1\u2014continued 100-YEAR, 1-HOUR RAINFALL (INCHES) EASTERN UNITED STATES <\/td>\n<\/tr>\n
58<\/td>\n[P] FIGURE 1611.1\u2014continued 100-YEAR, 1-HOUR RAINFALL (INCHES) ALASKA <\/td>\n<\/tr>\n
59<\/td>\n[P] FIGURE 1611.1\u2014continued 100-YEAR, 1-HOUR RAINFALL (INCHES) HA <\/td>\n<\/tr>\n
60<\/td>\nSECTION 1613 EARTHQUAKE LOADS <\/td>\n<\/tr>\n
61<\/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
62<\/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
63<\/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
64<\/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
65<\/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
66<\/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
67<\/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
68<\/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
69<\/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
70<\/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
71<\/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
72<\/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
78<\/td>\nSECTION 1614 ATMOSPHERIC ICE LOADS
SECTION 1615 TSUNAMI LOADS
SECTION 1616 STRUCTURAL INTEGRITY <\/td>\n<\/tr>\n
79<\/td>\nEQUATION 16-40
EQUATION 16-41 <\/td>\n<\/tr>\n
80<\/td>\nFIGURE 1616.3 LONGITUDINAL, PERIMETER, TRANSVERSE AND VERTICAL TIES
SECTION 1617 ADDITIONAL REQUIREMENTS FOR COMMUNITY COLLEGES [DSA-SS\/CC] <\/td>\n<\/tr>\n
81<\/td>\nEQUATION 3-1a
EQUATION 3-2
EQUATION 3-3a
EQUATION 3-3b
EQUATION 3-4 <\/td>\n<\/tr>\n
87<\/td>\nTABLE 1224.4.11 ALLOWABLE RAIL DEFLECTION <\/td>\n<\/tr>\n
88<\/td>\nCALIFORNIA BUILDING CODE \u2013 MATRIX ADOPTION TABLE CHAPTER 16A \u2013 STRUCTURAL DESIGN <\/td>\n<\/tr>\n
90<\/td>\nCHAPTER 16A STRUCTURAL DESIGN
SECTION 1601 A GENERAL
SECTION 1602 ANOTATIONS
SECTION 1603A CONSTRUCTION DOCUMENTS <\/td>\n<\/tr>\n
92<\/td>\nSECTION 1604A GENERAL DESIGN REQUIREMENTS <\/td>\n<\/tr>\n
93<\/td>\nTABLE 1604A.3 DEFLECTION LIMITS <\/td>\n<\/tr>\n
94<\/td>\nTABLE 1604A.4 MAXIMUM HORIZONTAL DIAPHRAGM SPAN AND SPAN-DEPTH RATIOS <\/td>\n<\/tr>\n
95<\/td>\nTABLE 1604A.5 RISK CATEGORY OF BUILDINGS AND OTHER STRUCTURES <\/td>\n<\/tr>\n
96<\/td>\nSECTION 1605A LOAD COMBINATIONS
EQUATION 16A-1
EQUATION 16A-2 <\/td>\n<\/tr>\n
97<\/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
98<\/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
99<\/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
100<\/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
102<\/td>\nEQUATION 16A-23
TABLE 1607A.11.1 LIVE LOAD ELEMENT FACTOR, KLL <\/td>\n<\/tr>\n
103<\/td>\nEQUATION 16A-24
EQUATION 16A-25
EQUATION 16A-26
EQUATION 16A-27
EQUATION 16A-28 <\/td>\n<\/tr>\n
104<\/td>\nEQUATION 16A-29
EQUATION 16A-30
EQUATION 16A-31
EQUATION 16A-32 <\/td>\n<\/tr>\n
105<\/td>\nSECTION 1608A SNOW LOADS
SECTION 1609A WIND LOADS <\/td>\n<\/tr>\n
106<\/td>\nTABLE 1609A.2 WINDBORNE DEBRIS PROTECTION FASTENING SCHEDULE FOR WOOD STRUCTURAL PANELS <\/td>\n<\/tr>\n
107<\/td>\nFIGURE 1608A.2 GROUND SNOW LOADS, pg, FOR THE UNITED STATES (p <\/td>\n<\/tr>\n
108<\/td>\nFIGURE 1608A.2\u2014continued GROUND SNOW LOADS, pg, FOR THE UNITED STATES (psf) <\/td>\n<\/tr>\n
109<\/td>\nEQUATION 16A-33
TABLE 1609A.3.1 WIND SPEED CONVERSIONS <\/td>\n<\/tr>\n
110<\/td>\nFIGURE 1609A.3(1) BASIC DESIGN WIND SPEEDS, V, FOR RISK CATEGORY II BUILDINGS AND OTHER STRUCTURES <\/td>\n<\/tr>\n
111<\/td>\nFIGURE 1609A.3(2) BASIC DESIGN WIND SPEEDS, V, FOR RISK CATEGORY III BUILDINGS AND OTHER STRUCTURES <\/td>\n<\/tr>\n
112<\/td>\nFIGURE 1609A.3(3) BASIC DESIGN WIND SPEEDS, V, FOR RISK CATEGORY IV BUILDINGS AND OTHER STRUCTURES <\/td>\n<\/tr>\n
113<\/td>\nFIGURE 1609A.3(4) BASIC DESIGN WIND SPEEDS, V, FOR RISK CATEGORY I BUILDINGS AND OTHER STRUCTURES <\/td>\n<\/tr>\n
114<\/td>\nEQUATION 16A-34
SECTION 1610A SOIL LATERAL LOADS <\/td>\n<\/tr>\n
115<\/td>\nTABLE 1610A.1 LATERAL SOIL LOAD
SECTION 1611A RAIN LOADS
EQUATION 16A-35 <\/td>\n<\/tr>\n
116<\/td>\n[P] FIGURE 1611A.1 100-YEAR, 1-HOUR RAINFALL (INCHES) WESTERN UNITED STATES <\/td>\n<\/tr>\n
117<\/td>\n[P] FIGURE 1611A.1\u2014continued 100-YEAR, 1-HOUR RAINFALL (INCHES) CENTRAL UNITED STATES <\/td>\n<\/tr>\n
118<\/td>\n[P] FIGURE 1611A.1\u2014continued 100-YEAR, 1-HOUR RAINFALL (INCHES) EASTERN UNITED STATE <\/td>\n<\/tr>\n
119<\/td>\n[P] FIGURE 1611A.1\u2014continued 100-YEAR, 1-HOUR RAINFALL (INCHES) ALASKA <\/td>\n<\/tr>\n
120<\/td>\n[P] FIGURE 1611A.1\u2014continued 100-YEAR, 1-HOUR RAINFALL (INCHES) HA <\/td>\n<\/tr>\n
121<\/td>\nSECTION 1612A FLOOD LOADS
SECTION 1613A EARTHQUAKE LOADS <\/td>\n<\/tr>\n
122<\/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
123<\/td>\nSECTION 1614A ATMOSPHERIC ICE LOADS
SECTION 1615A TSUNAMI LOADS
SECTION 1616A STRUCTURAL INTEGRITY <\/td>\n<\/tr>\n
124<\/td>\nEQUATION 16A-40
FIGURE 1616A.3 LONGITUDINAL, PERIMETER, TRANSVERSE AND VERTICAL TIES <\/td>\n<\/tr>\n
125<\/td>\nEQUATION 16A-41
SECTION 1617A MODIFICATIONS TO ASCE 7 <\/td>\n<\/tr>\n
126<\/td>\nEQUATION 12.12-1 <\/td>\n<\/tr>\n
134<\/td>\nCALIFORNIA BUILDING CODE \u2013 MATRIX ADOPTION TABLE CHAPTER 17 \u2013 SPECIAL INSPECTIONS AND TESTS <\/td>\n<\/tr>\n
136<\/td>\nCHAPTER 17 SPECIAL INSPECTIONS AND TESTS
SECTION 1701 GENERAL
SECTION 1702 NEW MATERIALS
SECTION 1703 APPROVALS <\/td>\n<\/tr>\n
137<\/td>\nSECTION 1704 SPECIAL INSPECTIONS AND TESTS, CONTRACTOR RESPONSIBILITY AND STRUCTURAL OBSERVATION <\/td>\n<\/tr>\n
142<\/td>\nSECTION 1705 REQUIRED SPECIAL INSPECTIONS AND TESTS <\/td>\n<\/tr>\n
144<\/td>\nTABLE 1705.2.3 REQUIRED SPECIAL INSPECTIONS OF OPEN-WEB STEEL JOISTS AND JOIST GIRDERS <\/td>\n<\/tr>\n
145<\/td>\nTABLE 1705.3 REQUIRED VERIFICATION AND INSPECTION AND TESTS OF CONCRETE CONSTRUCTION <\/td>\n<\/tr>\n
148<\/td>\nTABLE 1705.6 REQUIRED SPECIAL INSPECTIONS AND TESTS OF SOILS <\/td>\n<\/tr>\n
149<\/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
155<\/td>\nSECTION 1706 DESIGN STRENGTHS OF MATERIALS
SECTION 1707 ALTERNATIVE TEST PROCEDURE
SECTION 1708 IN-SITU LOAD TESTS <\/td>\n<\/tr>\n
156<\/td>\nSECTION 1709 PRECONSTRUCTION LOAD TESTS <\/td>\n<\/tr>\n
157<\/td>\nSECTION 1710 CERTIFIED SECURITY BAR INSTALLER <\/td>\n<\/tr>\n
158<\/td>\nSECTION 1711 PREFABRICATED CONSTRUCTION <\/td>\n<\/tr>\n
160<\/td>\nCALIFORNIA BUILDING CODE \u2013 MATRIX ADOPTION TABLE CHAPTER 17A \u2013 SPECIAL INSPECTIONS AND TESTS <\/td>\n<\/tr>\n
162<\/td>\nCHAPTER 17A SPECIAL INSPECTIONS AND TESTS
SECTION 1701A GENERAL
SECTION 1702 ANEW MATERIALS
SECTION 1703A APPROVALS <\/td>\n<\/tr>\n
163<\/td>\nSECTION 1704A SPECIAL INSPECTIONS AND TESTS, CONTRACTOR RESPONSIBILITY AND STRUCTURAL OBSERVATION <\/td>\n<\/tr>\n
165<\/td>\nSECTION 1705A REQUIRED SPECIAL INSPECTIONS AND TESTS <\/td>\n<\/tr>\n
167<\/td>\nTABLE 1705A.2.1 REQUIRED SPECIAL INSPECTIONS AND TESTS OF STEEL CONSTRUCTION <\/td>\n<\/tr>\n
168<\/td>\nTABLE 1705A.2.3 REQUIRED SPECIAL INSPECTIONS OF OPEN-WEB STEEL JOISTS AND JOIST GIRDERS <\/td>\n<\/tr>\n
169<\/td>\nTABLE 1705A.3 REQUIRED SPECIAL INSPECTIONS AND TESTS OF CONCRETE CONSTRUCTION <\/td>\n<\/tr>\n
171<\/td>\nTABLE 1705A.6 REQUIRED SPECIAL INSPECTIONS AND TESTS OF SOILS <\/td>\n<\/tr>\n
172<\/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
177<\/td>\nSECTION 1706A DESIGN STRENGTHS OF MATERIALS
SECTION 1707A ALTERNATIVE TEST PROCEDURE
SECTION 1708A IN-SITU LOAD TESTS <\/td>\n<\/tr>\n
178<\/td>\nSECTION 1709A PRECONSTRUCTION LOAD TESTS <\/td>\n<\/tr>\n
