{"id":6504,"date":"2024-10-16T18:34:26","date_gmt":"2024-10-16T18:34:26","guid":{"rendered":"https:\/\/pdfstandards.shop\/product\/uncategorized\/ca-buildingcode-vol1-07\/"},"modified":"2024-10-24T10:43:04","modified_gmt":"2024-10-24T10:43:04","slug":"ca-buildingcode-vol1-07","status":"publish","type":"product","link":"https:\/\/pdfstandards.shop\/product\/publishers\/ca\/ca-buildingcode-vol1-07\/","title":{"rendered":"CA BuildingCode Vol1 07"},"content":{"rendered":"

This is a fully integrated code based on the 2006 International Building Code<\/i>. Part 2 now also includes Title 24, Part 8 (California Historical Building Code<\/i>) and Title 24, Part 10 (California Existing Building Code<\/i>). This code comes in a 2 volume set.<\/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
PDF Pages<\/th>\nPDF Title<\/th>\n<\/tr>\n
1<\/td>\n2007 CALIFORNIA BUILDING CODE VOLUME 2 OF 2 <\/td>\n<\/tr>\n
2<\/td>\nCOPYRIGHT \u00a9 2007
\n <\/td>\n<\/tr>\n
3<\/td>\nPREFACE <\/td>\n<\/tr>\n
5<\/td>\nCALIFORNIA CODE OF REGULATIONS, TITLE 24 <\/td>\n<\/tr>\n
7<\/td>\nEFFECTIVE USE OF THE IBC\/CBC <\/td>\n<\/tr>\n
17<\/td>\nHOW TO DISTINGUISH BETWEEN MODEL CODE LANGUAGEAND CALIFORNIA AMENDMENTS <\/td>\n<\/tr>\n
19<\/td>\nCALIFORNIA MATRIX ADOPTION TABLES <\/td>\n<\/tr>\n
21<\/td>\nORDINANCE <\/td>\n<\/tr>\n
23<\/td>\nTABLE OF CONTENTS <\/td>\n<\/tr>\n
35<\/td>\nCALIFORNIA BUILDING CODE \u2013 MATRIX ADOPTION TABLECHAPTER 16 \u2013 STRUCTURAL DESIGN <\/td>\n<\/tr>\n
37<\/td>\nCHAPTER 16 STRUCTURAL DESIGN
SECTION 1601 GENERAL
SECTION 1602 DEFINITIONS AND NOTATIONS <\/td>\n<\/tr>\n
38<\/td>\nSECTION 1603 CONSTRUCTION DOCUMENTS <\/td>\n<\/tr>\n
39<\/td>\nSECTION 1604 GENERAL DESIGN REQUIREMENTS <\/td>\n<\/tr>\n
40<\/td>\nTABLE 1604.3 DEFLECTION LIMITSa, b, c, h, i <\/td>\n<\/tr>\n
41<\/td>\nTABLE 1604.5 OCCUPANCY CATEGORY OF BUILDINGS AND OTHER STRUCTURES <\/td>\n<\/tr>\n
42<\/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
Equation 16-8
Equation 16-9
Equation 16-10
Equation 16-11
Equation 16-12
Equation 16-13
Equation 16-14
Equation 16-15 <\/td>\n<\/tr>\n
43<\/td>\nEquation 16-16
Equation 16-17
Equation 16-18
Equation 16-19
Equation 16-20
Equation 16-21
Equation 16-22
Equation 16-23
SECTION 1606 DEAD LOADS <\/td>\n<\/tr>\n
44<\/td>\nSECTION 1607 LIVE LOADS
TABLE 1607.6 UNIFORM AND CONCENTRATED LOADS <\/td>\n<\/tr>\n
45<\/td>\nTABLE 1607.1 MINIMUM UNIFORMLY DISTRIBUTED LIVE LOADS AND MINIMUM CONCENTRATED LIVE LOADSg <\/td>\n<\/tr>\n
46<\/td>\nTABLE 1607.1\u2014continuedMINIMUM UNIFORMLY DISTRIBUTED LIVE LOADS ANDMINIMUM CONCENTRATED LIVE LOADSg <\/td>\n<\/tr>\n
47<\/td>\nEquation 16-24
TABLE 1607.9.1 LIVE LOAD ELEMENT FACTOR, K
Equation 16-25
Equation 16-26 <\/td>\n<\/tr>\n
48<\/td>\nEquation 16-27
Equation 16-28
Equation 16-29
Equation 16-30
Equation 16-31
Equation 16-32
Equation 16-33 <\/td>\n<\/tr>\n
49<\/td>\nSECTION 1608 SNOW LOADS
SECTION 1609 WIND LOADS
TABLE 1608.2 GROUND SNOW LOADS, pg , FOR ALASKAN LOCATIONS <\/td>\n<\/tr>\n
50<\/td>\nFIGURE 1608.2 GROUND SNOW LOADS, pg, FOR THE UNITED STATES (psf) <\/td>\n<\/tr>\n
51<\/td>\nFIGURE 1608.2\u2013continuedGROUND SNOW LOADS, pg, FOR THE UNITED STATES (psf) <\/td>\n<\/tr>\n
52<\/td>\nFIGURE 1609 BASIC WIND SPEED (3-SECOND GUST) <\/td>\n<\/tr>\n
53<\/td>\nFIGURE 1609\u2014continuedBASIC WIND SPEED (3-SECOND GUST) <\/td>\n<\/tr>\n
54<\/td>\nFIGURE 1609\u2013continuedBASIC WIND SPEED (3-SECOND GUST) <\/td>\n<\/tr>\n
55<\/td>\nFIGURE 1609\u2013continuedBASIC WIND SPEED (3-SECOND GUST) <\/td>\n<\/tr>\n
56<\/td>\nFIGURE 1609\u2013continued BASIC WIND SPEED (3-SECOND GUST) MID AND NORTHERN ATLANTIC HURRICANE COASTLINE <\/td>\n<\/tr>\n
57<\/td>\nTABLE 1609.1.2WIND-BORNE DEBRIS PROTECTION FASTENINGSCHEDULE FOR WOOD STRUCTURAL PANELSa,b,c,d <\/td>\n<\/tr>\n
58<\/td>\nEquation 16-34
TABLE 1609.3.1 EQUIVALENT BASIC WIND SPEEDSa, <\/td>\n<\/tr>\n
59<\/td>\nEquation 16-35
SECTION 1610 SOIL LATERAL LOADS
SECTION 1611 RAIN LOADS
Equation 16-36 <\/td>\n<\/tr>\n
60<\/td>\nTABLE 1610.1 SOIL LATERAL LOAD
SECTION 1612 FLOOD LOADS <\/td>\n<\/tr>\n
62<\/td>\nSECTION 1613 EARTHQUAKE LOADS <\/td>\n<\/tr>\n
63<\/td>\nEquation 16-37
Equation 16-38
TABLE 1613.5.2 SITE CLASS DEFINITIONS <\/td>\n<\/tr>\n
64<\/td>\nEquation 16-39
Equation 16-40
TABLE 1613.5.3(1)VALUES OF SITE COEFFICIENT Faa
TABLE 1613.5.3(2)VALUES OF SITE COEFFICIENT FVa
TABLE 1613.5.5 SITE CLASSIFICATIONa <\/td>\n<\/tr>\n
65<\/td>\nEquation 16-41
Equation 16-42
Equation 16-43
Equation 16-44 <\/td>\n<\/tr>\n
66<\/td>\nTABLE 1613.5.6(1)SEISMIC DESIGN CATEGORY BASED ONSHORT-PERIOD RESPONSE ACCELERATIONS
TABLE 1613.5.6(2)SEISMIC DESIGN CATEGORY BASED ON1-SECOND PERIOD RESPONSE ACCELERATION <\/td>\n<\/tr>\n
67<\/td>\nFIGURE 1613.5(1)MAXIMUM CONSIDERED EARTHQUAKE GROUND MOTION FOR THE CONTERMINOUS UNITED STATES OF0.2 SEC SPECTRAL RESPONSE ACCELERATION (5% OF CRITICAL DAMPING), SITE CLASS B <\/td>\n<\/tr>\n
68<\/td>\nFIGURE 1613.5(1)\u2014continuedMAXIMUM CONSIDERED EARTHQUAKE GROUND MOTION FOR THE CONTERMINOUS UNITED STATES OF0.2 SEC SPECTRAL RESPONSE ACCELERATION (5% OF CRITICAL DAMPING), SITE CLASS B <\/td>\n<\/tr>\n
69<\/td>\nFIGURE 1613.5(2)MAXIMUM CONSIDERED EARTHQUAKE GROUND MOTION FOR THE CONTERMINOUS UNITED STATESOF 1.0 SEC SPECTRAL RESPONSE ACCELERATION (5% OF CRITICAL DAMPING), SITE CLASS B <\/td>\n<\/tr>\n
70<\/td>\nFIGURE 1613.5(2)\u2014continuedMAXIMUM CONSIDERED EARTHQUAKE GROUND MOTION FOR THE CONTERMINOUS UNITED STATESOF 1.0 SEC SPECTRAL RESPONSE ACCELERATION (5% OF CRITICAL DAMPING), SITE CLASS B <\/td>\n<\/tr>\n
71<\/td>\nFIGURE 1613.5(3)MAXIMUM CONSIDERED EARTHQUAKE GROUND MOTION FOR REGION 1 OF0.2 SEC SPECTRAL RESPONSE ACCELERATION (5% OF CRITICAL DAMPING), SITE CLASS B <\/td>\n<\/tr>\n
72<\/td>\nFIGURE 1613.5(3)\u2014continuedMAXIMUM CONSIDERED EARTHQUAKE GROUND MOTION FOR REGION 1 OF0.2 SEC SPECTRAL RESPONSE ACCELERATION (5% OF CRITICAL DAMPING), SITE CLASS B <\/td>\n<\/tr>\n
73<\/td>\nFIGURE 1613.5(4)MAXIMUM CONSIDERED EARTHQUAKE GROUND MOTION FOR REGION 1 OF1.0 SEC SPECTRAL RESPONSE ACCELERATION (5% OF CRITICAL DAMPING), SITE CLASS B <\/td>\n<\/tr>\n
74<\/td>\nFIGURE 1613.5(4)\u2014continuedMAXIMUM CONSIDERED EARTHQUAKE GROUND MOTION FOR REGION 1 OF1.0 SEC SPECTRAL RESPONSE ACCELERATION (5% OF CRITICAL DAMPING), SITE CLASS B <\/td>\n<\/tr>\n
75<\/td>\nFIGURE 1613.5(5)MAXIMUM CONSIDERED EARTHQUAKE GROUND MOTION FOR REGION 2 OF0.2 SEC SPECTRAL RESPONSE ACCELERATION (5% OF CRITICAL DAMPING), SITE CLASS B <\/td>\n<\/tr>\n
76<\/td>\nFIGURE 1613.5(6)MAXIMUM CONSIDERED EARTHQUAKE GROUND MOTION FOR REGION 2 OF1.0 SEC SPECTRAL RESPONSE ACCELERATION (5% OF CRITICAL DAMPING), SITE CLASS B <\/td>\n<\/tr>\n
77<\/td>\nFIGURE 1613.5(7)MAXIMUM CONSIDERED EARTHQUAKE GROUND MOTION FOR REGION 3 OF0.2 SEC SPECTRAL RESPONSE ACCELERATION (5% PERCENT OF CRITICAL DAMPING), SITE CLASS B <\/td>\n<\/tr>\n
78<\/td>\nFIGURE 1613.5(8)MAXIMUM CONSIDERED EARTHQUAKE GROUND MOTION FOR REGION 3 OF1.0 SEC SPECTRAL RESPONSE ACCELERATION (5% OF CRITICAL DAMPING), SITE CLASS B <\/td>\n<\/tr>\n
79<\/td>\nFIGURE 1613.5(9)MAXIMUM CONSIDERED EARTHQUAKE GROUND MOTION FOR REGION 4 OF0.2 AND 1.0 SEC SPECTRAL RESPONSE ACCELERATION (5% OF CRITICAL DAMPING), SITE CLASS B <\/td>\n<\/tr>\n
80<\/td>\nFIGURE 1613.5(10)MAXIMUM CONSIDERED EARTHQUAKE GROUND MOTION FOR HAWAII OF0.2 AND 1.0 SEC SPECTRAL RESPONSE ACCELERATION (5% OF CRITICAL DAMPING), SITE CLASS B <\/td>\n<\/tr>\n
81<\/td>\nFIGURE 1613.5(11)MAXIMUM CONSIDERED EARTHQUAKE GROUND MOTION FOR ALASKA OF0.2 SEC SPECTRAL RESPONSE ACCELERATION (5% OF CRITICAL DAMPING), SITE CLASS B <\/td>\n<\/tr>\n
82<\/td>\nFIGURE 1613.5(12)MAXIMUM CONSIDERED EARTHQUAKE GROUND MOTION FOR ALASKA OF1.0 SEC SPECTRAL RESPONSE ACCELERATION (5% OF CRITICAL DAMPING), SITE CLASS B <\/td>\n<\/tr>\n
83<\/td>\nFIGURE 1613.5(13)MAXIMUM CONSIDERED EARTHQUAKE GROUND MOTION FOR PUERTO RICO, CULEBRA, VIEQUES, ST. THOMAS,ST. JOHN AND ST. CROIX OF 0.2 AND 1.0 SEC SPECTRAL RESPONSE ACCELERATION (5% OF CRITICAL DAMPING), SITE CLASS B <\/td>\n<\/tr>\n
84<\/td>\nFIGURE 1613.5(14)MAXIMUM CONSIDERED EARTHQUAKE GROUND MOTION FOR GUAM AND TUTUILLA OF0.2 AND 1.0 SEC SPECTRAL RESPONSE ACCELERATION (5% OF CRITICAL DAMPING), SITE CLASS B <\/td>\n<\/tr>\n
85<\/td>\nCALIFORNIA BUILDING CODE \u2013 MATRIX ADOPTION TABLECHAPTER 16A \u2013 STRUCTURAL DESIGN <\/td>\n<\/tr>\n
87<\/td>\nCHAPTER 16A STRUCTURAL DESIGN
SECTION 1601A GENERAL
SECTION 1602A DEFINITIONS AND NOTATIONS <\/td>\n<\/tr>\n