180<\/td>\nCALIFORNIA BUILDING CODE \u2013 MATRIX ADOPTION TABLE CHAPTER 18 \u2013 SOILS AND FOUNDATIONS <\/td>\n<\/tr>\n
182<\/td>\nCHAPTER 18 SOILS AND FOUNDATIONS
SECTION 1801 GENERAL
SECTION 1802 DESIGN BASIS
SECTION 1803 GEOTECHNICAL INVESTIGATIONS <\/td>\n<\/tr>\n
186<\/td>\nSECTION 1804 EXCAVATION, GRADING AND FILL
SECTION 1805 DAMPPROOFING AND WATERPROOFING <\/td>\n<\/tr>\n
188<\/td>\nSECTION 1806 PRESUMPTIVE LOAD-BEARING VALUES OF SOILS
TABLE 1806.2 PRESUMPTIVE LOAD-BEARING VALUES <\/td>\n<\/tr>\n
189<\/td>\nSECTION 1807 FOUNDATION WALLS, RETAINING WALLS AND EMBEDDED POSTS AND POLES <\/td>\n<\/tr>\n
190<\/td>\nTABLE 1807.1.6.2 CONCRETE FOUNDATION WALLSb, c <\/td>\n<\/tr>\n
191<\/td>\nTABLE 1807.1.6.3(1) PLAIN MASONRY FOUNDATION WALLSa, b, c <\/td>\n<\/tr>\n
192<\/td>\nTABLE 1807.1.6.3(2) 8-INCH MASONRY FOUNDATION WALLS WITH REINFORCEMENT WHERE d \u2265 5 INCHES <\/td>\n<\/tr>\n
193<\/td>\nTABLE 1807.1.6.3(3) 10-INCH MASONRY FOUNDATION WALLS WITH REINFORCEMENT WHERE d \u2265 6.75 INCHES <\/td>\n<\/tr>\n
194<\/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
195<\/td>\nSECTION 1808 FOUNDATIONS <\/td>\n<\/tr>\n
196<\/td>\nFIGURE 1808.7.1 FOUNDATION CLEARANCES FROM SLOPES <\/td>\n<\/tr>\n
197<\/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
198<\/td>\nSECTION 1809 SHALLOW FOUNDATIONS
FIGURE 1809.3 STEPPED FOUNDATIONS <\/td>\n<\/tr>\n
199<\/td>\nTABLE 1809.7 PRESCRIPTIVE FOOTINGS SUPPORTING WALLS OF LIGHT-FRAME CONSTRUCTION <\/td>\n<\/tr>\n
200<\/td>\nSECTION 1810 DEEP FOUNDATIONS <\/td>\n<\/tr>\n
202<\/td>\nTABLE 1810.3.2.6 ALLOWABLE STRESSES FOR MATERIALS USED IN DEEP FOUNDATION ELEMENTS <\/td>\n<\/tr>\n
204<\/td>\nEQUATION 18-4 <\/td>\n<\/tr>\n
206<\/td>\nEQUATION 18-5 <\/td>\n<\/tr>\n
207<\/td>\nEQUATION 18-6
EQUATION 18-7
EQUATION 18-8
EQUATION 18-9
EQUATION 18-10 <\/td>\n<\/tr>\n
213<\/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
216<\/td>\nSECTION 1813 VIBRO STONE COLUMNS FOR GROUND IMPROVEMENT [OSHPD 1R, 2 & 5] <\/td>\n<\/tr>\n
218<\/td>\nCALIFORNIA BUILDING CODE \u2013 MATRIX ADOPTION TABLE CHAPTER 18A \u2013 SOILS AND FOUNDATIONS <\/td>\n<\/tr>\n
220<\/td>\nCHAPTER 18A SOILS AND FOUNDATIONS
SECTION 1801 AGENERAL
SECTION 1802A DESIGN BASIS
SECTION 1803A GEOTECHNICAL INVESTIGATIONS <\/td>\n<\/tr>\n
223<\/td>\nSECTION 1804A EXCAVATION, GRADING AND FILL <\/td>\n<\/tr>\n
224<\/td>\nSECTION 1805A DAMPPROOFING AND WATERPROOFING <\/td>\n<\/tr>\n
226<\/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
227<\/td>\nEQUATION 18A-1
EQUATION 18A-2 <\/td>\n<\/tr>\n
228<\/td>\nEQUATION 18A-3
SECTION 1808A FOUNDATIONS <\/td>\n<\/tr>\n
229<\/td>\nFIGURE 1808A.7.1 FOUNDATION CLEARANCES FROM SLOPES <\/td>\n<\/tr>\n
230<\/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
231<\/td>\nSECTION 1809A SHALLOW FOUNDATIONS <\/td>\n<\/tr>\n
232<\/td>\nSECTION 1810A DEEP FOUNDATIONS <\/td>\n<\/tr>\n
234<\/td>\nTABLE 1810A.3.2.6 ALLOWABLE STRESSES FOR MATERIALS USED IN DEEP FOUNDATION ELEMENTS <\/td>\n<\/tr>\n
236<\/td>\nEQUATION 18A-4 <\/td>\n<\/tr>\n
238<\/td>\nEQUATION 18A-6
EQUATION 18A-7 <\/td>\n<\/tr>\n
239<\/td>\nEQUATION 18A-8
EQUATION 18A-9
EQUATION 18A-10 <\/td>\n<\/tr>\n
244<\/td>\nSECTION 1811A PRESTRESSED ROCK AND SOIL FOUNDATION ANCHORS <\/td>\n<\/tr>\n
245<\/td>\nSECTION 1812A EARTH RETAINING SHORING <\/td>\n<\/tr>\n
248<\/td>\nSECTION 1813A VIBRO STONE COLUMNS FOR GROUND IMPROVEMENT <\/td>\n<\/tr>\n
250<\/td>\nCALIFORNIA BUILDING CODE \u2013 MATRIX ADOPTION TABLE CHAPTER 19 \u2013 CONCRETE <\/td>\n<\/tr>\n
252<\/td>\nCHAPTER 19 CONCRETE
SECTION 1901 GENERAL <\/td>\n<\/tr>\n
254<\/td>\nSECTION 1902 DEFINITIONS
SECTION 1903 SPECIFICATIONS FOR TESTS AND MATERIALS <\/td>\n<\/tr>\n
255<\/td>\nSECTION 1904 DURABILITY REQUIREMENTS
SECTION 1905 MODIFICATIONS TO ACI 318 <\/td>\n<\/tr>\n
257<\/td>\nSECTION 1906 STRUCTURAL PLAIN CONCRETE <\/td>\n<\/tr>\n
258<\/td>\nSECTION 1907 MINIMUM SLAB PROVISIONS
SECTION 1908 SHOTCRETE <\/td>\n<\/tr>\n
259<\/td>\nSECTION 1909 ADDITIONAL REQUIREMENTS FOR COMMUNITY COLLEGES [DSA-SS\/CC] <\/td>\n<\/tr>\n
262<\/td>\nTABLE 21.2.2 STRENGTH REDUCTION FACTOR \u03c6 FOR MOMENT, AXIAL FORCE, OR COMBINED MOMENT AND AXIAL FORCE <\/td>\n<\/tr>\n
263<\/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
264<\/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
266<\/td>\nCALIFORNIA BUILDING CODE \u2013 MATRIX ADOPTION TABLE CHAPTER 19A \u2013 CONCRETE <\/td>\n<\/tr>\n
268<\/td>\nCHAPTER 19A CONCRETE
SECTION 1901A GENERAL
SECTION 1902A DEFINITIONS <\/td>\n<\/tr>\n
269<\/td>\nSECTION 1903A SPECIFICATIONS FOR TESTS AND MATERIALS
SECTION 1904A DURABILITY REQUIREMENTS
SECTION 1905A MODIFICATIONS TO ACI 318 <\/td>\n<\/tr>\n
272<\/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
274<\/td>\nSECTION 1909A RESERVED
SECTION 1910A CONCRETE, REINFORCEMENT AND ANCHOR TESTING <\/td>\n<\/tr>\n
276<\/td>\nSECTION 1911A EXISTING CONCRETE STRUCTURES <\/td>\n<\/tr>\n
278<\/td>\nCALIFORNIA BUILDING CODE \u2013 MATRIX ADOPTION TABLE CHAPTER 20 \u2013 ALUMINUM <\/td>\n<\/tr>\n
280<\/td>\nCHAPTER 20 ALUMINUM
SECTION 2001 GENERAL
SECTION 2002 MATERIALS
SECTION 2003 TESTING AND INSPECTION <\/td>\n<\/tr>\n
282<\/td>\nCALIFORNIA BUILDING CODE \u2013 MATRIX ADOPTION TABLE CHAPTER 21 \u2013 MASONRY <\/td>\n<\/tr>\n
284<\/td>\nCHAPTER 21 MASONRY
SECTION 2101 GENERAL
SECTION 2102 NOTATIONS <\/td>\n<\/tr>\n
285<\/td>\nSECTION 2103 MASONRY CONSTRUCTION MATERIALS
TABLE 2103.2.3 CERAMIC TILE MORTAR COMPOSITIONS <\/td>\n<\/tr>\n
286<\/td>\nSECTION 2104 CONSTRUCTION
SECTION 2105 QUALITY ASSURANCE <\/td>\n<\/tr>\n
287<\/td>\nSECTION 2106 SEISMIC DESIGN <\/td>\n<\/tr>\n
288<\/td>\nSECTION 2107 ALLOWABLE STRESS DESIGN
EQUATION 21-1 <\/td>\n<\/tr>\n
289<\/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
290<\/td>\nEQUATION 21-2
TABLE 2109.2.3.1 ALLOWABLE SHEAR ON BOLTS IN ADOBE MASONRY <\/td>\n<\/tr>\n
291<\/td>\nSECTION 2110 GLASS UNIT MASONRY
SECTION 2111 MASONRY FIREPLACES <\/td>\n<\/tr>\n
293<\/td>\nFIGURE 2111.12 ILLUSTRATION OF EXCEPTION TO FIREPLACE CLEARANCE PROVISION
SECTION 2112 MASONRY HEATERS <\/td>\n<\/tr>\n
294<\/td>\nSECTION 2113 MASONRY CHIMNEYS <\/td>\n<\/tr>\n
297<\/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
298<\/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
301<\/td>\nTABLE 2115.10.1 MINIMUM THICKNESS OF MASONRY WALLS <\/td>\n<\/tr>\n
302<\/td>\nCALIFORNIA BUILDING CODE \u2013 MATRIX ADOPTION TABLE CHAPTER 21A \u2013 MASONRY <\/td>\n<\/tr>\n
304<\/td>\nCHAPTER 21A MASONRY
SECTION 2101A GENERAL
SECTION 2102A NOTATIONS
SECTION 2103A MASONRY CONSTRUCTION MATERIALS <\/td>\n<\/tr>\n
305<\/td>\nTABLE 2103A.2.3 CERAMIC TILE MORTAR COMPOSITIONS
SECTION 2104A CONSTRUCTION <\/td>\n<\/tr>\n
308<\/td>\nSECTION 2105A QUALITY ASSURANCE <\/td>\n<\/tr>\n
309<\/td>\nSECTION 2106A SEISMIC DESIGN <\/td>\n<\/tr>\n
310<\/td>\nSECTION 2107A ALLOWABLE STRESS DESIGN
EQUATION 21A-1
TABLE 2107A.4 MINIMUM THICKNESS OF MASONRY WALLS <\/td>\n<\/tr>\n
311<\/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
313<\/td>\nFIGURE 2111A.12 ILLUSTRATION OF EXCEPTION TO FIREPLACE CLEARANCE PROVISION <\/td>\n<\/tr>\n
314<\/td>\nSECTION 2112A MASONRY HEATERS
SECTION 2113A MASONRY CHIMNEYS <\/td>\n<\/tr>\n
317<\/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
318<\/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
319<\/td>\nTABLE 2114A.4 GROSS CROSS-SECTIONAL AREA ALLOWABLE STRESS FOR DRY-STACK MASONRY <\/td>\n<\/tr>\n
320<\/td>\nCALIFORNIA BUILDING CODE \u2013 MATRIX ADOPTION TABLE CHAPTER 22 \u2013 STEEL <\/td>\n<\/tr>\n
322<\/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
323<\/td>\nSECTION 2205 STRUCTURAL STEEL <\/td>\n<\/tr>\n
324<\/td>\nSECTION 2206 COMPOSITE STRUCTURAL STEEL AND CONCRETE STRUCTURES
SECTION 2207 STEEL JOISTS <\/td>\n<\/tr>\n
325<\/td>\nSECTION 2208 STEEL CABLE STRUCTURES
SECTION 2209 STEEL STORAGE RACKS
SECTION 2210 COLD-FORMED STEEL <\/td>\n<\/tr>\n
326<\/td>\nSECTION 2211 COLD-FORMED STEEL LIGHT-FRAME CONSTRUCTION <\/td>\n<\/tr>\n
327<\/td>\nSECTION 2212 ADDITIONAL REQUIREMENTS FOR COMMUNITY COLLEGES [DSA-SS\/CC] <\/td>\n<\/tr>\n
328<\/td>\nSECTION 2213 TESTING AND FIELD VERIFICATION [OSHPD 1R, 2 & 5] <\/td>\n<\/tr>\n
330<\/td>\nCALIFORNIA BUILDING CODE \u2013 MATRIX ADOPTION TABLE CHAPTER 22A \u2013 STEEL <\/td>\n<\/tr>\n
332<\/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
333<\/td>\nSECTION 2205A STRUCTURAL STEEL <\/td>\n<\/tr>\n
335<\/td>\nSECTION 2206A COMPOSITE STRUCTURAL STEEL AND CONCRETE STRUCTURES
SECTION 2207A STEEL JOISTS <\/td>\n<\/tr>\n
336<\/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
337<\/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
338<\/td>\nSECTION 2213A TESTING AND FIELD VERIFICATION <\/td>\n<\/tr>\n
340<\/td>\nCALIFORNIA BUILDING CODE \u2013 MATRIX ADOPTION TABLE CHAPTER 23 \u2013 WOOD <\/td>\n<\/tr>\n
342<\/td>\nCHAPTER 23 WOOD
SECTION 2301 GENERAL <\/td>\n<\/tr>\n
343<\/td>\nSECTION 2302 DESIGN REQUIREMENTS
SECTION 2303 MINIMUM STANDARDS AND QUALITY <\/td>\n<\/tr>\n
347<\/td>\nSECTION 2304 GENERAL CONSTRUCTION REQUIREMENTS <\/td>\n<\/tr>\n
348<\/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
349<\/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
350<\/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
351<\/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
352<\/td>\nTABLE 2304.9.3.2 FASTENING SCHEDULE FOR MECHANICALLY LAMINATED DECKING USING LAMINATIONS OF 2-INCH NOMINAL THICKNESS <\/td>\n<\/tr>\n
354<\/td>\nTABLE 2304.10.1 FASTENING SCHEDULE <\/td>\n<\/tr>\n
355<\/td>\nTABLE 2304.10.1\u2014continued FASTENING SCHEDULE <\/td>\n<\/tr>\n
356<\/td>\nTABLE 2304.10.1\u2014continued FASTENING SCHEDULE <\/td>\n<\/tr>\n
357<\/td>\nTABLE 2304.10.1\u2014continued FASTENING SCHEDULE <\/td>\n<\/tr>\n
358<\/td>\nTABLE 2304.10.1\u2014continued FASTENING SCHEDULE <\/td>\n<\/tr>\n
359<\/td>\nTABLE 2304.11 MINIMUM DIMENSIONS OF HEAVY TIMBER STRUCTURAL MEMBERS <\/td>\n<\/tr>\n
362<\/td>\nSECTION 2305 GENERAL DESIGN REQUIREMENTS FOR LATERAL FORCE-RESISTING SYSTEMS
EQUATION 23-1
EQUATION 23-2
TABLE 2305.2(1) en VALUES (inches) FOR USE IN CALCULATING DIAPHRAGM AND SHEAR WALL DEFLECTION DUE TO FASTENER SLIP (Structural I)a, c <\/td>\n<\/tr>\n
363<\/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
364<\/td>\nTABLE 2306.1.4 ALLOWABLE LOADS FOR LUMBER DECKING <\/td>\n<\/tr>\n
365<\/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
366<\/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
367<\/td>\nTABLE 2306.2(2)\u2014continued ALLOWABLE SHEAR VALUES (POUNDS PER FOOT) FOR WOOD STRUCTURAL PANEL BLOCKED DIAPHRAGMS UTILIZING MULTIPLE ROWS OF STAPLES (HIGH-LOAD DIAPHRAGMS) WITH FRAMING OF DOUGLAS FIR-LARCH OR SOUTHERN PINE FOR WIND OR SEISMIC LOADING <\/td>\n<\/tr>\n
368<\/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
369<\/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
370<\/td>\nTABLE 2308.2.1 ALLOWABLE STORY HEIGHT <\/td>\n<\/tr>\n
372<\/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
373<\/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
374<\/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
375<\/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
376<\/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
377<\/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
378<\/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
379<\/td>\nFIGURE 2308.4.4.1(1) OPENINGS IN FLOOR AND ROOF DIAPHRAGMS <\/td>\n<\/tr>\n
380<\/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
381<\/td>\nTABLE 2308.5.1 SIZE, HEIGHT AND SPACING OF WOOD STUDS <\/td>\n<\/tr>\n
382<\/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
383<\/td>\nTABLE 2308.5.11 MINIMUM THICKNESS OF WALL SHEATHING <\/td>\n<\/tr>\n
384<\/td>\nFIGURE 2308.6.1 BASIC COMPONENTS OF THE LATERAL BRACING SYSTEM <\/td>\n<\/tr>\n
385<\/td>\nTABLE 2308.6.1a WALL BRACING REQUIREMENTS <\/td>\n<\/tr>\n
386<\/td>\nTABLE 2308.6.3(1) BRACING METHODS <\/td>\n<\/tr>\n
387<\/td>\nTABLE 2308.6.3(1)\u2014continued BRACING METHODS
TABLE 2308.6.3(2) EXPOSED PLYWOOD PANEL SIDING <\/td>\n<\/tr>\n
388<\/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
389<\/td>\nFIGURE 2308.6.5.1 ALTERNATE BRACED WALL PANEL (ABW) <\/td>\n<\/tr>\n
390<\/td>\nFIGURE 2308.6.5.2 PORTAL FRAME WITH HOLD-DOWNS (PFH) <\/td>\n<\/tr>\n
391<\/td>\nFIGURE 2308.6.7.2(1) BRACED WALL LINE TOP PLATE CONNECTION <\/td>\n<\/tr>\n
392<\/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
393<\/td>\nFIGURE 2308.6.8.2(2) ROOF EXTENSION IN SDC D OR E BEYOND BRACED WALL LINE <\/td>\n<\/tr>\n
394<\/td>\nFIGURE 2308.6.8.3 STEPPED FOOTING CONNECTION DETAILS <\/td>\n<\/tr>\n
396<\/td>\nSECTION 2309 WOOD FRAME CONSTRUCTION MANUAL <\/td>\n<\/tr>\n
397<\/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
398<\/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
399<\/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
400<\/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
401<\/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
402<\/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
403<\/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
404<\/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
405<\/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
406<\/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
407<\/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
408<\/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
409<\/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
410<\/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
411<\/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
412<\/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
413<\/td>\nTABLE 2308.7.3.1 RAFTER TIE CONNECTIONS <\/td>\n<\/tr>\n
414<\/td>\nTABLE 2308.7.5 REQUIRED RATING OF APPROVED UPLIFT CONNECTORS (pounds) <\/td>\n<\/tr>\n
415<\/td>\nTABLE 2308.7.12 ALLOWABLE SPANS FOR 2-INCH TONGUE-AND-GROOVE DECKING <\/td>\n<\/tr>\n
416<\/td>\nTABLE 2308.7.12\u2014continued ALLOWABLE SPANS FOR 2-INCH TONGUE-AND-GROOVE DECKING <\/td>\n<\/tr>\n
418<\/td>\nCALIFORNIA BUILDING CODE \u2013 MATRIX ADOPTION TABLE CHAPTER 24 \u2013 GLASS AND GLAZING <\/td>\n<\/tr>\n
420<\/td>\nCHAPTER 24 GLASS AND GLAZING
SECTION 2401 GENERAL
SECTION 2402 GLAZING REPLACEMENT
SECTION 2403 GENERAL REQUIREMENTS FOR GLASS <\/td>\n<\/tr>\n
421<\/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
422<\/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
423<\/td>\nEQUATION 24-12
SECTION 2405 SLOPED GLAZING AND SKYLIGHTS <\/td>\n<\/tr>\n
424<\/td>\nEQUATION 24-13
EQUATION 24-14
EQUATION 24-15
SECTION 2406 SAFETY GLAZING <\/td>\n<\/tr>\n
425<\/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
426<\/td>\nSECTION 2407 GLASS IN HANDRAILS AND GUARDS
SECTION 2408 GLAZING IN ATHLETIC FACILITIES <\/td>\n<\/tr>\n
427<\/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