89<\/td>\nSECTION 1603A CONSTRUCTION DOCUMENTS <\/td>\n<\/tr>\n
90<\/td>\nSECTION 1604A GENERAL DESIGN REQUIREMENTS
TABLE 1604A.3 DEFLECTION LIMITSa, <\/td>\n<\/tr>\n
92<\/td>\nTABLE 1604A.5 OCCUPANCY CATEGORY OF BUILDINGS AND OTHER STRUCTURES <\/td>\n<\/tr>\n
93<\/td>\nSECTION 1605A LOAD COMBINATIONS
Equation 16A-1
Equation 16A-2
Equation 16A-3
Equation 16 A-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 <\/td>\n<\/tr>\n
94<\/td>\nEquation 16A-16
Equation 16A-17
Equation 16A-18
Equation 16A-19
Equation 16A-20
Equation 16A-21
Equation 16A-22
Equation 16A-23
SECTION 1606A DEAD LOADS
SECTION 1607A LIVE LOADS <\/td>\n<\/tr>\n
95<\/td>\nTABLE 1607A.1 MINIMUM UNIFORMLY DISTRIBUTED LIVE LOADS AND MINIMUM CONCENTRATED LIVE LOADSg <\/td>\n<\/tr>\n
96<\/td>\nTABLE 1607A.1\u2014continuedMINIMUM UNIFORMLY DISTRIBUTED LIVE LOADS ANDMINIMUM CONCENTRATED LIVE LOADSg <\/td>\n<\/tr>\n
97<\/td>\nTABLE 1607A.6 UNIFORM AND CONCENTRATED LOADS <\/td>\n<\/tr>\n
98<\/td>\nEquation 16A-24
TABLE 1607A.9.1LIVE LOAD ELEMENT FACTOR, KLL
Equation 16A-25
Equation 16A-26 <\/td>\n<\/tr>\n
99<\/td>\nEquation 16A-27
Equation 16A-28
Equation 16A-29
Equation 16A-30
Equation 16A-31
Equation 16A-32
Equation 16A-33 <\/td>\n<\/tr>\n
100<\/td>\nSECTION 1608A SNOW LOADS
SECTION 1609A WIND LOADS <\/td>\n<\/tr>\n
101<\/td>\nSECTION 1609A WIND LOADS
FIGURE 1608A.2 GROUND SNOW LOADS, pg, FOR THE UNITED STATES (psf) <\/td>\n<\/tr>\n
102<\/td>\nTABLE 1609A.1.2WIND-BORNE DEBRIS PROTECTION FASTENINGSCHEDULE FOR WOOD STRUCTURAL PANELSa,b,c,d <\/td>\n<\/tr>\n
103<\/td>\nEquation 16A-34
TABLE 1609A.3.1 EQUIVALENT BASIC WIND SPEEDS a, <\/td>\n<\/tr>\n
104<\/td>\nFIGURE 1609A BASIC WIND SPEED (3-SECOND GUST) <\/td>\n<\/tr>\n
105<\/td>\nEquation 16A-35
SECTION 1610A SOIL LATERAL LOADS
SECTION 1611A RAIN LOADS
Equation 16A-36 <\/td>\n<\/tr>\n
106<\/td>\nSECTION 1612A FLOOD LOADS
TABLE 1610A.1 SOIL LATERAL LOAD <\/td>\n<\/tr>\n
108<\/td>\nSECTION 1613A EARTHQUAKE LOADS <\/td>\n<\/tr>\n
109<\/td>\nTABLE 1613A.5.2 SITE CLASS DEFINITIONS <\/td>\n<\/tr>\n
110<\/td>\nEquation 16A-37
Equation 16A-38
Equation 16A-39
Equation 16A-40
TABLE 1613A.5.3(1)VALUES OF SITE COEFFICIENT F
TABLE 1613A.5.3(2)VALUES OF SITE COEFFICIENT F <\/td>\n<\/tr>\n
111<\/td>\nEquation 16A-41
Equation 16A-42
Equation 16A-43
Equation 16A-44
TABLE 1613A.5.5 SITE CLASSIFICATIONa <\/td>\n<\/tr>\n
112<\/td>\nSECTION 1614A MODIFICATIONS TO ASCE 7 <\/td>\n<\/tr>\n
119<\/td>\nCALIFORNIA BUILDING CODE \u2013 MATRIX ADOPTION TABLE CHAPTER 17 \u2013 STRUCTURAL TESTS AND SPECIAL INSPECTIONS <\/td>\n<\/tr>\n
121<\/td>\nCHAPTER 17 STRUCTURAL TESTS AND SPECIAL INSPECTIONS
SECTION 1701 GENERAL
SECTION 1702 DEFINITIONS <\/td>\n<\/tr>\n
122<\/td>\nSECTION 1703 APPROVALS
SECTION 1704 SPECIAL INSPECTIONS <\/td>\n<\/tr>\n
124<\/td>\nTABLE 1704.3 REQUIRED VERIFICATION AND INSPECTION OF STEEL CONSTRUCTION <\/td>\n<\/tr>\n
125<\/td>\nTABLE 1704.4 REQUIRED VERIFICATION AND INSPECTION OF CONCRETE CONSTRUCTION <\/td>\n<\/tr>\n
127<\/td>\nTABLE 1704.5.1 LEVEL 1 SPECIAL INSPECTION <\/td>\n<\/tr>\n
128<\/td>\nTABLE 1704.5.3 LEVEL 2 SPECIAL INSPECTION <\/td>\n<\/tr>\n
129<\/td>\nTABLE 1704.7 REQUIRED VERIFICATION AND INSPECTION OF SOILS
TABLE 1704.8 REQUIRED VERIFICATION AND INSPECTION OF PILE FOUNDATIONS TABLE
TABLE 1704.9 REQUIRED VERIFICATION AND INSPECTION OF PIER FOUNDATIONS <\/td>\n<\/tr>\n
131<\/td>\nSECTION 1705 STATEMENT OF SPECIAL INSPECTIONS <\/td>\n<\/tr>\n
132<\/td>\nSECTION 1706 CONTRACTOR RESPONSIBILITY
SECTION 1707 SPECIAL INSPECTIONS FOR SEISMIC RESISTANCE <\/td>\n<\/tr>\n
133<\/td>\nSECTION 1708 STRUCTURAL TESTING FOR SEISMIC RESISTANCE
TABLE 1708.1.2 LEVEL 1 QUALITY ASSURANCE
TABLE 1708.1.4 LEVEL 2 QUALITY ASSURANCE <\/td>\n<\/tr>\n
134<\/td>\nSECTION 1709 STRUCTURAL OBSERVATIONS
SECTION 1710 DESIGN STRENGTHS OF MATERIALS
SECTION 1711 ALTERNATIVE TEST PROCEDURE
SECTION 1712 TEST SAFE LOAD <\/td>\n<\/tr>\n
135<\/td>\nSECTION 1713 IN-SITU LOAD TESTS
SECTION 1714 PRECONSTRUCTION LOAD TESTS <\/td>\n<\/tr>\n
136<\/td>\nSECTION 1715 MATERIAL AND TEST STANDARDS <\/td>\n<\/tr>\n
137<\/td>\nCALIFORNIA BUILDING CODE \u2013 MATRIX ADOPTION TABLECHAPTER 17A \u2013 STRUCTURAL TESTS AND SPECIAL INSPECTIONS <\/td>\n<\/tr>\n
139<\/td>\nCHAPTER 17A STRUCTURAL TESTS AND SPECIAL INSPECTIONS
SECTION 1701A GENERAL
SECTION 1702A DEFINITIONS <\/td>\n<\/tr>\n
140<\/td>\nSECTION 1703A APPROVALS <\/td>\n<\/tr>\n
141<\/td>\nSECTION 1704A SPECIAL INSPECTIONS <\/td>\n<\/tr>\n
143<\/td>\nTABLE 1704A.3 REQUIRED VERIFICATION AND INSPECTION OF STEEL CONSTRUCTION <\/td>\n<\/tr>\n
144<\/td>\nTABLE 1704A.4 REQUIRED VERIFICATION AND INSPECTION OF CONCRETE CONSTRUCTION <\/td>\n<\/tr>\n
147<\/td>\nTABLE 1704A.5.1 LEVEL 1 SPECIAL INSPECTION <\/td>\n<\/tr>\n
148<\/td>\nTABLE 1704A.5.3 LEVEL 2 SPECIAL INSPECTION
TABLE 1704A.7 REQUIRED VERIFICATION AND INSPECTION OF SOILS <\/td>\n<\/tr>\n
149<\/td>\nTABLE 1704A.8 REQUIRED VERIFICATION AND INSPECTION OF PILE FOUNDATIONS <\/td>\n<\/tr>\n
150<\/td>\nTABLE 1704A.9 REQUIRED VERIFICATION AND INSPECTION OF PIER FOUNDATIONS <\/td>\n<\/tr>\n
151<\/td>\nSECTION 1705A STATEMENT OF SPECIAL INSPECTIONS <\/td>\n<\/tr>\n
152<\/td>\nSECTION 1706A CONTRACTOR RESPONSIBILITY
SECTION 1707A SPECIAL INSPECTIONS FOR SEISMIC RESISTANCE <\/td>\n<\/tr>\n
153<\/td>\nSECTION 1708A STRUCTURAL TESTING FOR SEISMIC RESISTANCE
TABLE 1708A.1.2 LEVEL 1 QUALITY ASSURANCE
TABLE 1708.1.4 LEVEL 2 QUALITY ASSURANCE <\/td>\n<\/tr>\n
154<\/td>\nSECTION 1709A STRUCTURAL OBSERVATIONS
SECTION 1710A DESIGN STRENGTHS OF MATERIALS
SECTION 1711A ALTERNATIVE TEST PROCEDURE
SECTION 1712A TEST SAFE LOAD
SECTION 1713A IN-SITU LOAD TESTS <\/td>\n<\/tr>\n
155<\/td>\nSECTION 1714A PRECONSTRUCTION LOAD TESTS <\/td>\n<\/tr>\n
156<\/td>\nSECTION 1715A MATERIAL AND TEST STANDARDS <\/td>\n<\/tr>\n
157<\/td>\nCALIFORNIA BUILDING CODE \u2013 MATRIX ADOPTION TABLE CHAPTER 18 \u2013 SOILS AND FOUNDATIONS <\/td>\n<\/tr>\n
159<\/td>\nCHAPTER 18 SOILS AND FOUNDATIONS
SECTION 1801 GENERAL
SECTION 1802 FOUNDATION AND SOILS INVESTIGATIONS <\/td>\n<\/tr>\n
162<\/td>\nSECTION 1803 EXCAVATION, GRADING AND FILL <\/td>\n<\/tr>\n
163<\/td>\nSECTION 1804 ALLOWABLE LOAD-BEARING VALUES OF SOILS
TABLE 1804.2 ALLOWABLE FOUNDATION AND LATERAL PRESSURE
SECTION 1805 FOOTINGS AND FOUNDATIONS <\/td>\n<\/tr>\n
164<\/td>\nFIGURE 1805.3.1 FOUNDATION CLEARANCES FROM SLOPES <\/td>\n<\/tr>\n
165<\/td>\nTABLE 1805.4.2 FOOTINGS SUPPORTING WALLS OF LIGHT-FRAME CONSTRUCTIONa, <\/td>\n<\/tr>\n
166<\/td>\nTABLE 1805.5(1) PLAIN MASONRY FOUNDATION WALLSa, <\/td>\n<\/tr>\n
167<\/td>\nTABLE 1805.5(2) 8-INCH MASONRY FOUNDATION WALLS WITH REINFORCEMENT WHERE d 5 INCHESa, <\/td>\n<\/tr>\n
168<\/td>\nTABLE 1805.5(3) 10-INCH MASONRY FOUNDATION WALLS WITH REINFORCEMENT WHERE d 6.75 INCHESa, <\/td>\n<\/tr>\n
169<\/td>\nTABLE 1805.5(4) 12-INCH MASONRY FOUNDATION WALLS WITH REINFORCEMENT WHERE d 8.75 INCHESa, <\/td>\n<\/tr>\n
170<\/td>\nTABLE 1805.5(5) CONCRETE FOUNDATION WALLSb, c <\/td>\n<\/tr>\n
173<\/td>\nEquation 18-2
Equation 18-3 <\/td>\n<\/tr>\n
174<\/td>\nSECTION 1806 RETAINING WALLS
SECTION 1807 DAMPPROOFING AND WATERPROOFING <\/td>\n<\/tr>\n
175<\/td>\nSECTION 1808 PIER AND PILE FOUNDATIONS <\/td>\n<\/tr>\n
180<\/td>\nSECTION 1809 DRIVEN PILE FOUNDATIONS <\/td>\n<\/tr>\n
181<\/td>\nEquation 18-4 <\/td>\n<\/tr>\n
182<\/td>\nEquation 18-5
Equation 18-6
Equation 18-7
Equation 18-8
Equation 18-9
Equation 18-10 <\/td>\n<\/tr>\n
183<\/td>\nSECTION 1810 CAST-IN-PLACE CONCRETE PILE FOUNDATIONS <\/td>\n<\/tr>\n
187<\/td>\nSECTION 1811 COMPOSITE PILES
SECTION 1812 PIER FOUNDATIONS <\/td>\n<\/tr>\n
189<\/td>\nCALIFORNIA BUILDING CODE \u2013 MATRIX ADOPTION TABLE CHAPTER 18A \u2013 SOILS AND FOUNDATIONS <\/td>\n<\/tr>\n
191<\/td>\nCHAPTER 18A SOILS AND FOUNDATIONS
SECTION 1801A GENERAL
SECTION 1802A FOUNDATION AND SOILS INVESTIGATIONS <\/td>\n<\/tr>\n
194<\/td>\nSECTION 1803A EXCAVATION, GRADING AND FILL <\/td>\n<\/tr>\n
195<\/td>\nSECTION 1804A ALLOWABLE LOAD-BEARING VALUES OF SOILS
TABLE 1804A.2 ALLOWABLE FOUNDATION AND LATERAL PRESSURE
SECTION 1805A FOOTINGS AND FOUNDATIONS <\/td>\n<\/tr>\n
196<\/td>\nFIGURE 1805A.3.1 FOUNDATION CLEARANCES FROM SLOPES <\/td>\n<\/tr>\n
197<\/td>\nTABLE 1805A.4.2 FOOTINGS SUPPORTING WALLS OF LIGHT-FRAME CONSTRUCTIONa, <\/td>\n<\/tr>\n
198<\/td>\nEquation 18A-1
Equation 18A-2
Equation 18A-3 <\/td>\n<\/tr>\n
199<\/td>\nSECTION 1806A RETAINING WALLS AND CANTILEVER WALLS <\/td>\n<\/tr>\n
200<\/td>\nSECTION 1807A DAMPPROOFING AND WATERPROOFING <\/td>\n<\/tr>\n