429<\/td>\nSECTION 2411 [OSHPD 1, 1R, 2, 4 & 5] THERMAL BARRIERS IN ALUMINUM MULLION SYSTEMS <\/td>\n<\/tr>\n
432<\/td>\nCALIFORNIA BUILDING CODE \u2013 MATRIX ADOPTION TABLE CHAPTER 25 \u2013 GYPSUM BOARD, GYPSUM PANEL PRODUCTS AND PLASTER <\/td>\n<\/tr>\n
434<\/td>\nCHAPTER 25 GYPSUM BOARD, GYPSUM PANEL PRODUCTS AND PLASTER
SECTION 2501 GENERAL
SECTION 2502 PERFORMANCE
SECTION 2503 INSPECTION <\/td>\n<\/tr>\n
435<\/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
436<\/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
437<\/td>\nSECTION 2509 SHOWERS AND WATER CLOSETS <\/td>\n<\/tr>\n
438<\/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
439<\/td>\nSECTION 2511 INTERIOR PLASTER
TABLE 2511.1.1 INSTALLATION OF PLASTER CONSTRUCTION
SECTION 2512 EXTERIOR PLASTER <\/td>\n<\/tr>\n
440<\/td>\nTABLE 2512.6 CEMENT PLASTERS
SECTION 2513 EXPOSED AGGREGATE PLASTER
SECTION 2514 REINFORCED GYPSUM CONCRETE <\/td>\n<\/tr>\n
442<\/td>\nCALIFORNIA BUILDING CODE \u2013 MATRIX ADOPTION TABLE CHAPTER 26 \u2013 PLASTIC <\/td>\n<\/tr>\n
444<\/td>\nCHAPTER 26 PLASTIC
SECTION 2601 GENERAL
SECTION 2602 FINISH AND TRIM
SECTION 2603 FOAM PLASTIC INSULATION <\/td>\n<\/tr>\n
448<\/td>\nFIGURE 2603.8 TERMITE INFESTATION PROBABILITY MAP <\/td>\n<\/tr>\n
449<\/td>\nTABLE 2603.12.1 CLADDING MINIMUM FASTENING REQUIREMENTS FOR DIRECT ATTACHMENT OVER FOAM PLASTIC SHEATHING TO SUPPORT CLADDING WEIGHTa <\/td>\n<\/tr>\n
450<\/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
451<\/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
452<\/td>\nSECTION 2605 PLASTIC VENEER
SECTION 2606 LIGHT-TRANSMITTING PLASTICS <\/td>\n<\/tr>\n
453<\/td>\nSECTION 2607 LIGHT-TRANSMITTING PLASTIC WALL PANELS <\/td>\n<\/tr>\n
454<\/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
455<\/td>\nTABLE 2609.4 AREA LIMITATIONS FOR LIGHT-TRANSMITTING PLASTIC ROOF PANELS
SECTION 2610 LIGHT-TRANSMITTING PLASTIC SKYLIGHT GLAZING <\/td>\n<\/tr>\n
456<\/td>\nSECTION 2611 LIGHT-TRANSMITTING PLASTIC INTERIOR SIGNS
SECTION 2612 PLASTIC COMPOSITES
SECTION 2613 FIBER-REINFORCED POLYMER <\/td>\n<\/tr>\n
457<\/td>\nSECTION 2614 REFLECTIVE PLASTIC CORE INSULATION <\/td>\n<\/tr>\n
458<\/td>\nCALIFORNIA BUILDING CODE \u2013 MATRIX ADOPTION TABLE CHAPTER 27 \u2013 ELECTRICAL <\/td>\n<\/tr>\n
460<\/td>\nCHAPTER 27 ELECTRICAL
SECTION 2701 GENERAL
SECTION 2702 EMERGENCY AND STANDBY POWER SYSTEMS <\/td>\n<\/tr>\n
462<\/td>\nCALIFORNIA BUILDING CODE \u2013 MATRIX ADOPTION TABLE CHAPTER 28 \u2013 MECHANICAL SYSTEMS <\/td>\n<\/tr>\n
464<\/td>\nCHAPTER 28 MECHANICAL SYSTEMS
SECTION 2801 GENERAL <\/td>\n<\/tr>\n
466<\/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
467<\/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
468<\/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
470<\/td>\nCALIFORNIA BUILDING CODE \u2013 MATRIX ADOPTION TABLE CHAPTER 30 \u2013 ELEVATORS AND CONVEYING SYSTEMS <\/td>\n<\/tr>\n
472<\/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
474<\/td>\nSECTION 3003 EMERGENCY OPERATIONS
SECTION 3004 CONVEYING SYSTEMS <\/td>\n<\/tr>\n
475<\/td>\nSECTION 3005 MACHINE ROOMS
SECTION 3006 ELEVATOR LOBBIES AND HOISTWAY OPENING PROTECTION <\/td>\n<\/tr>\n
476<\/td>\nSECTION 3007 FIRE SERVICE ACCESS ELEVATOR <\/td>\n<\/tr>\n
477<\/td>\nFIGURE 3007.6.5 FIRE SERVICE ACCESS ELEVATOR SYMBOL
SECTION 3008 OCCUPANT EVACUATION ELEVATORS <\/td>\n<\/tr>\n
479<\/td>\nSECTION 3009 SPECIAL REQUIREMENTS FOR ELEVATORS IN HOSPITALS <\/td>\n<\/tr>\n
480<\/td>\nCALIFORNIA BUILDING CODE \u2013 MATRIX ADOPTION TABLE CHAPTER 31\u2013 SPECIAL CONSTRUCTION <\/td>\n<\/tr>\n
482<\/td>\nCHAPTER 31 SPECIAL CONSTRUCTION
SECTION 3101 GENERAL
SECTION 3102 MEMBRANE STRUCTURES <\/td>\n<\/tr>\n
483<\/td>\nSECTION 3103 TEMPORARY STRUCTURES
SECTION 3104 PEDESTRIAN WALKWAYS AND TUNNELS <\/td>\n<\/tr>\n
485<\/td>\nSECTION 3105 AWNINGS AND CANOPIES
SECTION 3106 MARQUEES
SECTION 3107 SIGNS <\/td>\n<\/tr>\n
486<\/td>\nSECTION 3108 TELECOMMUNICATION AND BROADCAST TOWERS
SECTION 3109 SWIMMING POOLS, SPAS AND HOT TUBS <\/td>\n<\/tr>\n
488<\/td>\nSECTION 3110 AUTOMATIC VEHICULAR GATES
SECTION 3111 SOLAR ENERGY SYSTEMS <\/td>\n<\/tr>\n
489<\/td>\nSECTION 3112 PATIO COVERS
SECTION 3113 RELOCATABLE BUILDINGS <\/td>\n<\/tr>\n
492<\/td>\nCHAPTER 31A SYSTEMS FOR WINDOW CLEANING OR EXTERIOR BUILDING MAINTENANCE <\/td>\n<\/tr>\n
494<\/td>\nCALIFORNIA BUILDING CODE \u2013 MATRIX ADOPTION TABLE CHAPTER 31B \u2013 PUBLIC POOLS <\/td>\n<\/tr>\n
496<\/td>\nCHAPTER 31B [DPH] PUBLIC POOLS
DIVISION 1 – GENERAL
SECTION 3101B SCOPE
SECTION 3102B DEFINITIONS <\/td>\n<\/tr>\n
497<\/td>\nPLAN REVIEW, PERMITS, CONSTRUCTION AND FIELD INSPECTIONS
SECTION 3103B PLAN REVIEW <\/td>\n<\/tr>\n
498<\/td>\nSECTION 3104B CONSTRUCTION
SECTION 3105B PLAN COMPLIANCE INSPECTIONS
POOL STRUCTURE
SECTION 3106B SPECIAL REQUIREMENTS FOR SPRAY GROUNDS <\/td>\n<\/tr>\n
499<\/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
500<\/td>\nSECTION 3111B STEPS, RECESSED STEPS, LADDERS AND STAIRS <\/td>\n<\/tr>\n
501<\/td>\nSECTION 3112B HANDHOLDS
SECTION 3113B DIVING BOARDS AND PLATFORMS
SECTION 3114B POOL DECKS
SECTION 3115B POOL LIGHTING <\/td>\n<\/tr>\n
502<\/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
503<\/td>\nSECTION 3120B REQUIRED SIGNS <\/td>\n<\/tr>\n
504<\/td>\nSECTION 3121B INDOOR POOL VENTILATION
SECTION 3122B POOL EQUIPMENT ENCLOSURE
SECTION 3123B GENERAL REQUIREMENTS
SECTION 3124B TURNOVER TIME <\/td>\n<\/tr>\n
505<\/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
506<\/td>\nSECTION 3131B HIGH-RATE SAND FILTERS
SECTION 3132B CARTRIDGE FILTERS
SECTION 3133B CHEMICAL FEEDERS
SECTION 3134B DISINFECTANT FEEDERS <\/td>\n<\/tr>\n
507<\/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
508<\/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
509<\/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
510<\/td>\nSECTION 3135B GAS CHLORINATION EQUIPMENT ROOM
SECTION 3136B POOL SKIMMING SYSTEMS <\/td>\n<\/tr>\n
511<\/td>\nSECTION 3137B POOL FITTINGS
SECTION 3138B SPA POOL SPECIAL REQUIREMENTS
SECTION 3139B SOLAR HEATING INSTALLATIONS
SECTION 3140B CLEANING SYSTEMS <\/td>\n<\/tr>\n
512<\/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
513<\/td>\nSECTION 3161B WADING POOLS
SECTION 3162B ANTI-ENTRAPMENT DEVICES AND SYSTEMS <\/td>\n<\/tr>\n
516<\/td>\nFIGURE 31B-4 PERPENDICULAR FENCING DIMENSIONS ON SLOPING GROUND
FIGURE 31B-5 EFFECTIVE FENCING HEIGHT <\/td>\n<\/tr>\n
517<\/td>\nFIGURE 31B-6 DEPTHS AND DIMENSIONS FOR SPA POOLS <\/td>\n<\/tr>\n
518<\/td>\nTABLE 31B-6
FIGURE 31B-7 STAIR AND HANDRAIL DIMENSIONS <\/td>\n<\/tr>\n
519<\/td>\nTABLE 31B-7
FIGURE 31B-8 DEPTH MARKER LOCATIONS <\/td>\n<\/tr>\n
520<\/td>\nCALIFORNIA BUILDING CODE \u2013 MATRIX ADOPTION TABLE CHAPTER 31C \u2013 RADIATION <\/td>\n<\/tr>\n
522<\/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
524<\/td>\nCALIFORNIA BUILDING CODE \u2013 MATRIX ADOPTION TABLE CHAPTER 31D \u2013 FOOD ESTABLISHMENTS <\/td>\n<\/tr>\n
526<\/td>\nCHAPTER 31D [DPH] FOOD ESTABLISHMENTS
SECTION 3101D SCOPE
SECTION 3102D DEFINITIONS
SECTION 3103D BUILDINGS AND STRUCTURES <\/td>\n<\/tr>\n
528<\/td>\nCHAPTER 31E RESERVED <\/td>\n<\/tr>\n
530<\/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
532<\/td>\nCHAPTER 31F [SLC] MARINE OIL TERMINALS
DIVISION I
SECTION 3101F [SLC] INTRODUCTION <\/td>\n<\/tr>\n
533<\/td>\nEQUATION 1-1
TABLE 31F-1-1 MOT OIL SPILL EXPOSURE CLASSIFICATION <\/td>\n<\/tr>\n