201<\/td>\nSECTION 1808A PIER AND PILE FOUNDATIONS <\/td>\n<\/tr>\n
206<\/td>\nSECTION 1809A DRIVEN PILE FOUNDATIONS <\/td>\n<\/tr>\n
207<\/td>\nEquation 18A-4
Equation 18A-5
Equation 18A-6
Equation 18A-7 <\/td>\n<\/tr>\n
208<\/td>\nEquation 18A-8
Equation 18A-9
Equation 18A-10 <\/td>\n<\/tr>\n
209<\/td>\nSECTION 1810A CAST-IN-PLACE CONCRETE PILE FOUNDATIONS <\/td>\n<\/tr>\n
212<\/td>\nSECTION 1811A COMPOSITE PILES <\/td>\n<\/tr>\n
213<\/td>\nSECTION 1812A PIER FOUNDATIONS <\/td>\n<\/tr>\n
215<\/td>\nCALIFORNIA BUILDING CODE \u2013 MATRIX ADOPTION TABLE CHAPTER 19 \u2013 CONCRETE <\/td>\n<\/tr>\n
217<\/td>\nCHAPTER 19 CONCRETE
SECTION 1901 GENERAL
SECTION 1902 DEFINITIONS
SECTION 1903 SPECIFICATIONS FOR TESTS AND MATERIALS
SECTION 1904 DURABILITY REQUIREMENTS <\/td>\n<\/tr>\n
218<\/td>\nTABLE 1904.2.2 MINIMUM SPECIFIED COMPRESSIVE STRENGTH (f\u2019c at 28 days, psi)
FIGURE 1904.2.2 WEATHERING PROBABILITY MAP FOR CONCRETEa, b, <\/td>\n<\/tr>\n
219<\/td>\nSECTION 1905 CONCRETE QUALITY, MIXING AND PLACING
SECTION 1906 FORMWORK, EMBEDDED PIPES AND CONSTRUCTION JOINTS <\/td>\n<\/tr>\n
220<\/td>\nSECTION 1907 DETAILS OF REINFORCEMENT
SECTION 1908 MODIFICATIONS TO ACI 318 <\/td>\n<\/tr>\n
223<\/td>\nSECTION 1909 STRUCTURAL PLAIN CONCRETE <\/td>\n<\/tr>\n
224<\/td>\nSECTION 1910 MINIMUM SLAB PROVISIONS
SECTION 1911 ANCHORAGE TO CONCRETE\u2014ALLOWABLE STRESS DESIGN
Equation 19-1
TABLE 1911.2 ALLOWABLE SERVICE LOAD ON EMBEDDED BOLTS (pounds) <\/td>\n<\/tr>\n
225<\/td>\nSECTION 1912 ANCHORAGE TO CONCRETE\u2014STRENGTH DESIGN
SECTION 1913 SHOTCRETE <\/td>\n<\/tr>\n
226<\/td>\nSECTION 1914 REINFORCED GYPSUM CONCRETE
SECTION 1915 CONCRETE-FILLED PIPE COLUMNS <\/td>\n<\/tr>\n
229<\/td>\nCALIFORNIA BUILDING CODE \u2013 MATRIX ADOPTION TABLE CHAPTER 19A \u2013 CONCRETE <\/td>\n<\/tr>\n
231<\/td>\nCHAPTER 19A CONCRETE
SECTION 1901A GENERAL
SECTION 1902A DEFINITIONS
SECTION 1903A SPECIFICATIONS FOR TESTS AND MATERIALS <\/td>\n<\/tr>\n
232<\/td>\nSECTION 1904A DURABILITY REQUIREMENTS <\/td>\n<\/tr>\n
233<\/td>\nTABLE 1904A.2.2 MINIMUM SPECIFIED COMPRESSIVE STRENGTH (f c
FIGURE 1904A.2.2 WEATHERING PROBABILITY MAP FOR CONCRETEa, b, c <\/td>\n<\/tr>\n
234<\/td>\nSECTION 1905A CONCRETE QUALITY, MIXING AND PLACING <\/td>\n<\/tr>\n
235<\/td>\nSECTION 1906A FORMWORK, EMBEDDED PIPES AND CONSTRUCTION JOINTS
SECTION 1907A DETAILS OF REINFORCEMENT <\/td>\n<\/tr>\n
236<\/td>\nSECTION 1908A MODIFICATIONS TO ACI 318 <\/td>\n<\/tr>\n
242<\/td>\nSECTION 1909A STRUCTURAL PLAIN CONCRETE
SECTION 1910A MINIMUM SLAB PROVISIONS
SECTION 1911A ANCHORAGE TO CONCRETE\u2014ALLOWABLE STRESS DESIGN
Equation 19-1 <\/td>\n<\/tr>\n
243<\/td>\nTABLE 1911A.2 ALLOWABLE SERVICE LOAD ON EMBEDDED BOLTS (pounds
SECTION 1912A ANCHORAGE TO CONCRETE\u2014STRENGTH DESIGN
SECTION 1913A SHOTCRETE <\/td>\n<\/tr>\n
245<\/td>\nSECTION 1914A REINFORCED GYPSUM CONCRETE
SECTION 1915A CONCRETE-FILLED PIPE COLUMNS
SECTION 1916A CONCRETE TESTING <\/td>\n<\/tr>\n
246<\/td>\nSECTION 1917A EXISTING CONCRETE STRUCTURES <\/td>\n<\/tr>\n
247<\/td>\nCALIFORNIA BUILDING CODE \u2013 MATRIX ADOPTION TABLE CHAPTER 20 \u2013 ALUMINUM <\/td>\n<\/tr>\n
249<\/td>\nCHAPTER 20 ALUMINUM
SECTION 2001 GENERAL
SECTION 2002 MATERIALS
SECTION 2003 INSPECTION <\/td>\n<\/tr>\n
251<\/td>\nCALIFORNIA BUILDING CODE \u2013 MATRIX ADOPTION TABLECHAPTER 21 \u2013 MASONRY
CALIFORNIA BUILDING CODE \u2013 MATRIX ADOPTION TABLE CHAPTER 21 \u2013 MASONRY <\/td>\n<\/tr>\n
253<\/td>\nCHAPTER 21 MASONRY
SECTION 2101 GENERAL
SECTION 2102 DEFINITIONS AND NOTATIONS <\/td>\n<\/tr>\n
257<\/td>\nSECTION 2103 MASONRY CONSTRUCTION MATERIALS
TABLE 2103.10 CERAMIC TILE MORTAR COMPOSITIONS <\/td>\n<\/tr>\n
258<\/td>\nTABLE 2103.8(1) MORTAR PROPORTIONS
TABLE 2103.8(2) MORTAR PROPERTIESa <\/td>\n<\/tr>\n
259<\/td>\nTABLE 2103.12 GROUT PROPORTIONS BY VOLUME FORMASONRY CONSTRUCTION <\/td>\n<\/tr>\n
260<\/td>\nSECTION 2104 CONSTRUCTION <\/td>\n<\/tr>\n
263<\/td>\nSECTION 2105 QUALITY ASSURANCE <\/td>\n<\/tr>\n
264<\/td>\nTABLE 2105.2.2.1.1 COMPRESSIVE STRENGTH OF CLAY MASONRY
TABLE 2105.2.2.1.2 COMPRESSIVE STRENGTH OF CONCRETE MASONRY
SECTION 2106 SEISMIC DESIGN <\/td>\n<\/tr>\n
265<\/td>\nEquation 21-1 <\/td>\n<\/tr>\n
266<\/td>\nSECTION 2107 ALLOWABLE STRESS DESIGN
Equation 21-2
Equation 21-3
SECTION 2108STRENGTH DESIGN OF MASONRY <\/td>\n<\/tr>\n
267<\/td>\nSECTION 2109 EMPIRICAL DESIGN OF MASONRY
TABLE 2109.2.1.2 DIAPHRAGM LENGTH-TO-WIDTH RATIOS <\/td>\n<\/tr>\n
268<\/td>\nTABLE 2109.2.3.1 ALLOWABLE STRESS GROSS CROSS-SECTIONALAREA FOR DRY-STACKED, SURFACE-BONDEDCONCRETE MASONRY WALLS
TABLE 2109.4.1 WALL LATERAL SUPPORT REQUIREMENT <\/td>\n<\/tr>\n
269<\/td>\nTABLE 2109.3.2 ALLOWABLE COMPRESSIVE STRESSES FOR EMPIRICAL DESIGN OF MASONRY <\/td>\n<\/tr>\n
270<\/td>\nTABLE 2109.5.3.1 FOUNDATION WALL CONSTRUCTION <\/td>\n<\/tr>\n
272<\/td>\nTABLE 2109.8.3.1 ALLOWABLE SHEAR ON BOLTS IN ADOBE MASONRY <\/td>\n<\/tr>\n
273<\/td>\nSECTION 2110 GLASS UNIT MASONRY <\/td>\n<\/tr>\n
274<\/td>\nFIGURE 2110.3.1 GLASS MASONRY DESIGN WIND LOAD RESISTANCE <\/td>\n<\/tr>\n
275<\/td>\nSECTION 2111 MASONRY FIREPLACES <\/td>\n<\/tr>\n
276<\/td>\nFIGURE 2111.11 ILLUSTRATION OF EXCEPTION TOFIREPLACE CLEARANCE PROVISION <\/td>\n<\/tr>\n
277<\/td>\nSECTION 2112 MASONRY HEATERS
SECTION 2113 MASONRY CHIMNEYS <\/td>\n<\/tr>\n
280<\/td>\nFIGURE 2113.16 FLUE SIZES FOR MASONRY CHIMNEYS <\/td>\n<\/tr>\n
281<\/td>\nTABLE 2113.16(1) NET CROSS-SECTIONAL AREA OF ROUND FLUE SIZESa
TABLE 2113.16(2) NET CROSS-SECTIONAL AREA OF SQUAREAND RECTANGULAR FLUE SIZES
FIGURE 2113.19 ILLUSTRATION OF EXCEPTION THREECHIMNEY CLEARANCE PROVISION <\/td>\n<\/tr>\n
283<\/td>\nCALIFORNIA BUILDING CODE \u2013 MATRIX ADOPTION TABLE CHAPTER 21A \u2013 MASONRY <\/td>\n<\/tr>\n
285<\/td>\nCHAPTER 21A MASONRY
SECTION 2101A GENERAL
SECTION 2102A DEFINITIONS AND NOTATIONS <\/td>\n<\/tr>\n
289<\/td>\nSECTION 2103A MASONRY CONSTRUCTION MATERIALS <\/td>\n<\/tr>\n
290<\/td>\nTABLE 2103A.8(1) MORTAR PROPORTIONS
TABLE 2103A.8(2) MORTAR PROPERTIESa <\/td>\n<\/tr>\n
291<\/td>\nTABLE 2103A.10 CERAMIC TILE MORTAR COMPOSITIONS
TABLE 2103A.12 GROUT PROPORTIONS BY VOLUME FORMASONRY CONSTRUCTION <\/td>\n<\/tr>\n
292<\/td>\nSECTION 2104A CONSTRUCTION <\/td>\n<\/tr>\n
297<\/td>\nSECTION 2105A QUALITY ASSURANCE <\/td>\n<\/tr>\n
298<\/td>\nTABLE 2105A.2.2.1.1 COMPRESSIVE STRENGTH OF CLAY MASONRY
TABLE 2105A.2.2.1.2 COMPRESSIVE STRENGTH OF CONCRETE MASONRY <\/td>\n<\/tr>\n
299<\/td>\nSECTION 2106A SEISMIC DESIGN <\/td>\n<\/tr>\n
301<\/td>\nSECTION 2107A ALLOWABLE STRESS DESIGN <\/td>\n<\/tr>\n
302<\/td>\nTABLE 2107A.9 MINIMUM THICKNESS OF MASONRY WALLS a,b
Equation 21A-3
SECTION 2108A STRENGTH DESIGN OF MASONRY
SECTION 2109A EMPIRICAL DESIGN OF MASONRY
SECTION 2110A GLASS UNIT MASONRY <\/td>\n<\/tr>\n
303<\/td>\nSECTION 2111A MASONRY FIREPLACES <\/td>\n<\/tr>\n
304<\/td>\nFIGURE 2111A.11 ILLUSTRATION OF EXCEPTION TOFIREPLACE CLEARANCE PROVISION <\/td>\n<\/tr>\n
305<\/td>\nSECTION 2112A MASONRY HEATERS
SECTION 2113A MASONRY CHIMNEYS <\/td>\n<\/tr>\n
308<\/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
309<\/td>\nTABLE 2113A.16(2) NET CROSS-SECTIONAL AREA OF SQUAREAND RECTANGULAR FLUE SIZES
FIGURE 2113A.19 ILLUSTRATION OF EXCEPTION THREECHIMNEY CLEARANCE PROVISION
SECTION 2114A NONBEARING WALLS <\/td>\n<\/tr>\n
310<\/td>\nSECTION 2115A MASONRY SCREEN WALLS <\/td>\n<\/tr>\n
311<\/td>\nCALIFORNIA BUILDING CODE \u2013 MATRIX ADOPTION TABLE CHAPTER 22 \u2013 STEEL <\/td>\n<\/tr>\n
313<\/td>\nCHAPTER 22 STEEL
SECTION 2201 GENERAL
SECTION 2202 DEFINITIONS
SECTION 2203 IDENTIFICATION AND PROTECTION OF STEEL FOR STRUCTURAL PURPOSES
SECTION 2204 CONNECTIONS
SECTION 2205 STRUCTURAL STEEL <\/td>\n<\/tr>\n
314<\/td>\nSECTION 2206 STEEL JOISTS
SECTION 2207 STEEL CABLE STRUCTURES <\/td>\n<\/tr>\n
315<\/td>\nSECTION 2208 STEEL STORAGE RACKS
SECTION 2209 COLD-FORMED STE
SECTION 2210 COLD-FORMED STEELLIGHT-FRAMED CONSTRUCTION <\/td>\n<\/tr>\n
317<\/td>\nCALIFORNIA BUILDING CODE \u2013 MATRIX ADOPTION TABLE CHAPTER 22A \u2013 STEEL <\/td>\n<\/tr>\n
319<\/td>\nCHAPTER 22A STEEL
SECTION 2201A GENERAL
SECTION 2202A DEFINITIONS
SECTION 2203A IDENTIFICATION AND PROTECTION OF STEELFOR STRUCTURAL PURPOSES
SECTION 2204A CONNECTIONS <\/td>\n<\/tr>\n
320<\/td>\nSECTION 2205A STRUCTURAL STEEL <\/td>\n<\/tr>\n
322<\/td>\nSECTION 2206A STEEL JOISTS <\/td>\n<\/tr>\n
323<\/td>\nSECTION 2207A STEEL CABLE STRUCTURES
SECTION 2208A STEEL STORAGE RACKS
SECTION 2209A COLD-FORMED STEEL
SECTION 2210A COLD-FORMED STEEL LIGHT-FRAMED CONSTRUCTION
SECTION 2211A [FOR DSA-SS]LIGHT MODULAR STEEL MOMENT FRAMES FORPUBLIC ELEMENTARY AND SECONDARYSCHOOLS, AND COMMUNITY COLLEGES <\/td>\n<\/tr>\n
324<\/td>\nEquation 22A-1
SECTION 2212A TESTING <\/td>\n<\/tr>\n
325<\/td>\nCALIFORNIA BUILDING CODE \u2013 MATRIX ADOPTION TABLE CHAPTER 23 \u2013 WOOD <\/td>\n<\/tr>\n
327<\/td>\nCHAPTER 23 WOOD
SECTION 2301 GENERAL
SECTION 2302 DEFINITIONS <\/td>\n<\/tr>\n
329<\/td>\nSECTION 2303 MINIMUM STANDARDS AND QUALITY <\/td>\n<\/tr>\n
333<\/td>\nSECTION 2304 GENERAL CONSTRUCTION REQUIREMENTS <\/td>\n<\/tr>\n
334<\/td>\nTABLE 2304.6 MINIMUM THICKNESS OF WALL SHEATHING
TABLE 2304.7(1) ALLOWABLE SPANS FOR LUMBER FLOOR AND ROOF SHEATHINGa,b <\/td>\n<\/tr>\n
335<\/td>\nTABLE 2304.7(2) SHEATHING LUMBER, MINIMUM GRADE REQUIREMENTS: BOARD GRADE
TABLE 2304.7(3) ALLOWABLE SPANS AND LOADS FOR WOOD STRUCTURAL PANEL SHEATHING AND SINGLE-FLOOR GRADES CONTINUOUS OVERTWO OR MORE SPANS WITH STRENGTH AXIS PERPENDICULAR TO SUPPORTSa, <\/td>\n<\/tr>\n
336<\/td>\nTABLE 2304.7(4) ALLOWABLE SPAN FOR WOOD STRUCTURAL PANEL COMBINATION SUBFLOOR-UNDERLAYMENT (SINGLE FLOOR)a,b(Panels Continuous Over Two or More Spans and Strength Axis Perpendicular to Supports)
TABLE 2304.7(5) ALLOWABLE LOAD (PSF) FOR WOOD STRUCTURAL PANEL ROOF SHEATHING CONTINUOUS OVERTWO OR MORE SPANS AND STRENGTH AXIS PARALLEL TO SUPPORTS(Plywood Structural Panels Are Five-Ply, Five-Layer Unless Otherwise Noted)a,b <\/td>\n<\/tr>\n
339<\/td>\nTABLE 2304.9.1 FASTENING SCHEDULE <\/td>\n<\/tr>\n
340<\/td>\nTABLE 2304.9.1\u2014continuedFASTENING SCHEDULE <\/td>\n<\/tr>\n
341<\/td>\nTABLE 2304.9.1\u2014continuedFASTENING SCHEDULE <\/td>\n<\/tr>\n
343<\/td>\nSECTION 2305 GENERAL DESIGN REQUIREMENTS FORLATERAL-FORCE-RESISTING SYSTEMS <\/td>\n<\/tr>\n
344<\/td>\nEquation 23-1
TABLE 2305.2.2(1) en VALUES (inches) FOR USE IN CALCULATING DIAPHRAGMDEFLECTION DUE TO FASTENER SLIP (Structural I)a,d <\/td>\n<\/tr>\n
345<\/td>\nTABLE 2305.2.2(2) VALUES OF Gt FOR USE IN CALCULATING DEFLECTION OF WOOD STRUCTURAL PANEL SHEAR WALLS AND DIAPHRAGMS <\/td>\n<\/tr>\n
346<\/td>\nTABLE 2305.2.3 MAXIMUM DIAPHRAGM DIMENSION RATIOSHORIZONTAL AND SLOPED DIAPHRAGM
FIGURE 2305.2.5(1) DIAPHRAGM LENGTH AND WIDTH FOR PLAN VIEW OF OPEN-FRONT BUILDING <\/td>\n<\/tr>\n
348<\/td>\nTABLE 2305.3.4 MAXIMUM SHEAR WALL DIMENSION RATIOS
FIGURE 2305.3.5 GENERAL DEFINITION OF SHEAR WALL HEIGHT, WIDTH AND HEIGHT-TO-WIDTH R <\/td>\n<\/tr>\n
349<\/td>\nTABLE 2305.3.8.2 SHEAR RESISTANCE ADJUSTMENT FACTOR, Co <\/td>\n<\/tr>\n
350<\/td>\nEquation 23-3
Equation 23-4 <\/td>\n<\/tr>\n
351<\/td>\nSECTION 2306 ALLOWABLE STRESS DESIGN <\/td>\n<\/tr>\n
352<\/td>\nTABLE 2306.1.4 ALLOWABLE LOADS FOR LUMBER DECKING
TABLE 2306.2.1 WALL STUD BENDING STRESS INCREASE FACTORS
TABLE 2306.3.3 DIAGONALLY SHEATHED LUMBER DIAPHRAGM NAILING SCHEDULE <\/td>\n<\/tr>\n
353<\/td>\nTABLE 2306.3.1 ALLOWABLE SHEAR (POUNDS PER FOOT) FOR WOOD STRUCTURAL PANEL DIAPHRAGMS WITH FRAMING OF DOUGLAS FIR-LARCH, OR SOUTHERN PINEa FOR WIND OR SEISMIC LOADING <\/td>\n<\/tr>\n
354<\/td>\nTABLE 2306.3.1\u2014continuedALLOWABLE SHEAR (POUNDS PER FOOT) FOR WOOD STRUCTURAL PANEL DIAPHRAGMS WITHFRAMING OF DOUGLAS FIR-LARCH, OR SOUTHERN PINEa FOR WIND OR SEISMIC LOADINGh <\/td>\n<\/tr>\n
355<\/td>\nTABLE 2306.3.1\u2014continuedALLOWABLE SHEAR (POUNDS PER FOOT) FOR WOOD STRUCTURALPANEL DIAPHRAGMS WITH FRAMING OF DOUGLAS FIR-LARCH,OR SOUTHERN PINEa FOR WIND OR SEISMIC LOADINGh <\/td>\n<\/tr>\n
356<\/td>\nTABLE 2306.3.2 ALLOWABLE SHEAR (POUNDS PER FOOT) FOR WOOD STRUCTURAL PANEL BLOCKED DIAPHRAGMSUTILIZING MULTIPLE ROWS OF FASTENERS (HIGH LOAD DIAPHRAGMS) WITH FRAMING OFDOUGLAS FIR-LARCH OR SOUTHERN PINEa FOR WIND OR SEISMIC LOADINGb, g, h <\/td>\n<\/tr>\n
358<\/td>\nTABLE 2306.4.1 ALLOWABLE SHEAR (POUNDS PER FOOT) FOR WOOD STRUCTURAL PANEL SHEAR WALLS WITHFRAMING OF DOUGLAS FIR-LARCH OR SOUTHERN PINEa FOR WIND OR SEISMIC LOADINGb, h, i, j, l,m <\/td>\n<\/tr>\n
359<\/td>\nTABLE 2306.4.3 ALLOWABLE SHEAR FOR PARTICLEBOARD SHEAR WALL SHEATHINGb
TABLE 2306.4.4 ALLOWABLE SHEAR VALUES (plf) FOR WIND OR SEISMIC LOADING ONSHEAR WALLS OF FIBERBOARD SHEATHING BOARD CONSTRUCTION FOR TYPE V CONSTRUCTION ONLYa,b,c,d,e,f,g,h <\/td>\n<\/tr>\n
360<\/td>\nTABLE 2306.4.5 ALLOWABLE SHEAR FOR WIND OR SEISMIC FORCES FOR SHEAR WALLS OF LATHAND PLASTER OR GYPSUM BOARD WOOD FRAMED WALL ASSEMBLIES <\/td>\n<\/tr>\n
361<\/td>\nSECTION 2307 LOAD AND RESISTANCE FACTOR DESIGN
SECTION 2308 CONVENTIONAL LIGHT-FRAME CONSTRUCTION <\/td>\n<\/tr>\n
364<\/td>\nTABLE 2308.8(1) FLOOR JOIST SPANS FOR COMMON LUMBER SPECIES(Residential Sleeping Areas, Live Load = 30 psf, L\/ = 360) <\/td>\n<\/tr>\n
365<\/td>\nTABLE 2308.8(1)\u2014continuedFLOOR JOIST SPANS FOR COMMON LUMBER SPECIES(Residential Sleeping Areas, Live Load = 30 psf, L\/ = 360)
TABLE 2308.8(1)\u2014continuedFLOOR JOIST SPANS FOR COMMON LUMBER SPECIES(Residential Sleeping Areas, Live Load = 30 psf, L\/ = 360) <\/td>\n<\/tr>\n
366<\/td>\nTABLE 2308.8(2)FLOOR JOIST SPANS FOR COMMON LUMBER SPECIES(Residential Living Areas, Live Load = 40 psf, L\/ = 360)
TABLE 2308.8(2)FLOOR JOIST SPANS FOR COMMON LUMBER SPECIES(Residential Living Areas, Live Load = 40 psf, L\/ = 360) <\/td>\n<\/tr>\n
367<\/td>\nTABLE 2308.8(2)\u2014continuedFLOOR JOIST SPANS FOR COMMON LUMBER SPECIES(Residential Living Areas, Live Load = 40 psf, L\/ = 360)
TABLE 2308.8(2)\u2014continuedFLOOR JOIST SPANS FOR COMMON LUMBER SPECIES(Residential Living Areas, Live Load = 40 psf, L\/ = 360) <\/td>\n<\/tr>\n
368<\/td>\nTABLE 2308.9.1 SIZE, HEIGHT AND SPACING OF WOOD STUDS
TABLE 2308.9.1SIZE, HEIGHT AND SPACING OF WOOD STUDS <\/td>\n<\/tr>\n
369<\/td>\nFIGURE 2308.9.3 BASIC COMPONENTS OF THE LATERAL BRACING SYSTEM
FIGURE 2308.9.3BASIC COMPONENTS OF THE LATERAL BRACING SYSTEM <\/td>\n<\/tr>\n
371<\/td>\nFIGURE 2308.9.3.2 ALTERNATE BRACED WALL PANEL ADJACENT TO A DOOR OR WINDOW OPENING
FIGURE 2308.9.3.2ALTERNATE BRACED WALL PANEL ADJACENT TO A DOOR OR WINDOW OPENING <\/td>\n<\/tr>\n
372<\/td>\nTABLE 2308.9.3(1) BRACED WALL PANELSa
TABLE 2308.9.3(2 )EXPOSED PLYWOOD PANEL SIDING
TABLE 2308.9.3(3) WOOD STRUCTURAL PANEL WALL SHEATHINGb(Not Exposed to the Weather, Strength Axis Parallel or Perpendicular to Studs Except as Indicated Below)
TABLE 2308.9.3(1)BRACED WALL PANELSa
TABLE 2308.9.3(2)EXPOSED PLYWOOD PANEL SIDING
TABLE 2308.9.3(3)WOOD STRUCTURAL PANEL WALL SHEATHINGb(Not Exposed to the Weather, Strength Axis Parallel or Perpendicular to Studs Except as Indicated Below) <\/td>\n<\/tr>\n
373<\/td>\nTABLE 2308.9.3(4) ALLOWABLE SPANS FOR PARTICLEBOARD WALL SHEATHING(Not Exposed to the Weather, Long Dimension of the Panel Parallel or Perpendicular to Studs)
TABLE 2308.9.3(5) HARDBOARD SIDING
TABLE 2308.9.3(4)ALLOWABLE SPANS FOR PARTICLEBOARD WALL SHEATHING(Not Exposed to the Weather, Long Dimension of the Panel Parallel or Perpendicular to Studs)
TABLE 2308.9.3(5)HARDBOARD SIDING <\/td>\n<\/tr>\n
374<\/td>\nTABLE 2308.9.5 HEADER AND GIRDER SPANSa FOR EXTERIOR BEARING WALLS(Maximum Spans for Douglas Fir-Larch, Hem-Fir, Southern Pine and Spruce-Pine-Firb and Required Number of Jack Studs)
TABLE 2308.9.5HEADER AND GIRDER SPANSa FOR EXTERIOR BEARING WALLS(Maximum Spans for Douglas Fir-Larch, Hem-Fir, Southern Pine and Spruce-Pine-Firb and Required Number of Jack Studs) <\/td>\n<\/tr>\n
375<\/td>\nTABLE 2308.9.5\u2014continuedHEADER AND GIRDER SPANSaFOR EXTERIOR BEARING WALLS(Maximum Spans for Douglas Fir-Larch, Hem-Fir, Southern Pine and Spruce-Pine-Firb and Required Number of Jack Studs)
TABLE 2308.9.5\u2014continuedHEADER AND GIRDER SPANSaFOR EXTERIOR BEARING WALLS(Maximum Spans for Douglas Fir-Larch, Hem-Fir, Southern Pine and Spruce-Pine-Firb and Required Number of Jack Studs) <\/td>\n<\/tr>\n
376<\/td>\nTABLE 2308.9.6 HEADER AND GIRDER SPANSa FOR INTERIOR BEARING WALLS(Maximum Spans for Douglas Fir-Larch, Hem-Fir, Southern Pine and Spruce-Pine-Firb and Required Number of Jack Studs
TABLE 2308.9.6HEADER AND GIRDER SPANSa FOR INTERIOR BEARING WALLS(Maximum Spans for Douglas Fir-Larch, Hem-Fir, Southern Pine and Spruce-Pine-Firb and Required Number of Jack Studs) <\/td>\n<\/tr>\n
377<\/td>\nTABLE 2308.10.1 REQUIRED RATING OF APPROVED UPLIFT CONNECTORS (pounds)a,b,c,e,f,g,h
TABLE 2308.10.1REQUIRED RATING OF APPROVED UPLIFT CONNECTORS (pounds) <\/td>\n<\/tr>\n