535<\/td>\nDIVISION 2
SECTION 3102F AUDIT AND INSPECTION
TABLE 31F-2-1 MAXIMUM INTERVAL BETWEEN UNDERWATER INSPECTIONS (YEARS) <\/td>\n<\/tr>\n
538<\/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
541<\/td>\nTABLE 31F-2-4 ASSESSMENT RATINGS
TABLE 31F-2-5 COMPONENT DEFICIENCY REMEDIAL ACTION PRIORITIES (RAP) <\/td>\n<\/tr>\n
542<\/td>\nTABLE 31F-2-6 FOLLOW-UP ACTIONS [2.2] <\/td>\n<\/tr>\n
545<\/td>\nTABLE 31F-2-7A
TABLE 31F-2-7B <\/td>\n<\/tr>\n
546<\/td>\nTABLE 31F-2-7C <\/td>\n<\/tr>\n
547<\/td>\nTABLE 31F-2-8
TABLE 31F-2-9 POST-EVENT RATINGS AND REMEDIAL ACTIONS [2.2] <\/td>\n<\/tr>\n
548<\/td>\nFIGURE 31F-2-1 <\/td>\n<\/tr>\n
549<\/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
550<\/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
551<\/td>\nTABLE 31F-3-3 VALUES OF Fa
TABLE 31F-3-4 VALUES OF Fv <\/td>\n<\/tr>\n
552<\/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
553<\/td>\nEQUATION 3-11
EQUATION 3-12
EQUATION 3-13 <\/td>\n<\/tr>\n
554<\/td>\nFIGURE 31F-3-1 WIND SPEED CONVERSION FACTOR [3.5]
EQUATION 3-14 <\/td>\n<\/tr>\n
555<\/td>\nFIGURE 31F-3-2 CURRENT VELOCITY CORRECTION FACTOR (p. 23 [3.6] <\/td>\n<\/tr>\n
556<\/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
557<\/td>\nEQUATION 3-19
EQUATION 3-20
TABLE 31F-3-7 BERTHING VELOCITY Vn (NORMAL TO BERTH)1 <\/td>\n<\/tr>\n
558<\/td>\nTABLE 31F-3-8 SITE CONDITIONS
TABLE 31F-3-9 BERTHING ANGLE <\/td>\n<\/tr>\n
559<\/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
562<\/td>\nDIVISION 4
SECTION 3104F SEISMIC ANALYSIS AND STRUCTURAL PERFORMANCE
FIGURE 31F-4-1 DEFINITION OF IRREGULAR MOT <\/td>\n<\/tr>\n
563<\/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
564<\/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
565<\/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
566<\/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
567<\/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
568<\/td>\nEQUATION 4-22 <\/td>\n<\/tr>\n
569<\/td>\nEQUATION 4-23 <\/td>\n<\/tr>\n
570<\/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
571<\/td>\nEQUATION 4-26 <\/td>\n<\/tr>\n
573<\/td>\nDIVISION 5
SECTION 3105F MOORING AND BERTHING ANALYSIS AND DESIGN
FIGURE 31F-5-1 TYPICAL PIER AND WHARF CONFIGURATIONS <\/td>\n<\/tr>\n
574<\/td>\nFIGURE 31F-5-2 HORIZONTAL LINE ANGLES [5.4]
FIGURE 31F-5-3 VERTICAL LINE ANGLES [5.4] <\/td>\n<\/tr>\n
575<\/td>\nEQUATION 5-1
FIGURE 31F-5-4 PASSING VESSEL <\/td>\n<\/tr>\n
576<\/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
577<\/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
579<\/td>\nDIVISION 6
SECTION 3106F GEOTECHNICAL HAZARDS AND FOUNDATIONS
TABLE 31F-6-1 SITE CLASSES <\/td>\n<\/tr>\n
581<\/td>\nFIGURE 31F-6-1 AXIAL SOIL SPRINGS [6.8] <\/td>\n<\/tr>\n
582<\/td>\nFIGURE 31F-6-2 SLIDING LAYER MODEL [6.8] <\/td>\n<\/tr>\n
584<\/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
585<\/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
586<\/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
587<\/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
588<\/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
589<\/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
590<\/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
591<\/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
592<\/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
593<\/td>\nEQUATION 7-33
EQUATION 7-34
FIGURE 31F-7-14 PUSHOVER CURVE FOR ORDINARY BATTER PILES <\/td>\n<\/tr>\n
595<\/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
599<\/td>\nDIVISION 8
SECTION 3108F FIRE PREVENTION, DETECTION AND SUPPRESSION <\/td>\n<\/tr>\n
600<\/td>\nTABLE 31F-8-1 CARGO LIQUID VOLATILITY RATINGS
TABLE 31F-8-2 FIRE HAZARD CLASSIFICATIONS <\/td>\n<\/tr>\n
601<\/td>\nTABLE 31F-8-3 MINIMUM FIRE SUPPRESSION PROVISIONS (N\/E) <\/td>\n<\/tr>\n
603<\/td>\nDIVISION 9
SECTION 3109F PIPING AND PIPELINES <\/td>\n<\/tr>\n
604<\/td>\nTABLE 31F-9-1 COEFFICIENTS OF STATIC FRICTION <\/td>\n<\/tr>\n
606<\/td>\nDIVISION 10
SECTION 3110F MECHANICAL AND ELECTRICAL EQUIPMENT <\/td>\n<\/tr>\n
609<\/td>\nDIVISION 11
SECTION 3111F ELECTRICAL SYSTEMS <\/td>\n<\/tr>\n
612<\/td>\nDIVISION 12
SECTION 3112F REQUIREMENTS SPECIFIC TO MARINE TERMINALS THAT TRANSFER LNG <\/td>\n<\/tr>\n
614<\/td>\nCALIFORNIA BUILDING CODE \u2013 MATRIX ADOPTION TABLE CHAPTER 32 \u2013 ENCROACHMENTS INTO THE PUBLIC RIGHT-OF-WAY <\/td>\n<\/tr>\n
616<\/td>\nCHAPTER 32 ENCROACHMENTS INTO THE PUBLIC RIGHT-OF-WAY
SECTION 3201 GENERAL
SECTION 3202 ENCROACHMENTS <\/td>\n<\/tr>\n
618<\/td>\nCALIFORNIA BUILDING CODE \u2013 MATRIX ADOPTION TABLE CHAPTER 33 \u2013 SAFEGUARDS DURING CONSTRUCTION <\/td>\n<\/tr>\n
620<\/td>\nCHAPTER 33 SAFEGUARDS DURING CONSTRUCTION
SECTION 3301 GENERAL
SECTION 3302 CONSTRUCTION SAFEGUARDS
SECTION 3303 DEMOLITION
SECTION 3304 SITE WORK <\/td>\n<\/tr>\n
621<\/td>\nSECTION 3305 SANITARY
SECTION 3306 PROTECTION OF PEDESTRIANS
TABLE 3306.1 PROTECTION OF PEDESTRIANS <\/td>\n<\/tr>\n
622<\/td>\nSECTION 3307 PROTECTION OF ADJOINING PROPERTY <\/td>\n<\/tr>\n
623<\/td>\nSECTION 3308 TEMPORARY USE OF STREETS, ALLEYS AND PUBLIC PROPERTY
SECTION 3309 FIRE EXTINGUISHERS <\/td>\n<\/tr>\n
624<\/td>\nSECTION 3310 MEANS OF EGRESS
SECTION 3311 STANDPIPES
SECTION 3312 AUTOMATIC SPRINKLER SYSTEM
SECTION 3313 WATER SUPPLY FOR FIRE PROTECTION
SECTION 3314 FIRE WATCH DURING CONSTRUCTON <\/td>\n<\/tr>\n
626<\/td>\nCHAPTER 34 RESERVED <\/td>\n<\/tr>\n
628<\/td>\nCALIFORNIA BUILDING CODE \u2013 MATRIX ADOPTION TABLE CHAPTER 35 \u2013 REFERENCED STANDARDS <\/td>\n<\/tr>\n
629<\/td>\nCALIFORNIA BUILDING CODE \u2013 MATRIX ADOPTION TABLE CHAPTER 35 \u2013 REFERENCED STANDARDS\u2014continued <\/td>\n<\/tr>\n
630<\/td>\nCALIFORNIA BUILDING CODE \u2013 MATRIX ADOPTION TABLE CHAPTER 35 \u2013 REFERENCED STANDARDS\u2014continued <\/td>\n<\/tr>\n
631<\/td>\nCALIFORNIA BUILDING CODE \u2013 MATRIX ADOPTION TABLE CHAPTER 35 \u2013 REFERENCED STANDARDS\u2014continued <\/td>\n<\/tr>\n
632<\/td>\nCHAPTER 35 REFERENCED STANDARDS
AA
AAMA
ACI <\/td>\n<\/tr>\n
633<\/td>\nAISC
AISI
ALI <\/td>\n<\/tr>\n
634<\/td>\nAMCA
ANSI <\/td>\n<\/tr>\n
635<\/td>\nAPA
ASABE <\/td>\n<\/tr>\n
636<\/td>\nASCE\/SEI
ASME <\/td>\n<\/tr>\n
637<\/td>\nASSE
ASTM <\/td>\n<\/tr>\n
649<\/td>\nAWC
AWCI <\/td>\n<\/tr>\n
650<\/td>\nAWPA
AWS
BHMA
CEN <\/td>\n<\/tr>\n
651<\/td>\nCPA
CPSC
CSA
CSSB <\/td>\n<\/tr>\n
652<\/td>\nDASMA
DOC
DOL
DOTn
FEMA <\/td>\n<\/tr>\n
653<\/td>\nFM
GA
HPVA
ICC <\/td>\n<\/tr>\n
654<\/td>\nISO <\/td>\n<\/tr>\n
655<\/td>\nMHI
NAAMM
NCMA
NFPA <\/td>\n<\/tr>\n
668<\/td>\nPCI <\/td>\n<\/tr>\n
669<\/td>\nPTI
RMI
SBCA
SDI
SFM <\/td>\n<\/tr>\n
670<\/td>\nSJI
SPRI
SRCC
TIA <\/td>\n<\/tr>\n
671<\/td>\nTMS
TPI
UBC
UL <\/td>\n<\/tr>\n
674<\/td>\nULC <\/td>\n<\/tr>\n
675<\/td>\nUSC
WCLIB
WDMA
WRI <\/td>\n<\/tr>\n
676<\/td>\nCHAPTER 61 SPECIAL HAZARD AREAS
SECTION 6101 IMPACT HAZARD GLAZING IN EXISTING BUILDINGS
SECTION 6102 RUBBISH ROOMS
SECTION 6103 SHAFTS, PITS AND SIMILAR EXCAVATION \u2013 MISDEMEANOR
SECTION 6104 FIRE DISTRICTS
SECTION 6105 SEPARATION FROM OIL WELLS <\/td>\n<\/tr>\n
677<\/td>\nSECTION 6109 SWIMMING POOLS AND OTHER BODIES OF WATER \u2013 PROTECTIVE DEVICES REQUIRED <\/td>\n<\/tr>\n
678<\/td>\nCHAPTER 62 SIGNS
SECTION 6201 GENERAL PROVISIONS <\/td>\n<\/tr>\n
679<\/td>\nSECTION 6202 DEFINITIONS
SECTION 6203 LOCATION <\/td>\n<\/tr>\n
680<\/td>\nSECTION 6204 IDENTIFICATION
SECTION 6205 DESIGN AND CONSTRUCTION <\/td>\n<\/tr>\n
681<\/td>\nSECTION 6206 ELECTRICAL
SECTION 6207 COMBUSTIBLE MATERIALS
SECTION 6208 ANIMATED DEVICES
SECTION 6209 GROUND SIGNS
SECTION 6210 ROOF SIGNS <\/td>\n<\/tr>\n
682<\/td>\nSECTION 6211 WALL SIGNS
SECTION 6212 PROJECTING SIGNS
SECTION 6213 MARQUEE SIGNS <\/td>\n<\/tr>\n
683<\/td>\nSECTION 6214 PORTABLE SIGNS
SECTION 6215 REFERENCED STANDARDS
SECTION 6216 EXISTING SIGNS
TABLE 4-A SIZE, THICKNESS AND TYPE OF GLASS PANELS IN SIGNS
TABLE 4-B THICKNESS OF PROJECTION SIGN <\/td>\n<\/tr>\n
684<\/td>\nCHAPTER 63 ADDITIONAL PROVISIONS FOR SPECIFIC USES
SECTION 6301 GENERAL
SECTION 6302 FOOD ESTABLISHMENT <\/td>\n<\/tr>\n
685<\/td>\nSECTION 6303 SERVICE STATIONS
SECTION 6304 RESIDENTIAL USES
SECTION 6305 PARKING GARAGES SERVING RESIDENTIAL USES
SECTION 6306 ANTI-GRAFFITI FINISH TO EXTERIOR WALLS <\/td>\n<\/tr>\n
686<\/td>\nSECTION 6307 SHOWER AND LOCKER FACILITIES <\/td>\n<\/tr>\n
688<\/td>\nCHAPTER 67 SECURITY PROVISIONS
SECTION 6701 PURPOSE
SECTION 6702 GENERAL
SECTION 6703 LIMITATIONS
SECTION 6704 ALTERNATIVE SECURITY PROVISIONS
SECTION 6705 DEFINITIONS <\/td>\n<\/tr>\n
689<\/td>\nSECTION 6706 ENTRY VISION
SECTION 6707 APPURTENANT ACCESS
SECTION 6708 DOORS \u2013 GENERAL
SECTION 6709 SWINGING DOORS <\/td>\n<\/tr>\n
690<\/td>\nSECTION 6710 SLIDING GLASS DOORS
SECTION 6711 OVERHEAD AND SLIDING DOORS
SECTION 6712 METAL ACCORDION-GRATE OR GRILLE-TYPE DOORS
SECTION 6713 GLAZED OPENING \u2013 GENERAL
SECTION 6714 GLAZING
SECTION 6715 WINDOWS <\/td>\n<\/tr>\n
691<\/td>\nSECTION 6716 OPENINGS OTHER THAN DOORS OR GLAZED OPENINGS
SECTION 6717 TESTS \u2013 GENERAL <\/td>\n<\/tr>\n
692<\/td>\nCHAPTER 70 GRADING, EXCAVATIONS AND FILLS
SECTION 7001 PURPOSE
SECTION 7002 SCOPE
SECTION 7003 DEFINITIONS <\/td>\n<\/tr>\n
693<\/td>\nSECTION 7004 GRADING DESIGNATION
SECTION 7005 GENERAL REQUIREMENTS <\/td>\n<\/tr>\n
694<\/td>\nSECTION 7006 CONDITIONS PRECEDENT TO ISSUING A GRADING PERMIT <\/td>\n<\/tr>\n
698<\/td>\nSECTION 7007 SAFETY PRECAUTIONS DURING GRADING
SECTION 7008 PROFESSIONAL INSPECTION AND CERTIFICATION FOR ENGINEERED GRADING <\/td>\n<\/tr>\n
699<\/td>\nSECTION 7009 PROFESSIONAL INSPECTION FOR REGULAR GRADING
SECTION 7010 EXCAVATIONS <\/td>\n<\/tr>\n
700<\/td>\nSECTION 7011 FILLS <\/td>\n<\/tr>\n
701<\/td>\nSECTION 7012 PLANTING AND IRRIGATION OF CUT AND FILL SLOPES IN HILLSIDE AREAS <\/td>\n<\/tr>\n
702<\/td>\nSECTION 7013 EROSION CONTROL AND DRAINAGE DEVICES <\/td>\n<\/tr>\n
703<\/td>\nSECTION 7014 CONSTRUCTION REQUIREMENTS AND LIMITATIONS
SECTION 7015 BUTTRESS FILLS <\/td>\n<\/tr>\n
704<\/td>\nSECTION 7016 AREAS SUBJECTED TO SLIDES AND UNSTABLE SOIL <\/td>\n<\/tr>\n
705<\/td>\nFIGURE NO. A-13372 BASIC GRID MAP <\/td>\n<\/tr>\n
706<\/td>\nFIGURE A INTERCEPTOR TERRACE
FIGURE B DIVERTER TERRACE
\nFor top of cut slopes\/ or fill slopes
FIGURE C BERM DETAIL <\/td>\n<\/tr>\n
707<\/td>\nFIGURE D 20-FOOT HORIZONTAL BENCH
FIGURE E <\/td>\n<\/tr>\n
708<\/td>\nFIGURE F DRAINAGE DISPERSAL WALL <\/td>\n<\/tr>\n
709<\/td>\nFIGURE PLAN VIEW INLET STRUCTURE
FIGURE G PLAN VIEW OUTLET STRUCTURE <\/td>\n<\/tr>\n
710<\/td>\nFIGURE SECTION A-A
FIGURE SECTION B-B
FIGURE SECTION C-C
FIGURE SECTION D-D
FIGURE GRATING FASTENING DETAIL H <\/td>\n<\/tr>\n
711<\/td>\nFIGURE SECTION Y-Y INLET STRUCTURE <\/td>\n<\/tr>\n
712<\/td>\nCHAPTER 71 METHANE SEEPAGE REGULATIONS
SECTION 7101 PURPOSE
SECTION 7102 DEFINITIONS <\/td>\n<\/tr>\n
713<\/td>\nSECTION 7103 GENERAL METHANE MITIGATION REQUIREMENTS
SECTION 7104 GENERAL METHANE REQUIREMENTS <\/td>\n<\/tr>\n
715<\/td>\nSECTION 7105 EXISTING BUILDINGS
SECTION 7106 TESTING, MAINTENANCE AND SERVICE OF GAS-DETECTION AND MECHANICAL VENTILATION SYSTEMS
SECTION 7107 EMERGENCY PROCEDURES
SECTION 7108 APPLICATION OF METHANE SEEPAGE REGULATIONS TO LOCATIONS OR AREAS OUTSIDE THE METHANE ZONE AND METHANE BUFFER ZONE BOUNDARIES
SECTION 7109 ADDITIONAL REMEDIAL MEASURES <\/td>\n<\/tr>\n
716<\/td>\nTABLE 71 MINIMUM METHANE MITIGATION REQUIREMENTS <\/td>\n<\/tr>\n
718<\/td>\nCHAPTER 72 FIRE DISTRICT REGULATIONS
SECTION 7200 PURPOSE
SECTION 7201 GENERAL <\/td>\n<\/tr>\n
720<\/td>\nSECTION 7202 ADDITIONS TO BUILDINGS
SECTION 7203 GENERAL REQUIREMENTS
SECTION 7204 SPECIAL REQUIREMENTS FOR FIRE DISTRICT NUMBER 1 <\/td>\n<\/tr>\n
721<\/td>\nSECTION 7205 PROVISIONAL STRUCTURES
SECTION 7206 SPECIAL REQUIREMENTS FOR FIRE DISTRICT NUMBER 2
SECTION 7207 SPECIAL REQUIREMENTS FOR THE VERY HIGH FIRE HAZARD SEVERITY ZONE
SECTION 7208 PROHIBITED VEHICLES <\/td>\n<\/tr>\n
722<\/td>\nCHAPTER 81 MAINTENANCE OF EXISTING BUILDINGS AND STRUCTURES
SECTION 8101 GENERAL PROVISIONS
SECTION 8102 ENFORCEMENT
SECTION 8103 EXISTING BUILDING RIGHTS
SECTION 8104 BASIC MAINTENANCE AND REPAIR OF EXISTING BUILDINGS AND PREMISES <\/td>\n<\/tr>\n
723<\/td>\nSECTION 8105 ILLEGAL BUILDINGS, CONSTRUCTION AND USE <\/td>\n<\/tr>\n
724<\/td>\nSECTION 8106 FIRE DISTRICT REQUIREMENTS
SECTION 8107 RESERVED
SECTION 8108 NUISANCES, HAZARDOUS BUILDINGS AND SUBSTANDARD RESIDENTIAL BUILDINGS <\/td>\n<\/tr>\n
725<\/td>\nSECTION 8109 RELOCATED BUILDINGS
SECTION 8110 UNREINFORCED MASONRY BEARING WALL BUILDINGS
SECTION 8111 RESIDENTIAL HEATING
SECTION 8112 RESIDENTIAL PLUMBING
SECTION 8113 ROD BRACING SYSTEMS
SECTION 8114 PARAPETS AND APPENDAGES
SECTION 8115 SANDBLASTING <\/td>\n<\/tr>\n
726<\/td>\nSECTION 8116 SPECIAL PROVISIONS FOR LIGHT-HOUSEKEEPING ROOMS
SECTION 8117 FIRE WATCH
SECTION 8118 POOL WATER CLARITY <\/td>\n<\/tr>\n
727<\/td>\nSECTION 8119 HISTORICAL BUILDINGS AND STRUCTURES <\/td>\n<\/tr>\n
730<\/td>\nCHAPTER 82 CHANGE OF OCCUPANCY, USE AND RATING CLASSIFICATION
SECTION 8201 GENERAL
SECTION 8202 CHANGE OF RATING CLASSIFICATION
SECTION 8203 CHANGE OF OCCUPANCY GROUP OR GROUP DIVISION
SECTION 8204 CHANGE OF USE
SECTION 8205 CERTIFICATE OF BUILDING COMPLIANCE
TABLE 82-A CERTIFICATE OF BUILDING COMPLIANCE INSPECTION FEE <\/td>\n<\/tr>\n
732<\/td>\nCHAPTER 83 RELOCATION PERMIT
SECTION 8301 GENERAL APPLICATION
SECTION 8302 PERMITS REQUIRED \u2013 GENERAL CONSIDERATIONS
SECTION 8303 PERMIT APPLICATION \u2013 PLANS AND SPECIFICATIONS <\/td>\n<\/tr>\n
733<\/td>\nSECTION 8304 SPECIAL CONDITIONS UNDER WHICH A PERMIT WILL NOT BE ISSUED
SECTION 8305 GUARANTEE OF COMPLETION REQUIRED <\/td>\n<\/tr>\n
734<\/td>\nSECTION 8306 TERMS OF PERMIT
SECTION 8307 DEFAULT IN PERFORMANCE OF CONDITIONS OR TERMS OF PERMITS \u2013 FAILURE TO COMPLETE
SECTION 8308 PERMIT FEES <\/td>\n<\/tr>\n
735<\/td>\nTABLE-A BASIC RELOCATION APPLICATION FEE SCHEDULE
SECTION 8309 ENTRY UPON PREMISES <\/td>\n<\/tr>\n
736<\/td>\nCHAPTER 85 ALTERNATIVE BUILDING STANDARDS FOR JOINT LIVING AND WORK QUARTERS
SECTION 8501 GENERAL <\/td>\n<\/tr>\n
737<\/td>\nSECTION 8502 ALTERNATIVE STANDARDS <\/td>\n<\/tr>\n
742<\/td>\nCHAPTER 86 SPECIAL PROVISIONS FOR EXISTING BUILDINGS
SECTION 8601 GENERAL
SECTION 8602 GROUP E OCCUPANCIES <\/td>\n<\/tr>\n
743<\/td>\nSECTION 8603 FIRE PROTECTION \u2013 WARNING SYSTEM
SECTION 8604 FIRE SAFETY STANDARDS <\/td>\n<\/tr>\n
748<\/td>\nSECTION 8605 EMERGENCY HOMELESS SHELTERS <\/td>\n<\/tr>\n
749<\/td>\nSECTION 8606 EMERGENCY LIGHTING STANDARDS FOR EXISTING RESIDENTIAL BUILDINGS, GROUP R, DIVISION 1 OCCUPANCIES <\/td>\n<\/tr>\n
750<\/td>\nSECTION 8607 TENANT SAFETY FOR APARTMENT HOUSES, EXCEPT FOR RESIDENTIAL CONDOMINIUMS <\/td>\n<\/tr>\n
752<\/td>\nCHAPTER 88 EARTHQUAKE HAZARD REDUCTION IN EXISTING BUILDINGS
SECTION 8801 PURPOSE
SECTION 8802 SCOPE