378<\/td>\nTABLE 2308.10.2(1) CEILING JOIST SPANS FOR COMMON LUMBER SPECIES(Uninhabitable Attics Without Storage, Live Load = 10 pounds psf, L\/ = 240)
TABLE 2308.10.2(1)CEILING JOIST SPANS FOR COMMON LUMBER SPECIES(Uninhabitable Attics Without Storage, Live Load = 10 pounds psf, L\/ = 240) <\/td>\n<\/tr>\n
379<\/td>\nTABLE 2308.10.2(1)\u2014continuedCEILING JOIST SPANS FOR COMMON LUMBER SPECIES(Uninhabitable Attics Without Storage, Live Load = 10 pounds psf, L\/ = 240)
TABLE 2308.10.2(1)\u2014continuedCEILING JOIST SPANS FOR COMMON LUMBER SPECIES(Uninhabitable Attics Without Storage, Live Load = 10 pounds psf, L\/ = 240) <\/td>\n<\/tr>\n
380<\/td>\nTABLE 2308.10.2(2) CEILING JOIST SPANS FOR COMMON LUMBER SPECIES(Uninhabitable Attics With Limited Storage, Live Load = 20 pounds per square foot, L\/ = 240)
TABLE 2308.10.2(2)CEILING JOIST SPANS FOR COMMON LUMBER SPECIES(Uninhabitable Attics With Limited Storage, Live Load = 20 pounds per square foot, L\/ = 240) <\/td>\n<\/tr>\n
381<\/td>\nTABLE 2308.10.2(2)\u2014continuedCEILING JOIST SPANS FOR COMMON LUMBER SPECIES(Uninhabitable Attics With Limited Storage, Live Load = 20 pounds per square foot, L\/ = 240) <\/td>\n<\/tr>\n
382<\/td>\nTABLE 2308.10.3(1)RAFTER SPANS FOR COMMON LUMBER SPECIES(Roof Live Load = 20 pounds per square foot, Ceiling Not Attached to Rafters, L\/ = 180)
TABLE 2308.10.3(1)RAFTER SPANS FOR COMMON LUMBER SPECIES(Roof Live Load = 20 pounds per square foot, Ceiling Not Attached to Rafters, L\/ = 180) <\/td>\n<\/tr>\n
383<\/td>\nTABLE 2308.10.3(1)\u2014continuedRAFTER SPANS FOR COMMON LUMBER SPECIES(Roof Live Load = 20 pounds per square foot, Ceiling Not Attached to Rafters, L\/ = 180)
TABLE 2308.10.3(1)\u2014continuedRAFTER SPANS FOR COMMON LUMBER SPECIES(Roof Live Load = 20 pounds per square foot, Ceiling Not Attached to Rafters, L\/ = 180) <\/td>\n<\/tr>\n
384<\/td>\nTABLE 2308.10.3(2)RAFTER SPANS FOR COMMON LUMBER SPECIES(Roof Live Load = 20 pounds per square foot, Ceiling Not Attached to Rafters, L\/ = 240)
TABLE 2308.10.3(2)RAFTER SPANS FOR COMMON LUMBER SPECIES(Roof Live Load = 20 pounds per square foot, Ceiling Not Attached to Rafters, L\/ = 240) <\/td>\n<\/tr>\n
385<\/td>\nTABLE 2308.10.3(2)\u2014continuedRAFTER SPANS FOR COMMON LUMBER SPECIES(Roof Live Load = 20 pounds per square foot, Ceiling Not Attached to Rafters, L\/ = 240)
TABLE 2308.10.3(2)\u2014continuedRAFTER SPANS FOR COMMON LUMBER SPECIES(Roof Live Load = 20 pounds per square foot, Ceiling Not Attached to Rafters, L\/ = 240) <\/td>\n<\/tr>\n
386<\/td>\nTABLE 2308.10.3(3)RAFTER SPANS FOR COMMON LUMBER SPECIES(Ground Snow Load = 30 pounds per square foot, Ceiling Not Attached to Rafters, L\/ = 180)
TABLE 2308.10.3(3)RAFTER SPANS FOR COMMON LUMBER SPECIES(Ground Snow Load = 30 pounds per square foot, Ceiling Not Attached to Rafters, L\/ = 180) <\/td>\n<\/tr>\n
387<\/td>\nTABLE 2308.10.3(3)\u2014continuedRAFTER SPANS FOR COMMON LUMBER SPECIES(Ground Snow Load = 30 pounds per square foot, Ceiling Not Attached to Rafters, L\/ = 180)
TABLE 2308.10.3(3)\u2014continuedRAFTER SPANS FOR COMMON LUMBER SPECIES(Ground Snow Load = 30 pounds per square foot, Ceiling Not Attached to Rafters, L\/ = 180) <\/td>\n<\/tr>\n
388<\/td>\nTABLE 2308.10.3(4)RAFTER SPANS FOR COMMON LUMBER SPECIES(Ground Snow Load = 50 pounds per square foot, Ceiling Not Attached to Rafters, L\/ = 180)
TABLE 2308.10.3(4)RAFTER SPANS FOR COMMON LUMBER SPECIES(Ground Snow Load = 50 pounds per square foot, Ceiling Not Attached to Rafters, L\/ = 180) <\/td>\n<\/tr>\n
389<\/td>\nTABLE 2308.10.3(4)\u2014continuedRAFTER SPANS FOR COMMON LUMBER SPECIES(Ground Snow Load = 50 pounds per square foot, Ceiling Not Attached to Rafters, L\/ = 180)
TABLE 2308.10.3(4)\u2014continuedRAFTER SPANS FOR COMMON LUMBER SPECIES(Ground Snow Load = 50 pounds per square foot, Ceiling Not Attached to Rafters, L\/ = 180) <\/td>\n<\/tr>\n
390<\/td>\nTABLE 2308.10.3(5)RAFTER SPANS FOR COMMON LUMBER SPECIES(Ground Snow Load = 30 pounds per square foot, Ceiling Attached to Rafters, L\/ = 240)
TABLE 2308.10.3(5)RAFTER SPANS FOR COMMON LUMBER SPECIES(Ground Snow Load = 30 pounds per square foot, Ceiling Attached to Rafters, L\/ = 240) <\/td>\n<\/tr>\n
391<\/td>\nTABLE 2308.10.3(5)\u2014continuedRAFTER SPANS FOR COMMON LUMBER SPECIES(Ground Snow Load = 30 pounds per square foot, Ceiling Attached to Rafters, L\/ = 240)
TABLE 2308.10.3(5)\u2014continuedRAFTER SPANS FOR COMMON LUMBER SPECIES(Ground Snow Load = 30 pounds per square foot, Ceiling Attached to Rafters, L\/ = 240) <\/td>\n<\/tr>\n
392<\/td>\nTABLE 2308.10.3(6)RAFTER SPANS FOR COMMON LUMBER SPECIES(Ground Snow Load = 50 pounds per square foot, Ceiling Attached to Rafters, L\/ = 240)
TABLE 2308.10.3(6)RAFTER SPANS FOR COMMON LUMBER SPECIES(Ground Snow Load = 50 pounds per square foot, Ceiling Attached to Rafters, L\/ = 240) <\/td>\n<\/tr>\n
393<\/td>\nTABLE 2308.10.3(6)\u2014continuedRAFTER SPANS FOR COMMON LUMBER SPECIES(Ground Snow Load = 50 pounds per square foot, Ceiling Attached to Rafters, L\/ = 240)
TABLE 2308.10.3(6)\u2014continuedRAFTER SPANS FOR COMMON LUMBER SPECIES(Ground Snow Load = 50 pounds per square foot, Ceiling Attached to Rafters, L\/ = 240) <\/td>\n<\/tr>\n
394<\/td>\nTABLE 2308.10.4.1RAFTER TIE CONNECTIONSg
TABLE 2308.10.4.1RAFTER TIE CONNECTIONSg <\/td>\n<\/tr>\n
396<\/td>\nTABLE 2308.10.9ALLOWABLE SPANS FOR 2-INCH TONGUE-AND-GROOVE DECKING
TABLE 2308.10.9ALLOWABLE SPANS FOR 2-INCH TONGUE-AND-GROOVE DECKING <\/td>\n<\/tr>\n
397<\/td>\nTABLE 2308.10.9\u2013continuedALLOWABLE SPANS FOR 2-INCH TONGUE-AND-GROOVE DECKING
TABLE 2308.10.9\u2013continuedALLOWABLE SPANS FOR 2-INCH TONGUE-AND-GROOVE DECKING <\/td>\n<\/tr>\n
398<\/td>\nFIGURE 2308.11.3.2STEPPED FOOTING CONNECTION DETAILS
FIGURE 2308.11.3.3OPENINGS IN HORIZONTAL DIAPHRAGMS
FIGURE 2308.11.3.2STEPPED FOOTING CONNECTION DETAILS
FIGURE 2308.11.3.3OPENINGS IN HORIZONTAL DIAPHRAGMS <\/td>\n<\/tr>\n
399<\/td>\nTABLE 2308.12.4WALL BRACING IN SEISMIC DESIGN CATEGORIES D AND E(Minimum Length of Wall Bracing per each 25 Linear Feet of Braced Wall Linea)
TABLE 2308.12.4WALL BRACING IN SEISMIC DESIGN CATEGORIES D AND E(Minimum Length of Wall Bracing per each 25 Linear Feet of Braced Wall Linea) <\/td>\n<\/tr>\n
400<\/td>\nFIGURE 2308.12.6(1)BRACED WALL PANELS OUT OF PLANE
FIGURE 2308.12.6(1)BRACED WALL PANELS OUT OF PLANE <\/td>\n<\/tr>\n
401<\/td>\nFIGURE 2308.12.6(2)BRACED WALL PANELS SUPPORTED BY CANTILEVER OR SET BACK
FIGURE 2308.12.6(2)BRACED WALL PANELS SUPPORTED BY CANTILEVER OR SET BACK
FIGURE 2308.12.6(3)FLOOR OR ROOF NOT SUPPORTED ON ALL EDGES
FIGURE 2308.12.6(4)ROOF OR FLOOR EXTENSION BEYOND BRACED WALL LINE <\/td>\n<\/tr>\n
402<\/td>\nFIGURE 2308.12.6(5)BRACED WALL PANEL EXTENSION OVER OPENINGFIGURE 2308.12.6(6)PORTIONS OF FLOOR LEVEL OFFSET VERTICALLYFIGURE 2308.12.6(7)BRACED WALL LINES NOT PERPENDICULAR
FIGURE 2308.12.6(6)PORTIONS OF FLOOR LEVEL OFFSET VERTICALLY
FIGURE 2308.12.6(7)BRACED WALL LINES NOT PERPENDICULAR <\/td>\n<\/tr>\n
403<\/td>\nFIGURE 2308.12.6(8)OPENING LIMITATIONS FOR FLOOR AND ROOF DIAPHRAGMS <\/td>\n<\/tr>\n
405<\/td>\nCALIFORNIA BUILDING CODE \u2013 MATRIX ADOPTION TABLE CHAPTER 24 \u2013 GLASS AND GLAZING <\/td>\n<\/tr>\n
407<\/td>\nCHAPTER 24 GLASS AND GLAZING
SECTION 2401 GENERAL
SECTION 2402 DEFINITIONS
SECTION 2403 GENERAL REQUIREMENTS FOR GLASS
SECTION 2404 WIND, SNOW, SEISMICAND DEAD LOADS ON GLASS <\/td>\n<\/tr>\n
408<\/td>\nEquation 24-1
Equation 24-2
TABLE 2403.2.1 [DSA-SS and OSHPD 1 and 4]MINIMUM GLAZING REQUIREMENTS
TABLE 2403.6 [DSA-SS and OSHPD 1 and 4]ADDITIONAL REQUIREMENTS FOR GLAZING MATERIALS <\/td>\n<\/tr>\n
409<\/td>\nEquation 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
Equation 24-12 <\/td>\n<\/tr>\n
410<\/td>\nSECTION 2405 SLOPED GLAZING AND SKYLIGHTS <\/td>\n<\/tr>\n
411<\/td>\nEquation 24-13
Equation 24-14
Equation 24-15
SECTION 2406 SAFETY GLAZING
TABLE 2406.1 MINIMUM CATEGORY CLASSIFICATION OF GLAZING <\/td>\n<\/tr>\n
412<\/td>\nTABLE 2406.1.5 [DSA-SS and OSHPD 1 and 4]IMPACT LOADS\u2014GLAZING <\/td>\n<\/tr>\n
413<\/td>\nSECTION 2407 GLASS IN HANDRAILS AND GUARDS
SECTION 2408 GLAZING IN ATHLETIC FACILITIES <\/td>\n<\/tr>\n
414<\/td>\nSECTION 2409 GLASS IN ELEVATOR HOISTWAY <\/td>\n<\/tr>\n
415<\/td>\nCALIFORNIA BUILDING CODE \u2013 MATRIX ADOPTION TABLE CHAPTER 25 \u2013 GYPSUM BOARD AND PLASTER <\/td>\n<\/tr>\n
417<\/td>\nCHAPTER 25 GYPSUM BOARD AND PLASTER
SECTION 2501 GENERAL
SECTION 2502 DEFINITIONS
SECTION 2503 INSPECTION
SECTION 2504 VERTICAL AND HORIZONTAL ASSEMBLIES <\/td>\n<\/tr>\n