SECTION 8803 DEFINITIONS
SECTION 8804 RATING CLASSIFICATIONS <\/td>\n<\/tr>\n
753<\/td>\nSECTION 8805 GENERAL REQUIREMENTS
SECTION 8806 ADMINISTRATION <\/td>\n<\/tr>\n
754<\/td>\nSECTION 8807 HISTORICAL BUILDINGS
SECTION 8808 ANALYSIS AND DESIGN
FORMULA 8-1
FORMULA 8-2 <\/td>\n<\/tr>\n
755<\/td>\nSECTION 8809 MATERIALS OF CONSTRUCTION <\/td>\n<\/tr>\n
757<\/td>\nSECTION 8810 INFORMATION REQUIRED ON PLANS <\/td>\n<\/tr>\n
758<\/td>\nSECTION 8811 DESIGN CHECK \u2013 COMPATIBILITY OF ROOF DIAPHRAGM STIFFNESS TO UNREINFORCED MASONRY WALL OUT-OF-PLANE STABILITY <\/td>\n<\/tr>\n
759<\/td>\nFORMULA 11-3
FORMULA 11-4
SECTION 8812 VIOLATIONS
SECTION 8813 SPECIAL REQUIREMENTS FOR VACANT BUILDINGS <\/td>\n<\/tr>\n
760<\/td>\nFIGURE 88 DEMAND-CAPACITY RATIO, 0.33 Wd \/(2vuD) OR 0.33 Wd \/ (2vuD + ?Vc)
\nACCEPTABLE SPAN FOR DIAPHRAGMS
\n(BASED ON DISPLACEMENT CONTROL CONCEPTS) <\/td>\n<\/tr>\n
761<\/td>\nTABLE 88-A RATING CLASSIFICATIONS
TABLE 88-B TIME LIMITS FOR COMPLIANCE
TABLE 88-C SERVICE PROVISIONS AND EXTENDED TIME PROVISIONS**
TABLE 88-D HORIZONTAL FORCE FACTORS BASED ON RATING CLASSIFICATION
TABLE 88-E HORIZONTAL FORCE FACTORS \u201cIS\u201d FOR PARTS OR PORTIONS OF STRUCTURES <\/td>\n<\/tr>\n
762<\/td>\nTABLE 88-F HORIZONTAL FORCE FACTOR \u201cCP\u201d FOR PARTS OR PORTIONS OF BUILDINGS OR OTHER STRUCTURES1
TABLE 88-G ALLOWABLE VALUE OF HEIGHT-TO-THICKNESS RATIO OF UNREINFORCED MASONRY WALLS WITH MINIMUM QUALITY MORTAR1, 2 <\/td>\n<\/tr>\n
763<\/td>\nTABLE 88-H VALUES FOR EXISTING MATERIALS
TABLE 88-I ALLOWABLE VALUES OF NEW MATERIALS USED IN CONJUNCTION WITH EXISTING CONSTRUCTION <\/td>\n<\/tr>\n
764<\/td>\nTABLE 88-J ALLOWABLE SHEAR STRESS FOR TESTED UNREINFORCED MASONRY WALLS
TABLE 88-K VALUES FOR EXISTING MATERIALS
TABLE 88-L ALLOWABLE VALUES OF NEW MATERIALS USED IN CONJUNCTION WITH EXISTING CONSTRUCTION
TABLE 88-M ALLOWABLE SHEAR ON BOLTS <\/td>\n<\/tr>\n
766<\/td>\nCHAPTER 89 ABATEMENT OF BUILDINGS, STRUCTURES, PREMISES AND PORTIONS THEREOF WHICH CONSTITUTE A NUISANCE OR ARE HAZARDOUS, OR SUBSTANDARD
SECTION 8901 GENERAL
SECTION 8902 DEFINITIONS <\/td>\n<\/tr>\n
769<\/td>\nSECTION 8903 ABATEMENT PROCEDURES <\/td>\n<\/tr>\n
772<\/td>\nSECTION 8904 SPECIAL PROVISIONS FOR VACANT PROPERTY GRAFFITI REMOVAL <\/td>\n<\/tr>\n
774<\/td>\nSECTION 8905 SPECIAL PROVISIONS FOR VACATING, BARRICADING, REMOVING OR DEMOLISHING BUILDINGS OR STRUCTURES WITHOUT NOTICE
SECTION 8906 PAYMENT AND RECOVERY OF REPAIR AND DEMOLITION FUNDS <\/td>\n<\/tr>\n
775<\/td>\nSECTION 8907 ABATEMENT OF PUBLIC NUISANCE CONDITIONS RELATED TO A DECLARED LOCAL EMERGENCY <\/td>\n<\/tr>\n
776<\/td>\nSECTION 8908 SPECIAL PROVISIONS FOR THE REPAIR OF WELDED STEEL MOMENT FRAME BUILDINGS LOCATED IN HIGH EARTHQUAKE DAMAGED AREAS <\/td>\n<\/tr>\n
778<\/td>\nCHAPTER 91 EARTHQUAKE HAZARD REDUCTION IN EXISTING TILT-UP CONCRETE WALL BUILDINGS
SECTION 9101 PURPOSE
SECTION 9102 SCOPE
SECTION 9103 DEFINITIONS
SECTION 9104 RATING CLASSIFICATIONS
SECTION 9105 GENERAL REQUIREMENTS <\/td>\n<\/tr>\n
779<\/td>\nSECTION 9106 ADMINISTRATION
SECTION 9107 HISTORICAL BUILDINGS
SECTION 9108 ANALYSIS AND DESIGN <\/td>\n<\/tr>\n
781<\/td>\nSECTION 9109 MATERIALS OF CONSTRUCTION
SECTION 9110 INFORMATION REQUIRED ON PLANS
SECTION 9111 REQUIRED BUILDING MAINTENANCE
SECTION 9112 VIOLATIONS \u2013 PENALTIES FOR DISREGARDING DEPARTMENT ORDERS <\/td>\n<\/tr>\n
782<\/td>\nTABLE 91-A RATING CLASSIFICATIONS
TABLE 91-B TIME LIMITS FOR COMPLIANCE
TABLE 91-C SERVICE PRIORITIES <\/td>\n<\/tr>\n
784<\/td>\nCHAPTER 92 VOLUNTARY\u2013EARTHQUAKE HAZARD REDUCTION IN EXISTING WOOD FRAME RESIDENTIAL BUILDINGS WITH WEAK CRIPPLE WALLS AND UNBOLTED SILL PLATES
SECTION 9201 GENERAL
FORMULA 92-1
SECTION 9202 DEFINITIONS <\/td>\n<\/tr>\n
785<\/td>\nSECTION 9203 STRUCTURAL WEAKNESSES
SECTION 9204 STRENGTHENING REQUIREMENTS <\/td>\n<\/tr>\n
788<\/td>\nTABLE 92-A SILL PLATE ANCHORAGE AND CRIPPLE WALL BRACING1,2,3
SECTION 9205 QUALITY CONTROL <\/td>\n<\/tr>\n
790<\/td>\nCHAPTER 93 MANDATORY EARTHQUAKE HAZARD REDUCTION IN EXISTING WOOD-FRAME BUILDINGS WITH SOFT, WEAK OR OPEN-FRONT WALLS
SECTION 9301 PURPOSE
SECTION 9302 SCOPE
SECTION 9303 DEFINITIONS <\/td>\n<\/tr>\n
791<\/td>\nSECTION 9304 PRIORITY DESIGNATIONS
SECTION 9305 COMPLIANCE REQUIREMENTS
SECTION 9306 ADMINISTRATION <\/td>\n<\/tr>\n
792<\/td>\nSECTION 9307 OCCUPANT AND TENANT ADVISORY
SECTION 9308 HISTORICAL BULDINGS
SECTION 9309 ENGINEERING ANALYSIS <\/td>\n<\/tr>\n
793<\/td>\nSECTION 9310 INFORMATION REQUIRED ON PLANS
SECTION 9311 VIOLATION\/PENALTY
SECTION 9312 SEVERABILITY <\/td>\n<\/tr>\n
794<\/td>\nCHAPTER 94 VOLUNTARY\u2013EARTHQUAKE HAZARD REDUCTION IN EXISTING HILLSIDE BUILDINGS
SECTION 9401 PURPOSE
SECTION 9402 SCOPE
SECTION 9403 DEFINITIONS
SECTION 9404 GENERAL REQUIREMENTS <\/td>\n<\/tr>\n
795<\/td>\nSECTION 9405 PRE-DESIGN INVESTIGATION
SECTION 9406 ANALYSIS AND DESIGN <\/td>\n<\/tr>\n
798<\/td>\nTABLE 94-A VALUES FOR EXISTING MATERIALS
SECTION 9407 HISTORICAL BUILDINGS
SECTION 9408 QUALITY CONTROL
SECTION 9409 INFORMATION REQUIRED ON PLANS <\/td>\n<\/tr>\n
800<\/td>\nCHAPTER 95 MANDATORY EARTHQUAKE HAZARD REDUCTION IN EXISTING NON-DUCTILE CONCRETE BUILDINGS
SECTION 9501 PURPOSE
SECTION 9502 SCOPE
SECTION 9503 DEFINITIONS
SECTION 9504 COMPLIANCE REQUIREMENTS <\/td>\n<\/tr>\n
801<\/td>\nSECTION 9505 ADMINISTRATION
SECTION 9506 OCCUPANT AND TENANT ADVISORY <\/td>\n<\/tr>\n
802<\/td>\nSECTION 9507 HISTORICAL BUILDINGS
SECTION 9508 ENGINEERING ANALYSIS
SECTION 9509 INFORMATION REQUIRED ON PLANS
SECTION 9510 VIOLATION\/PENALTY
SECTION 9511 SEVERABILITY <\/td>\n<\/tr>\n
804<\/td>\nCHAPTER 96 VOLUNTARY\u2013EARTHQUAKE HAZARD REDUCTION IN EXISTING REINFORCED CONCRETE AND REINFORCED MASONRY WALL BUILDINGS WITH FLEXIBLE DIAPHRAGMS
SECTION 9601 PURPOSE
SECTION 9602 SCOPE
SECTION 9603 DEFINITIONS
SECTION 9604 ANALYSIS AND DESIGN <\/td>\n<\/tr>\n
806<\/td>\nSECTION 9605 MATERIALS OF CONSTRUCTION
SECTION 9606 INFORMATION REQUIRED ON PLANS <\/td>\n<\/tr>\n
808<\/td>\nCHAPTER 97 EXISTING BUILDINGS ENERGY AND WATER EFFICIENCY PROGRAM
SECTION 9701 TITLE
SECTION 9702 PURPOSE
SECTION 9703 SCOPE
SECTION 9704 DEFINITIONS <\/td>\n<\/tr>\n
809<\/td>\nSECTION 9705 BENCHMARKING AND SELF-REPORTING OF ENERGY AND WATER CONSUMPTION INFORMATION <\/td>\n<\/tr>\n
810<\/td>\nSECTION 9706 ENERGY AND WATER AUDITS AND RETRO-COMMISSIONING <\/td>\n<\/tr>\n
812<\/td>\nSECTION 9707 RECORD MAINTENANCE
SECTION 9708 SCHEDULE FOR COMPLIANCE
TABLE 9708.2 <\/td>\n<\/tr>\n
813<\/td>\nSECTION 9709 NONCOMPLIANCE FEE
SECTION 9710 SUBMITTAL FEES
SECTION 9711 BUILDING AND SAFETY DEVELOPMENT SURCHARGE
SECTION 9712 SEVERABILITY <\/td>\n<\/tr>\n
814<\/td>\nEXCERPTS FROM RELATED LOS ANGELES CITY CODES LOS ANGELES MUNICIPAL CODE
SECTION 28.10 BALLOON-USE FOR ADVERTISING
SECTION 28.11 CAPTIVE BALLOONS AND SIMILAR DEVICES <\/td>\n<\/tr>\n
816<\/td>\nDIVISION A \u2014 MISCELLANEOUS
SECTION 96.02 EXCAVATING, DEPOSITING, DUMPING \u2013 EARTH, SAND, GRAVEL, ETC. \u2013 WHERE PROHIBITED
SECTION 96.05 DECLARING CERTAIN AREA SUBJECT TO INUNDATION AND PROHIBITING CONSTRUCTION OF CERTAIN BUILDINGS THEREIN <\/td>\n<\/tr>\n
818<\/td>\nDIVISION C \u2014 FABRICATOR APPROVALS
SECTION 96.200 STATEMENT OF PURPOSE
SECTION 96.201 DEFINITIONS
SECTION 96.203 SCOPE AND EFFECT OF APPROVALS
SECTION 96.204 ISSUANCE OF APPROVALS \u2013 PROCEDURES <\/td>\n<\/tr>\n
820<\/td>\nSECTION 96.205 SUSPENSION AND REVOCATION OF APPROVALS <\/td>\n<\/tr>\n