418<\/td>\nSECTION 2505 SHEAR WALL CONSTRUCTION
SECTION 2506 GYPSUM BOARD MATERIALS
TABLE 2506.2 GYPSUM BOARD MATERIALS AND ACCESSORIES
SECTION 2507 LATHING AND PLASTERING <\/td>\n<\/tr>\n
419<\/td>\nTABLE 2507.2LATH, PLASTERING MATERIALS AND ACCESSORIES
SECTION 2508 GYPSUM CONSTRUCTION
TABLE 2508.1 INSTALLATION OF GYPSUM CONSTRUCTION <\/td>\n<\/tr>\n
420<\/td>\nTABLE 2508.5 SHEAR CAPACITY FOR HORIZONTAL WOOD FRAMED GYPSUM BOARD DIAPHRAGM CEILING ASSEMBLIES
SECTION 2509 GYPSUM BOARD IN SHOWERS AND WATERCLOSETS
SECTION 2510 LATHING AND FURRING FORCEMENT PLASTER (STUCCO) <\/td>\n<\/tr>\n
421<\/td>\nSECTION 2511 INTERIOR PLASTER
TABLE 2511.1.1 INSTALLATION OF PLASTER CONSTRUCTION
SECTION 2512 EXTERIOR PLASTER <\/td>\n<\/tr>\n
422<\/td>\nTABLE 2512.6 CEMENT PLASTERSa
SECTION 2513 EXPOSED AGGREGATE PLASTER <\/td>\n<\/tr>\n
425<\/td>\nCALIFORNIA BUILDING CODE \u2013 MATRIX ADOPTION TABLE CHAPTER 26 \u2013 PLASTIC <\/td>\n<\/tr>\n
427<\/td>\nCHAPTER 26 PLASTIC
SECTION 2601 GENERAL
SECTION 2602 DEFINITIONS
SECTION 2603 FOAM PLASTIC INSULATION <\/td>\n<\/tr>\n
430<\/td>\nFIGURE 2603.8 TERMITE INFESTATION PROBABILITY MAP
SECTION 2604 INTERIOR FINISH AND TRIM <\/td>\n<\/tr>\n
431<\/td>\nSECTION 2605 PLASTIC VENEER
SECTION 2606 LIGHT-TRANSMITTING PLASTICS <\/td>\n<\/tr>\n
432<\/td>\nSECTION 2607 LIGHT-TRANSMITTING PLASTIC WALL PANELS
TABLE 2607.4 AREA LIMITATION AND SEPARATION REQUIREMENTS FOR LIGHT-TRANSMITTING PLASTIC WALL PANELSa <\/td>\n<\/tr>\n
433<\/td>\nSECTION 2608 LIGHT-TRANSMITTING PLASTIC GLAZING
SECTION 2609 LIGHT-TRANSMITTING PLASTIC ROOF PANELS <\/td>\n<\/tr>\n
434<\/td>\nTABLE 2609.4 AREA LIMITATIONS FOR LIGHT-TRANSMITTINGPLASTIC ROOF PANELS
SECTION 2610 LIGHT-TRANSMITTING PLASTIC SKYLIGHT GLAZING
SECTION 2611 LIGHT-TRANSMITTING PLASTIC INTERIOR SIGNS <\/td>\n<\/tr>\n
435<\/td>\nCALIFORNIA BUILDING CODE \u2013 MATRIX ADOPTION TABLE CHAPTER 27 \u2013 ELECTRICAL <\/td>\n<\/tr>\n
437<\/td>\nCHAPTER 27 ELECTRICAL
SECTION 2701 GENERAL
SECTION 2702[F] EMERGENCY AND STANDBY POWER SYSTEMS <\/td>\n<\/tr>\n
439<\/td>\nCALIFORNIA BUILDING CODE \u2013 MATRIX ADOPTION TABLE CHAPTER 28 \u2013 MECHANICAL SYSTEMS <\/td>\n<\/tr>\n
441<\/td>\nCHAPTER 28 MECHANICAL SYSTEMS
SECTION 2801 GENERAL
SECTION 2802 [SFM]SPARK ARRESTERS <\/td>\n<\/tr>\n
443<\/td>\nCHAPTER 29 PLUMBING SYSTEMS
SECTION 2901 GENERAL <\/td>\n<\/tr>\n
445<\/td>\nCALIFORNIA BUILDING CODE \u2013 MATRIX ADOPTION TABLE CHAPTER 30 \u2013 ELEVATORS AND CONVEYING SYSTEMS <\/td>\n<\/tr>\n
447<\/td>\nCHAPTER 30 ELEVATORS AND CONVEYING SYSTEMS
SECTION 3001 GENERAL
SECTION 3002 HOISTWAY ENCLOSURES <\/td>\n<\/tr>\n
448<\/td>\nSECTION 3003 EMERGENCY OPERATIONS <\/td>\n<\/tr>\n
450<\/td>\nSECTION 3004 HOISTWAY VENTING
SECTION 3005 CONVEYING SYSTEMS <\/td>\n<\/tr>\n
451<\/td>\nSECTION 3006 MACHINE ROOMS
SECTION 3007 SPECIAL REQUIREMENTS FOR ELEVATORS IN HOSPITALS <\/td>\n<\/tr>\n
453<\/td>\nCALIFORNIA BUILDING CODE \u2013 MATRIX ADOPTION TABLE CHAPTER 31 \u2013 SPECIAL CONSTRUCTION <\/td>\n<\/tr>\n
455<\/td>\nCHAPTER 31 SPECIAL CONSTRUCTION
SECTION 3101 GENERAL
SECTION 3102 MEMBRANE STRUCTURES <\/td>\n<\/tr>\n
456<\/td>\nSECTION 3103 TEMPORARY STRUCTURES
SECTION 3104 PEDESTRIAN WALKWAYS AND TUNNELS <\/td>\n<\/tr>\n
457<\/td>\nSECTION 3105 AWNINGS AND CANOPIES <\/td>\n<\/tr>\n
458<\/td>\nSECTION 3106 MARQUEES
SECTION 3107 SIGNS
SECTION 3108 RADIO AND TELEVISION TOWERS
SECTION 3109 SWIMMING POOL ENCLOSURESAND SAFETY DEVICES <\/td>\n<\/tr>\n
463<\/td>\nCALIFORNIA BUILDING CODE \u2013 MATRIX ADOPTION TABLECHAPTER 31B \u2013 PUBLIC SWIMMING POOLS
CALIFORNIA BUILDING CODE \u2013 MATRIX ADOPTION TABLE CHAPTER 31B \u2013 PUBLIC SWIMMING POOLS <\/td>\n<\/tr>\n
465<\/td>\nCHAPTER 31B [DHS]PUBLIC SWIMMING POOLS
SECTION 3101B SCOPE
SECTION 3102B DEFINITIONS <\/td>\n<\/tr>\n
466<\/td>\nSECTION 3103B SPECIAL POOL CLASSIFICATIONS
SECTION 3104B ACCESSIBILITY TO THE PHYSICALLYHANDICAPPED PERSON
SECTION 3105 BALTERNATE EQUIPMENT, MATERIALS ANDMETHODS OF CONSTRUCTION
SECTION 3106B POOL CONSTRUCTION <\/td>\n<\/tr>\n
467<\/td>\nSECTION 3107B ADDITIONAL REQUIREMENTS FOR A TEMPORARYTRAINING POOL
SECTION 3108B POOL GEOMETRY
SECTION 3109B PERMANENT MARKINGS <\/td>\n<\/tr>\n
468<\/td>\nFIGURE 31B-1\u2014DEPTH AND CLEARANCE FOR POOLS WITH BOARDS ABOVE 30 INCHES (762 mm) <\/td>\n<\/tr>\n
469<\/td>\nFIGURE 31B-2\u2014DEPTH AND CLEARANCES FOR POOLS WITH DIVING BOARDS <\/td>\n<\/tr>\n
470<\/td>\nFIGURE 31B-3\u2014DEPTH AND CLEARANCES FOR POOLS WITHOUT DIVING BOARDS <\/td>\n<\/tr>\n
471<\/td>\nSECTION 3110B STEPS, RECESSED STEPS, LADDERS ANDRECESSED STAIRS (TREADS)
SECTION 3111B HANDHOLDS
SECTION 3112B DIVING BOARDS
SECTION 3113B POOL DECKS <\/td>\n<\/tr>\n
472<\/td>\nSECTION 3114B POOL LIGHTING
SECTION 3115B BATHHOUSE DRESSING,SHOWER AND TOILET FACILITIES
SECTION 3116B DRINKING FOUNTAINS <\/td>\n<\/tr>\n
473<\/td>\nSECTION 3117B HOSE BIBBS
SECTION 3118B ENCLOSURE OF POOL A
SECTION 3119B SIGNS <\/td>\n<\/tr>\n
474<\/td>\nFIGURE 31B-4-PERPENDICULAR FENCING DIMENSIONS ON SLOPING GROUND
FIGURE 31B-5-EFFECTIVE FENCING HEIGHT <\/td>\n<\/tr>\n
475<\/td>\nSECTION 3120B INDOOR POOL VENTILATION
SECTION 3121B FOUNDATIONS FOR POOL EQUIPMENT
SECTION 3122B GAS CHLORINATION EQUIPMENT ROOM
SECTION 3123B GENERAL REQUIRMENTS <\/td>\n<\/tr>\n
476<\/td>\nSECTION 3124B TURNOVER TIME
SECTION 3125B RECIRCULATION PIPING SYSTEM AND COMPONENTS
SECTION 3126B RECIRCULATION PUMP CAPACITY
SECTION 3127B WATER SUPPLY INLETS
SECTION 3128B FILTERS (ALL TYPES) <\/td>\n<\/tr>\n
477<\/td>\nSECTION 3129B RAPID SAND PRESSURE FILTERS
SECTION 3130B DIATOMACEOUS EARTH FILTERS
SECTION 3131B HIGH-RATE SAND FILTERS
SECTION 3132B CHEMICAL FEEDERS <\/td>\n<\/tr>\n
478<\/td>\nSECTION 3133B DISINFECTANT FEEDERS
SECTION 3134B POOL FITTINGS <\/td>\n<\/tr>\n
479<\/td>\nSECTION 3135B SPA POOL SPECIAL REQUIREMENTS
SECTION 3136B CLEANING SYSTEMS
SECTION 3137B WASTE WATER DISPOSAL <\/td>\n<\/tr>\n
480<\/td>\nSECTION 3138B Reserved
SECTION 3139B Reserved
SECTION 3140B Reserved
SECTION 3141B Reserved
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
SECTION 3160B <\/td>\n<\/tr>\n
481<\/td>\nSECTION 3161B <\/td>\n<\/tr>\n
483<\/td>\nCALIFORNIA BUILDING CODE\u2014MATRIX ADOPTION TABLE CHAPTER 31C \u2013 RADIATION
CALIFORNIA BUILDING CODE\u2014MATRIX ADOPTION TABLECHAPTER 31C \u2013 RADIATION <\/td>\n<\/tr>\n
485<\/td>\nCHAPTER 31C [DHS]RADIATION
SECTION 3101C SCOPE
SECTION 3102C RADIATION SHIELDING BARRIERS
SECTION 3103C MEDICAL RADIOGRAPHIC ANDPHOTOFLUOROGRAPHIC INSTALLATIONS
SECTION 3104C MEDICAL THERAPEUTIC X-RAY INSTALLATIONS <\/td>\n<\/tr>\n
487<\/td>\nCALIFORNIA BUILDING CODE \u2013 MATRIX ADOPTION TABLE CHAPTER 31D \u2013 FOOD ESTABLISHMENTS <\/td>\n<\/tr>\n
489<\/td>\nCHAPTER 31D [DHS]FOOD ESTABLISHMENTS
SECTION 3101D SCOPE
SECTION 3102D DEFINITIONS
SECTION 3103D BUILDING AND STRUCTURES <\/td>\n<\/tr>\n
491<\/td>\nCALIFORNIA BUILDING CODE \u2013 MATRIX ADOPTION TABLE CHAPTER 31E \u2013 TENTS AND MEMBRANE STRUCTURES <\/td>\n<\/tr>\n
493<\/td>\nCHAPTER 31E [SFM]TENTS AND MEMBRANE STRUCTURES
SECTION 3101E GENERAL PROVISIONS
SECTION 3102E DEFINITIONS
SECTION 3103E TENTS HAVING AN OCCUPANTLOAD OF 10 OR MORE
SECTION 3104E LOCATION OF TENTS <\/td>\n<\/tr>\n
494<\/td>\nSECTION 3105E STRUCTURAL REQUIREMENTS
SECTION 3106E EXIT REQUIREMENTS
SECTION 3107E HEATING EQUIPMENT
SECTION 3108E MEMBRANE (AIR-SUPPORTED ANDAIR-INFLATED) STRUCTURES
SECTION 3109E ALTERNATIVE MEANS OF PROTECTION <\/td>\n<\/tr>\n
495<\/td>\nTABLE 31E-A NUMBER AND WIDTH OF EXITS <\/td>\n<\/tr>\n
497<\/td>\nCALIFORNIA BUILDING CODE \u2013 MATRIX ADOPTION TABLE CHAPTER 31F \u2013 MARINE OIL TERMINALS <\/td>\n<\/tr>\n
499<\/td>\nCHAPTER 31F [SLC] MARINE OIL TERMINALS
SECTION 3101 [SLC]- INTRODUCTION <\/td>\n<\/tr>\n
500<\/td>\nSECTION 3102F-AUDIT AND INSPECTION
TABLE 31F-2-1 INTITIAL AUDIT REPORT SUBMISSION DEADLINE FOR EXISTING BERTHING SYSTEMS
TABLE 31F-2-2 MAXIMUM INTERVAL BETWEEN UNDERWATER AUDIT INSPECTIONS ( YEARS ) <\/td>\n<\/tr>\n
503<\/td>\nTABLE 31-F-2-3 UNDERWATER INSPECTION LEVELS OF EFFORT
TABLE 31F-2-4 SCOPE OF UNDERWATER INSPECTIONS <\/td>\n<\/tr>\n
504<\/td>\nTABLE 31-F-2-5 CONDITION ASSESSMENT RATINGS ( CAR ) <\/td>\n<\/tr>\n
505<\/td>\nTABLE 31F-2-6 COMPONENT DEFICIENCY REMEDIAL ACTION PRIORITIES <\/td>\n<\/tr>\n
506<\/td>\nTABLE 31F-2-7 STRUCTURAL FOLLOW-UP ACTIONS <\/td>\n<\/tr>\n
507<\/td>\nTABLE 31F-2-8 POST-EVENT RATINGS AND REMEDIAL ACTIONS <\/td>\n<\/tr>\n
509<\/td>\nFIGURE 31F-2-1 <\/td>\n<\/tr>\n