822<\/td>\nDIVISION D \u2014 REPORT OF RESIDENTIAL PROPERTY RECORDS AND PENDING AND RECORDED LIENS
SECTION 96.300 INTENT
SECTION 96.301 DEFINITIONS
SECTION 96.302 REPORTS REQUIRED
SECTION 96.303 APPLICATION <\/td>\n<\/tr>\n
823<\/td>\nSECTION 96.304 CONTENTS OF REPORTS <\/td>\n<\/tr>\n
824<\/td>\nSECTION 96.305 FEE FOR REPORTS
SECTION 96.306 EFFECTIVE PERIOD OF REPORT
SECTION 96.307 DELIVERY OF THE REPORT
SECTION 96.308 EXCEPTIONS <\/td>\n<\/tr>\n
825<\/td>\nSECTION 96.309 NON-COMPLIANCE NOT TO INVALIDATE SALE OR EXCHANGE: EXCEPTION
SECTION 96.309.1 INFORMATION FURNISHED AS GROUND FOR RESCISSION <\/td>\n<\/tr>\n
826<\/td>\nCHAPTER IX
ARTICLE 8 GENERAL ADMINISTRATIVE PROVISIONS
SECTION 98.0103 DEFINITIONS
SECTION 98.0105 INSPECTIONS <\/td>\n<\/tr>\n
827<\/td>\nSECTION 98.0109 EXPRESS PERMITS <\/td>\n<\/tr>\n
828<\/td>\nDIVISION 4 \u2013 APPEALS AND REQUEST FOR SLIGHT MODIFICATION APPEAL FEES \u2013 AVAILABILITY OF RECORDS FOR INSPECTION \u2013 BOARD RELATED SERVICES \u2013 INVESTIGATION \u2013 POWERS OF DEPARTMENT AND BOARD AND PENALTIES
SECTION 98.0402 CODE ENFORCEMENT COSTS INCURRED: INVESTIGATION COSTS, FEES AND FINES
SECTION 98.0403.1 POWERS OF THE DEPARTMENT AND THE BOARD <\/td>\n<\/tr>\n
831<\/td>\nSECTION 98.0403.2 PROCEDURES FOR APPEALS TO THE DEPARTMENT AND TO THE BOARD
SECTION 98.0404 EXTRA TERRITORIAL INSPECTIONS <\/td>\n<\/tr>\n
832<\/td>\nTABLE NO. 4-A FILING FEES* FOR APPEALS
TABLE NO. 4-B FILING FEES* FOR APPEALS GRADING AND SOIL REQUIREMENTS
SECTION 98.0405 CHARGES FOR PRINTED MATERIALS AND MISCELLANEOUS TYPE SERVICES
TABLE NO. 4-C CHARGES FOR PRINTED MATERIALS
SECTION 98.0406 INSPECTION FEES FOR OFF HOURS INSPECTION
SECTION 98.0407 SPECIAL ENFORCEMENT PROCEDURE FEES
SECTION 98.0408 ISSUANCE OF CITATIONS BY DESIGNATED EMPLOYEES <\/td>\n<\/tr>\n
833<\/td>\nSECTION 98.0410 SURCHARGE FOR ONE-STOP PERMIT CENTER
SECTION 98.0411 NONCOMPLIANCE FEES <\/td>\n<\/tr>\n
834<\/td>\nSECTION 98.0412 INSPECTION FEES
SECTION 98.0414 CERTIFICATION FEES
TABLE NO. 4D NONCOMPLIANCE INSPECTION FEES
SECTION 98.0415 CLERICAL, ISSUING OR RESEARCH FEES AND MISCELLANEOUS FEES <\/td>\n<\/tr>\n
835<\/td>\nSECTION 98.0416 BUILDING AND SAFETY SYSTEMS DEVELOPMENT SURCHARGE
SECTION 98.0417 PROCESSING FEES FOR MISCELLANEOUS CERTIFICATES OF COMPLIANCE
SECTION 98.0418 SURCHARGE FOR DEVELOPMENT OF AUTOMATED SYSTEMS FOR THE DEPARTMENT OF CITY PLANNING
SECTION 98.0420 REFUNDS OF DEPARTMENT FEES
SECTION 98.0421 CODE VIOLATION INSPECTION FEE <\/td>\n<\/tr>\n
836<\/td>\nSECTION 98.0422 FEES FOR OFF HOURS PLAN CHECK AND OTHER SERVICES <\/td>\n<\/tr>\n
838<\/td>\nDIVISION 5 \u2014 TESTING PROCEDURES, REGULATIONS AND ADMINISTRATION
SECTION 98.0501 ALTERNATE MATERIALS, DEVICES AND METHODS OF CONSTRUCTION <\/td>\n<\/tr>\n
839<\/td>\nTABLE NO. 5-A FEE SCHEDULE <\/td>\n<\/tr>\n
840<\/td>\nSECTION 98.0502 APPLIANCES, FIXTURES AND EQUIPMENT <\/td>\n<\/tr>\n
841<\/td>\n1. MECHANICAL TESTING LABORATORY FEES <\/td>\n<\/tr>\n
842<\/td>\n2. ELECTRICAL TESTING LABORATORY FEES <\/td>\n<\/tr>\n
844<\/td>\nSECTION 98.0503 TESTING AGENCIES <\/td>\n<\/tr>\n
845<\/td>\nSECTION 98.0504 ENVIRONMENTAL REPORTS <\/td>\n<\/tr>\n
846<\/td>\nDIVISION 6 \u2014 EXPIRATION AND REVOCATION OF PERMITS, PLAN CHECK AND SLIGHT MODIFICATIONS AND ALTERNATIVES
SECTION 98.0601 PURPOSE
SECTION 98.0602 EXPIRATION OF PERMITS <\/td>\n<\/tr>\n
847<\/td>\nSECTION 98.0603 EXPIRATION OF PLAN CHECK
SECTION 98.0604 EXPIRATION OF SLIGHT MODIFICATIONS AND ALTERNATIVES
SECTION 98.0605 TIME LIMITS OF REQUESTS FOR EXTENSION <\/td>\n<\/tr>\n
848<\/td>\nDIVISION 7 \u2014 ABATEMENT OF VACANT BUILDINGS
SECTION 98.0701 DECLARATION OF PURPOSE
SECTION 98.0702 DEFINITIONS
SECTION 98.0703 ENFORCEMENT AUTHORITY
SECTION 98.0704 ENFORCEMENT REMEDIES
SECTION 98.0705 STRICT LIABILITY OFFENSES
SECTION 98.0706 DUTY TO CLEAN, FENCE AND BARRICADE
SECTION 98.0707 ADMINISTRATIVE ABATEMENT PROCEDURES FOR VACANT AND UNSECURED STRUCTURES <\/td>\n<\/tr>\n
849<\/td>\nSECTION 98.0708 STANDARDS FOR FENCING AND BARRICADING A VACANT STRUCTURE
SECTION 98.0709 ENTRY OR INTERFERENCE WITH NOTICE PROHIBITED
SECTION 98.0710 CONTINUOUS ABATEMENT AUTHORITY
SECTION 98.0711 ABATEMENT COST
SECTION 98.0712 CONTINUOUS PUBLIC NUISANCES
SECTION 98.0713 DUTY TO FILE A STATEMENT OF INTENT <\/td>\n<\/tr>\n
850<\/td>\nSECTION 98.0714 POSTING NAME OF RESPONSIBLE PERSON
SECTION 98.0715 REINSPECTION FEE
SECTION 98.0716 VACANT STRUCTURE PENALTY
SECTION 98.0717 PROCEDURES FOR BARRICADED AND VACANT STRUCTURE PENALTY <\/td>\n<\/tr>\n
851<\/td>\nSECTION 98.0718 APPEAL OF BARRICADED AND VACANT STRUCTURE PENALTY
SECTION 98.0719 ADMINISTRATIVE ENFORCEMENT HEARING
SECTION 98.0720 FAILURE TO PAY PENALTIES
SECTION 98.0721 ALLOCATION OF VACANT BUILDING PENALTY <\/td>\n<\/tr>\n
852<\/td>\nCHAPTER XI
ARTICLE 1 NOISE REGULATION
SECTION 111.00 DECLARATION OF POLICY
SECTION 111.01 DEFINITIONS
SECTION 111.02 SOUND LEVEL MEASUREMENT PROCEDURE AND CRITERIA <\/td>\n<\/tr>\n
853<\/td>\nTABLE I OCTAVE BAND NOISE VALUES CORRESPONDING TO SOUND LEVEL\u201dA\u201d VALUES
TABLE II SOUND LEVEL\u201dA\u201d DECIBELS
SECTION 111.03 MINIMUM AMBIENT NOISE LEVEL
SECTION 111.04 VIOLATIONS: ADDITIONAL REMEDIES, INJUNCTIONS <\/td>\n<\/tr>\n
854<\/td>\nSECTION 111.05 ENFORCEMENT, CITATIONS
ARTICLE 2 SPECIAL NOISE SOURCES
SECTION 112.01 RADIOS, TELEVISION SETS, AND SIMILAR DEVICES
SECTION 112.02 AIR CONDITIONING, REFRIGERATION, HEATING, PUMPING, FILTERING EQUIPMENT
SECTION 112.03 CONSTRUCTION NOISE
SECTION 112.04 POWERED EQUIPMENT INTENDED FOR REPETITIVE USE IN RESIDENTIAL AREAS AND OTHER MACHINERY, EQUIPMENT, AND DEVICES <\/td>\n<\/tr>\n
855<\/td>\nSECTION 112.05 MAXIMUM NOISE LEVEL OF POWERED EQUIPMENT OR POWERED HAND TOOLS
SECTION 112.06 PLACES OF PUBLIC ENTERTAINMENT
ARTICLE 6 GENERAL NOISE
SECTION 116.01 LOUD, UNNECESSARY AND UNUSUAL NOISE <\/td>\n<\/tr>\n
856<\/td>\nLOS ANGELES ADMINISTRATIVE CODE
DIVISION 19, CHAPTER 10 PROCEDURE FOR THE REMOVAL OF ILLEGAL SIGNS
SECTION 19.100 DEFINITIONS
SECTION 19.101 ILLEGAL SIGNS \u2013 NUISANCE
SECTION 19.102 ENTRY UPON VACANT PRIVATE PROPERTY
SECTION 19.103 INTERFERENCE PROHIBITED
SECTION 19.104 NOTICE OF ILLEGAL SIGNS
SECTION 19.105 REMOVAL OF ILLEGAL SIGN
SECTION 19.106 COLLECTION OF COSTS <\/td>\n<\/tr>\n
858<\/td>\nINDEX <\/td>\n<\/tr>\n
900<\/td>\nHISTORY NOTE APPENDIX <\/td>\n<\/tr>\n
902<\/td>\nICC’S DIGITAL CODES LIBRARY <\/td>\n<\/tr>\n
903<\/td>\nLADBS ACCEPTS ICC EVALUATION REPORTS CONTAINING LABC AND LARC SUPPLEMENTS <\/td>\n<\/tr>\n<\/table>\n","protected":false},"excerpt":{"rendered":"

City 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>\n903<\/td>\n<\/tr>\n<\/tbody>\n<\/table>\n","protected":false},"featured_media":208478,"template":"","meta":{"rank_math_lock_modified_date":false,"ep_exclude_from_search":false},"product_cat":[2720],"product_tag":[],"class_list":{"0":"post-208472","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\/208472","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\/208478"}],"wp:attachment":[{"href":"https:\/\/pdfstandards.shop\/wp-json\/wp\/v2\/media?parent=208472"}],"wp:term":[{"taxonomy":"product_cat","embeddable":true,"href":"https:\/\/pdfstandards.shop\/wp-json\/wp\/v2\/product_cat?post=208472"},{"taxonomy":"product_tag","embeddable":true,"href":"https:\/\/pdfstandards.shop\/wp-json\/wp\/v2\/product_tag?post=208472"}],"curies":[{"name":"wp","href":"https:\/\/api.w.org\/{rel}","templated":true}]}}