510<\/td>\nSECTION 3103F-STRUCTURAL LOADING CRITERIA
TABLE 31F-3-1 UNIT WEIGHTS
TABLE 31F-3-2 EQUIPMENT AND PIPING AREA LOADS <\/td>\n<\/tr>\n
511<\/td>\nEQUATION 3-1
EQUATION 3-2
EQUATION 3-3
EQUATION 3-4
EQUATION 3-5
EQUATION 3-6
EQUATION 3-7
TABLE 31F-3-3 RESPONSE SPECTRA FOR THE PORTS OF LOS ANGELES AND LONG BEACH, 475 YEAR RETURN PERIOD ( 5% CRITICAL DAMPING) <\/td>\n<\/tr>\n
512<\/td>\nTABLE 31F-3-4 RESPONSE SPECTRA FOR PORT HUENEME, 475 YEAR RETURN PERIOD ( 5% CRITICAL DAMPING)
TABLE 31F-3-5 VALUES OF Fa
TABLE 31F-3-6 VALUES OF Fv
FIGURE 31F-3-1 RESPONSE SPECTRA FOR THE PORTS OF LOS ANGELES AND LONG BEACH, 475 YEAR RETUN PERIOD ( 5% CRITICAL DAMPING)
FIGURE 31F-3-2 RESPONSE SPECTRA FOR PORT HUENEME, 475 YEAR RETURN PERIOD ( 5% CRITICAL DAMPING) <\/td>\n<\/tr>\n
513<\/td>\nEQUATION 3-8
EQUATION 3-9
EQUATION 3-10 <\/td>\n<\/tr>\n
514<\/td>\nTABLE 31F-3-7
EQUATION 3-11 <\/td>\n<\/tr>\n
515<\/td>\nEQUATION 3-12
EQUATION 3-13
EQUATION 3-14
FIGURE 31F-3-3 <\/td>\n<\/tr>\n
516<\/td>\nFIGURE 31F-3-4 CURRENT VELOCITY CORRECTION FACTOR <\/td>\n<\/tr>\n
517<\/td>\nTABLE 31F-3-8 TSUNAMI RUN-UP VALUES IN CALIFORNIA
EQUATION 3-15
EQUATION 3-16
EQUATION 3-17
EQUATION 3-18
EQUATION 3-19 <\/td>\n<\/tr>\n
518<\/td>\nEQUATION 3-20
TABLE 31F-3-9 BERTHING VELOCITY
TABLE 31F-3-10 SITE CONDITIONS <\/td>\n<\/tr>\n
519<\/td>\nTABLE 31F-3-12 LRFD LOAD FACTORS FOR LOAD COMBINATIONS
TABLE 31F-3-13 SERVICE OR ASD LOAD FACTORS FOR LOAD COMBINATIONS <\/td>\n<\/tr>\n
520<\/td>\nTABLE 31F-3-14 SAFETY FACTORS FOR ROPES
TABLE 31F-3-15 ALLOWABLE WORKING LOADS <\/td>\n<\/tr>\n
522<\/td>\nSECTION 3104F-SEISMIC ANALYSIS AND STRUCTURAL PERFORMANCE
FIGURE 31F-4-1 PIER AND WHARF CONFIGURATIONS
TABLE 31F-4-1 MOT RISK CLASSIFICATION <\/td>\n<\/tr>\n
523<\/td>\nTABLE 31F-4-2 SEISMIC PERFORMANCE CRITERIA
TABLE 31F-4-3 MINIMUM REQUIRED ANALYTICAL PROCEDURES
FIGURE 31F-4-2 SIMPLIFIED SINGLE PILE MODEL OF A TIMBER PILE SUPPORTED STRUCTURE <\/td>\n<\/tr>\n
524<\/td>\nEQUATION 4-1
EQUATION 4-2
EQUATION 4-3
FIGURE 31F-4-3 RELATION BETWEEN DUCTILITY AND EFFECTIVE DAMPING
EQUATION 4-4 <\/td>\n<\/tr>\n
525<\/td>\nFIGURE 31F-4-4 DESIGN DISPLACEMENT RESPONSE SPECTRA
EQUATION 4-5
EQUATION 4-6
FIGURE 31F-4-5 EFFECTIVE STIFFNESS
FIGURE 31F-4-6 STIFFNESS FOR LINEAR MODAL ANALYSIS <\/td>\n<\/tr>\n
526<\/td>\nEQUATION 4-7
EQUATION 4-8
EQUATION 4-9
EQUATION 4-10
EQUATION 4-11
EQUATION 4-12
EQUATION 4-13
EQUATION 4-14
FIGURE 31F-4-7 PLAN VIEW OF WHARF SEGMENT UNDER X AND Y SEISMIC EXCITATIONS <\/td>\n<\/tr>\n
527<\/td>\nFIGURE 31F-4-8 P EFFECT <\/td>\n<\/tr>\n
528<\/td>\nSECTION 3105F-MOORING AND BERTHING ANAYSIS AND DESIGN <\/td>\n<\/tr>\n
529<\/td>\nTABLE 31F-5-1 MOORING\/BERTHING RISK CLASSIFICATION
FIGURE 31F-5-2 HORIZONTAL LINE ANGLES
FIGURE 31F-5-3 VERTICAL LINE ANGLES
EQUATION 5-1
FIGURE 31F-5-4 PASSING VESSEL <\/td>\n<\/tr>\n
530<\/td>\nFIGURE 31F-5-5 BERTHING ENERGY CAPACITY
EQUATION 5-2
TABLE 31F-5-2 CONTACT LENGTH <\/td>\n<\/tr>\n
531<\/td>\nTABLE 31F-5-3 COEFFICIENT OF FRICTION <\/td>\n<\/tr>\n
533<\/td>\nSECTION 3106F GEOTECHNICAL HAZARDS AND FOUNDATIONS
TABLE 31F-6-1 SITE CLASSES
EQUATION 6-1 <\/td>\n<\/tr>\n
534<\/td>\nEQUATION 6-2 <\/td>\n<\/tr>\n
536<\/td>\nSECTION 3107F STRUCTURAL ANALYSIS AND DESIGN OF COMPONENTS <\/td>\n<\/tr>\n
537<\/td>\nTABLE 31F-7-2
TABLE 31F-7-3 EFFECTIVENESS ELASTIC STIFFNESS <\/td>\n<\/tr>\n
538<\/td>\nFIGURE 31F-7-1 STRESS STRAIN CURVES FOR CONFINED AND UNCONFINED CONCRETE
FIGURE 31F-7-2 STRESS STRAIN CURVE FOR MILD REINFORCING STEEL OR STRUCTURAL STEEL
FIGURE 31F-7-3 STRESS STAIN CURVE FOR PRESTRESSED STEEL
EQUATION 7-4
EQUATION 7-5
EQUATION 7-6 <\/td>\n<\/tr>\n
539<\/td>\nFIGURE 31F-7-4 INFLUENCE OF PILE\/SOIL STIFFNESS RATIO ON PLASTIC HINGE LENGTH
EQUATION 7-7
TABLE 31F-7-4 SUBGRADE MODULUS K
EQUATION 7-8
FIGURE 31F-7-5 MOMENT CURVATURE ANALYSIS
EQUATION 7-9
EQUATION 7-10
EQUATION 7-11
EQUATION 7-12 <\/td>\n<\/tr>\n
540<\/td>\nTABLE 31F-7-5 LIMITS OF STRAIN
EQUATION 7-13
EQUATION 7-14
EQUATION 7-15
EQUATION 7-16
EQUATION 7-17
FIGURE 31F-7-6 CONCRETE SHEAR MECHANISM <\/td>\n<\/tr>\n
541<\/td>\nEQUATION 7-18
FIGURE 31F-7-7 TRANSVERSE SHEAR MECHANISM
TABLE 31F-7-9 STRUCTURAL STEEL STRAIN LIMITS <\/td>\n<\/tr>\n
542<\/td>\nEQUATION 7-21
EQUATION 7-22
FIGURE 31F-7-9 DEVELOPMENT LENGTH
FIGURE 31F-7-10 DEGRADATION OF EFFECTIVE PRINCIPAL TENSION STRENGTH WITH JOINT SHEAR STRAIN
EQUATION 7-25
EQUATION 7-26
FIGURE 31F-7-11 REDUCED PILE MOMENT CAPACITY <\/td>\n<\/tr>\n
543<\/td>\nEQUATION 7-27
EQUATION 7-28
FIGURE 31F-7-12 JOINT ROTATION
EQUATION 7-29
EQUATION 7-30
EQUATION 7-31
FIGURE 31F-7-13 EQUIVALENT PILE CURVATURE
EQUATION 7-32
EQUATION 7-33 <\/td>\n<\/tr>\n
544<\/td>\nFIGURE 31F-7-14 PUSHOVER CURVE FOR ORDINARY BATTER PILES
EQUATION 7-34 <\/td>\n<\/tr>\n
545<\/td>\nTABLE 31F-7-7 MODULES OF ELASTICITY ( E ) FOR TYPICAL TIMBER PILES
FIGURE 31F-7-15 ASSUMED IN GROUND FIXITY
EQUATION 7-35
EQUATION 7-36
EQUATION 7-37
EQUATION 7-38
EQUATION 7-39
TABLE 31F-7-8 <\/td>\n<\/tr>\n
546<\/td>\nTABLE 31F-7-9 LIMITING STRAIN VALUES FOR TIMBER
EQUATION 7-40
EQUATION 7-41
EQUATION 7-42 <\/td>\n<\/tr>\n
548<\/td>\nSECTION 3108F FIRE PREVENTION, DETECTION AND SUPPRESSION
EQUATION 8-1 <\/td>\n<\/tr>\n
549<\/td>\nTABLE 31F-8-4 CARGO LIQUID HAZARD CLASS
TABLE 31F-8-2 FIRE HAZARD CLASSIFICATIONS <\/td>\n<\/tr>\n
550<\/td>\nTABLE 31F-8-3 MINIMUM FIRE SUPPRESSION PROVISIONS <\/td>\n<\/tr>\n
552<\/td>\nSECTION 3109F PIPING AND PIPELINES
TABLE 3109F-9-1 COEFICIENTS OF STATIC FRICTION <\/td>\n<\/tr>\n
554<\/td>\nSECTION 3110F MECHANICAL AND ELECTRICAL EQUIPMENT <\/td>\n<\/tr>\n
557<\/td>\nSECTION 3111F ELECTRICAL SYSTEMS <\/td>\n<\/tr>\n
559<\/td>\nCALIFORNIA BUILDING CODE-MATROX ADOPTION TABLE CHAPTER 32- ENCROACHMENTS INTO THE PUBLIC RIGHT-OF-WAY <\/td>\n<\/tr>\n
561<\/td>\nCHAPTER 32 ENCROACHMENTS INTO THE PUBLIC RIGHT OF WAY
SECTION 3201 GENERAL
SECTION 3202 ENCROACHMENTS <\/td>\n<\/tr>\n
563<\/td>\nCALIFORNIA BUILDING CODE \u2013 MATRIX ADOPTION TABLE CHAPTER 33 \u2013 SAFEGUARDS DURING CONSTRUCTION <\/td>\n<\/tr>\n
565<\/td>\nCHAPTER 33 SAFEGUARDS DURING CONSTRUCTION
SECTION 3301 GENERAL
SECTION 3302 CONSTRUCTION SAFEGUARDS
SECTION 3303 DEMOLITION
SECTION 3304 SITE WORK
SECTION 3305 SANITARY
SECTION 3306 PROTECTION OF PEDESTRIANS <\/td>\n<\/tr>\n
566<\/td>\nTABLE 3306.1 PROTECTION OF PEDESTRIANS <\/td>\n<\/tr>\n
567<\/td>\nSECTION 3307 PROTECTION OF ADJOINING PROPERTY
SECTION 3308 TEMPORARY USE OF STREETS, ALLEYS AND PUBLIC PROPERTY
SECTION 3309 FIRE EXTINGUISHERS
SECTION 3310 EXITS
SECTION 3311 STANDPIPES <\/td>\n<\/tr>\n
568<\/td>\nSECTION 3312 AUTOMATIC SPRINKLER SYSTEM <\/td>\n<\/tr>\n
569<\/td>\nCALIFORNIA BUILDING CODE \u2013 MATRIX ADOPTION TABLE CHAPTER 34 \u2013 EXISTING STRUCTURES <\/td>\n<\/tr>\n
571<\/td>\nCHAPTER 34 EXISTING STRUCTURES
SECTION 3401 GENERAL
SECTION 3402 DEFINITIONS
SECTION 3403 ADDITIONS, ALTERATIONS OR REPAIRS <\/td>\n<\/tr>\n
573<\/td>\nSECTION 3404 FIRE ESCAPES
SECTION 3405 GLASS REPLACEMENT <\/td>\n<\/tr>\n
574<\/td>\nSECTION 3406 CHANGE OF OCCUPANCY
SECTION 3407 HISTORICAL BUILDINGS
SECTION 3408 MOVED STRUCTURES
SECTION 3409 Reserved
SECTION 3410 COMPLIANCE ALTERNATIVES <\/td>\n<\/tr>\n
576<\/td>\nEquation 34-1
Equation 34-2
Equation 34-3
TABLE 3410.6.3 COMPARTMENTATION VALUES <\/td>\n<\/tr>\n
577<\/td>\nTABLE 3410.6.4 SEPARATION VALUES
TABLE 3410.6.5 CORRIDOR WALL VALUES <\/td>\n<\/tr>\n
578<\/td>\nEquation 34-4
TABLE 3410.6.6(1) VERTICAL OPENING PROTECTION VALUE
TABLE 3410.6.6(2) CONSTRUCTION-TYPE FACTOR
TABLE 3410.6.8 AUTOMATIC FIRE DETECTION VALUES
TABLE 3410.6.9 FIRE ALARM SYSTEM VALUES <\/td>\n<\/tr>\n
579<\/td>\nTABLE 3410.6.10 SMOKE CONTROL VALUES
TABLE 3410.6.11 MEANS OF EGRESS VALUES <\/td>\n<\/tr>\n
580<\/td>\nTABLE 3410.6.12 DEAD-END VALUES
TABLE 3410.6.14 ELEVATOR CONTROL VALUES
TABLE 3410.6.15 MEANS OF EGRESS EMERGENCY LIGHTING VALUES <\/td>\n<\/tr>\n
581<\/td>\nTABLE 3410.6.16 MIXED OCCUPANCY VALUESa
TABLE 3410.6.17 SPRINKLER SYSTEM VALUES
TABLE 3410.6.18 INCIDENTAL USE AREA VALUESa <\/td>\n<\/tr>\n
582<\/td>\nTABLE 3410.7 SUMMARY SHEET\u2014BUILDING CODE <\/td>\n<\/tr>\n
583<\/td>\nTABLE 3410.8 MANDATORY SAFETY SCORESa
TABLE 3410.9 EVALUATION FORMULASa
SECTION 3411 [SFM]EXISTING GROUP R-1 AND GROUP R-2OCCUPANCIES <\/td>\n<\/tr>\n
586<\/td>\nSECTION 3412 [SFM]EXISTING HIGH-RISE BUILDINGS <\/td>\n<\/tr>\n
588<\/td>\nSECTION 3413 [SFM]EXISTING GROUP I OCCUPANCIES
SECTION 3414 [SFM]EXISTING GROUP L OCCUPANCIES <\/td>\n<\/tr>\n
589<\/td>\nSECTION 3415 EARTHQUAKE EVALUATION AND DESIGN FORRETROFIT OF EXISTING BUILDINGS <\/td>\n<\/tr>\n
590<\/td>\nTABLE 3415.5 SEISMIC PERFORMANCE REQUIREMENTS BY BUILDING REGULATORY AUTHORITY AND OCCUPANCY CATEGORY.ALL BUILDINGS NOT REGULATED BY DSA ARE ASSIGNED AS \u201cSTATE-OWNED\u201d\u009d <\/td>\n<\/tr>\n
591<\/td>\nSECTION 3416 DEFINITIONS
SECTION 3417 SEISMIC CRITERIA SELECTION FOR EXISTING BUILDINGS <\/td>\n<\/tr>\n
594<\/td>\nSECTION 3418 METHOD A
SECTION 3419 METHOD B <\/td>\n<\/tr>\n
595<\/td>\nSECTION 3420 PEER REVIEW REQUIREMENTS <\/td>\n<\/tr>\n
596<\/td>\nSECTION 3421 ADDITIONAL REQUIREMENTS FOR PUBLIC SCHOOLS <\/td>\n<\/tr>\n
597<\/td>\nCALIFORNIA BUILDING CODE- MATRIX ADOPTION TABLE CHAPTER 34A \u2013 EXISTING STRUCTURES <\/td>\n<\/tr>\n
599<\/td>\nCHAPTER 34A EXISTING STRUCTURES
SECTION 3401A GENERAL
SECTION 3402A DEFINITIONS <\/td>\n<\/tr>\n
600<\/td>\nSECTION 3403A ADDITIONS, ALTERATIONS OR REPAIRS <\/td>\n<\/tr>\n
601<\/td>\nSECTION 3404A FIRE ESCAPES <\/td>\n<\/tr>\n
602<\/td>\nSECTION 3405A GLASS REPLACEMENT
SECTION 3406A CHANGE OF OCCUPANCY
SECTION 3407A HISTORIC BUILDINGS
SECTION 3408A MOVED STRUCTURES
SECTION 3409A Reserved
SECTION 3410A COMPLIANCE ALTERNATIVES <\/td>\n<\/tr>\n
604<\/td>\nEquation 34A-1
Equation 34A-2
Equation 34A-3
TABLE 3410A.6.3 COMPARTMENTATION VALUES <\/td>\n<\/tr>\n
605<\/td>\nTABLE 3410A.6.4 SEPARATION VALUES
TABLE 3410A.6.5 CORRIDOR WALL VALUES <\/td>\n<\/tr>\n
606<\/td>\nTABLE 3410A.6.6(1 )VERTICAL OPENING PROTECTION VALUE
TABLE 3410A.6.6(2) CONSTRUCTION-TYPE FACTOR
Equation 34A-4
TABLE 3410A.6.8 AUTOMATIC FIRE DETECTION VALUES
TABLE 3410A.6.9 FIRE ALARM SYSTEM VALUES <\/td>\n<\/tr>\n
607<\/td>\nTABLE 3410A.6.10 SMOKE CONTROL VALUES
TABLE 3410A.6.11 MEANS OF EGRESS VALUES <\/td>\n<\/tr>\n
608<\/td>\nTABLE 3410A.6.12 DEAD-END VALUES
TABLE 3410A.6.14 ELEVATOR CONTROL VALUES
TABLE 3410A.6.15 MEANS OF EGRESS EMERGENCY LIGHTING VALUES <\/td>\n<\/tr>\n
609<\/td>\nTABLE 3410A.6.16 MIXED OCCUPANCY VALUESa
TABLE 3410A.6.17 SPRINKLER SYSTEM VALUES
TABLE 3410A.6.18 INCIDENTAL USE AREA VALUESa <\/td>\n<\/tr>\n
610<\/td>\nTABLE 3410A.7 SUMMARY SHEET \u2014 BUILDING CODE <\/td>\n<\/tr>\n
611<\/td>\nTABLE 3410A.8 MANDATORY SAFETY SCORESa
TABLE 3410A.9 EVALUATION FORMULASa
SECTION 3411A ADDITIONS, ALTERATIONS, REPAIRS AND SEISMIC RETROFIT TO EXISTING BUILDINGS OR STRUCTURES <\/td>\n<\/tr>\n
612<\/td>\nSECTION 3412A EARTHQUAKE EVALUATION AND DESIGN FOR RETROFIT OF EXISTING HOSPITAL BUILDINGS <\/td>\n<\/tr>\n
613<\/td>\nSECTION 3413A SEISMIC REHABILITATION OF BUILDINGS <\/td>\n<\/tr>\n
616<\/td>\nSECTION 3414A PEER REVIEW REQUIREMENTS <\/td>\n<\/tr>\n
617<\/td>\nCALIFORNIA BUILDING CODE \u2013 MATRIX ADOPTION TABLE CHAPTER 35 \u2013 REFERENCED STANDARDS <\/td>\n<\/tr>\n
619<\/td>\nCHAPTER 35 REFERENCED STANDARDS
AA
AAMA
ACI <\/td>\n<\/tr>\n
620<\/td>\nAF&PA
AHA
AISC
AISI <\/td>\n<\/tr>\n
621<\/td>\nAITC
ALI
ANSI <\/td>\n<\/tr>\n
622<\/td>\nAPA
ASAE
ASCE\/SEI <\/td>\n<\/tr>\n
623<\/td>\nASME
ASTM <\/td>\n<\/tr>\n
629<\/td>\nAWCI
AWPA <\/td>\n<\/tr>\n
630<\/td>\nBHMA
CGSB
CSA
CPSC <\/td>\n<\/tr>\n
631<\/td>\nCSSB
DASMA
DOC
DOL
DOTn
FEMA <\/td>\n<\/tr>\n
632<\/td>\nFM
GA
HPVA
ICC
ISO <\/td>\n<\/tr>\n
633<\/td>\nNAAMM
NCMA
NFPA <\/td>\n<\/tr>\n
635<\/td>\nPCI
PTI
RMI
SFM
SJI <\/td>\n<\/tr>\n
636<\/td>\nSPRI
TIA
TMS
TPI
UL <\/td>\n<\/tr>\n
638<\/td>\nULC <\/td>\n<\/tr>\n
639<\/td>\nUSC
WDMA
WRI <\/td>\n<\/tr>\n
641<\/td>\nCALIFORNIA BUILDING CODE \u2013 MATRIX ADOPTION TABLE APPENDIX CHAPTER 1 \u2013 ADMINISTRATION <\/td>\n<\/tr>\n
643<\/td>\nAPPENDIX CHAPTER 1 ADMINISTRATION
SECTION 101 GENERAL
SECTION 102 APPLICABILITY <\/td>\n<\/tr>\n
644<\/td>\nSECTION 103 DEPARTMENT OF BUILDING SAFETY
SECTION 104 DUTIES AND POWERS OF BUILDING OFFICIAL <\/td>\n<\/tr>\n
645<\/td>\nSECTION 105 PERMITS <\/td>\n<\/tr>\n
647<\/td>\nSECTION 106 CONSTRUCTION DOCUMENTS <\/td>\n<\/tr>\n
648<\/td>\nSECTION 107 TEMPORARY STRUCTURES AND USES
SECTION 108 FEES <\/td>\n<\/tr>\n
649<\/td>\nSECTION 109 INSPECTIONS <\/td>\n<\/tr>\n
650<\/td>\nSECTION 110 CERTIFICATE OF OCCUPANCY
SECTION 111 SERVICE UTILITIES
SECTION 112 BOARD OF APPEALS
SECTION 113 VIOLATIONS <\/td>\n<\/tr>\n
651<\/td>\nSECTION 114 STOP WORK ORDER
SECTION 115 UNSAFE STRUCTURES AND EQUIPMENT <\/td>\n<\/tr>\n
653<\/td>\nCALIFORNIA BUILDING CODE\u2014MATRIX ADOPTION TABLE APPENDIX A\u2014EMPLOYEE QUALIFICATIONS(Not Adopted by State Agencies) <\/td>\n<\/tr>\n
655<\/td>\nSECTION A101 BUILDING OFFICIAL QUALIFICATIONS
APPENDIX A EMPLOYEE QUALIFICATIONS
SECTION A101 BUILDING OFFICIAL QUALIFICATIONS
SECTION A102 REFERENCED STANDARDS <\/td>\n<\/tr>\n
657<\/td>\nCALIFORNIA BUILDING CODE\u2014MATRIX ADOPTION TABLE APPENDIX B\u2014BOARD OF APPEALS(Not Adopted by State Agencies) <\/td>\n<\/tr>\n
659<\/td>\nAPPENDIX B BOARD OF APPEALS
SECTION B101 GENERAL <\/td>\n<\/tr>\n
661<\/td>\nCALIFORNIA BUILDING CODE\u2014MATRIX ADOPTION TABLE APPENDIX C \u2013 GROUP U\u2014AGRICULTURAL BUILDINGS <\/td>\n<\/tr>\n
663<\/td>\nAPPENDIX C GROUP U\u2014AGRICULTURAL BUILDINGS
SECTION C101 GENERAL
SECTION C102 ALLOWABLE HEIGHT AND AREA
TABLE C102.1\u2014BASIC ALLOWABLE AREA FOR A GROUP U,ONE STORY IN HEIGHT AND MAXIMUM HEIGHT OF SUCH OCCUPANCY
SECTION C103 MIXED OCCUPANCIES
SECTION C104 EXITS <\/td>\n<\/tr>\n
665<\/td>\nCALIFORNIA BUILDING CODE\u2014MATRIX ADOPTION TABLE APPENDIX D\u2014FIRE DISTRICTS(Not Adopted by State Agencies) <\/td>\n<\/tr>\n
667<\/td>\nAPPENDIX D FIRE DISTRICTS
SECTION D101 GENERAL
SECTION D102 BUILDING RESTRICTIONS <\/td>\n<\/tr>\n
668<\/td>\nSECTION D103 CHANGES TO BUILDINGS
SECTION D104 BUILDINGS LOCATED PARTIALLYIN THE FIRE DISTRICT
SECTION D105 EXCEPTIONS TO RESTRICTIONS IN FIRE DISTRICT <\/td>\n<\/tr>\n
669<\/td>\nSECTION D106 REFERENCED STANDARDS <\/td>\n<\/tr>\n
671<\/td>\nCALIFORNIA BUILDING CODE\u2014MATRIX ADOPTION TABLE APPENDIX E\u2014RESERVED <\/td>\n<\/tr>\n
673<\/td>\nAPPENDIX E RESERVED <\/td>\n<\/tr>\n
675<\/td>\nCALIFORNIA BUILDING CODE\u2014MATRIX ADOPTION TABLE APPENDIX F\u2014RODENTPROOFING(Not Adopted by State Agencies) <\/td>\n<\/tr>\n
677<\/td>\nAPPENDIX F RODENTPROOFING
SECTION F101 GENERAL <\/td>\n<\/tr>\n
679<\/td>\nCALIFORNIA BUILDING CODE\u2014MATRIX ADOPTION TABLE APPENDIX G \u2013 FLOOD-RESISTANT CONSTRUCTION(Not Adopted by State Agencies) <\/td>\n<\/tr>\n
681<\/td>\nAPPENDIX G FLOOD-RESISTANT CONSTRUCTION
SECTION G101 ADMINISTRATION
SECTION G102 APPLICABILITY
SECTION G103 POWERS AND DUTIES <\/td>\n<\/tr>\n
682<\/td>\nSECTION G104 PERMITS
SECTION G105 VARIANCES <\/td>\n<\/tr>\n
683<\/td>\nSECTION G106 DEFINITIONS <\/td>\n<\/tr>\n
684<\/td>\nSECTION G107 SUBDIVISIONS
SECTION G108 SITE IMPROVEMENT
SECTION G109 MANUFACTURED HOMES
SECTION G110 RECREATIONAL VEHICLES <\/td>\n<\/tr>\n
685<\/td>\nSECTION G111 TANKS
SECTION G112 OTHER BUILDING WORK
SECTION G113 REFERENCED STANDARDS <\/td>\n<\/tr>\n
687<\/td>\nCALIFORNIA BUILDING CODE\u2014MATRIX ADOPTION TABLEAPPENDIX H \u2013 SIGNS(Not Adopted by State Agencies) <\/td>\n<\/tr>\n
689<\/td>\nAPPENDIX H SIGNS
SECTION H101 GENERAL
SECTION H102 DEFINITIONS
SECTION H103 LOCATION
SECTION H104 IDENTIFICATION
SECTION H105 DESIGN AND CONSTRUCTION <\/td>\n<\/tr>\n
690<\/td>\nSECTION H106 ELECTRICAL
SECTION H107 COMBUSTIBLE MATERIALS
SECTION H108 ANIMATED DEVICES
SECTION H109 GROUND SIGNS <\/td>\n<\/tr>\n
691<\/td>\nSECTION H110 ROOF SIGNS
SECTION H111 WALL SIGNS
SECTION H112 PROJECTING SIGNS <\/td>\n<\/tr>\n
692<\/td>\nSECTION H113 MARQUEE SIGNS
SECTION H114 PORTABLE SIGNS
TABLE 4-ASIZE, THICKNESS AND TYPE OF GLASS PANELS IN SIGNS
TABLE 4-BTHICKNESS OF PROJECTION SIGN
SECTION H115 REFERENCED STANDARDS <\/td>\n<\/tr>\n
693<\/td>\nCALIFORNIA BUILDING CODE- MATRIX ADOPTION TABLEAPPENDIX I – PATIO COVERS <\/td>\n<\/tr>\n
695<\/td>\nAPPENDIX I PATIO COVERS
SECTION I101 GENERAL
SECTION I102 DEFINITIONS
SECTION I103 EXTERIOR OPENINGS
SECTION I104 STRUCTURAL PROVISIONS <\/td>\n<\/tr>\n
699<\/td>\nAPPENDIX J GRADING
SECTION J101 GENERAL
SECTION J102 DEFINITIONS
SECTION J103 PERMITS REQUIRED
SECTION J104 PERMIT APPLICATION AND SUBMITTALS <\/td>\n<\/tr>\n
700<\/td>\nSECTION J105 INSPECTIONS
SECTION J106 EXCAVATIONS
FIGURE J107.3 BENCHING DETAILS <\/td>\n<\/tr>\n
701<\/td>\nSECTION J107 FILLS
SECTION J108 SETBACKS
FIGURE J108.1DRAINAGE DIMENSIONS
SECTION J109 DRAINAGE AND TERRACING <\/td>\n<\/tr>\n
702<\/td>\nSECTION J110 EROSION CONTROL
SECTION J111 REFERENCED STANDARDS <\/td>\n<\/tr>\n
703<\/td>\nINDEX <\/td>\n<\/tr>\n<\/table>\n","protected":false},"excerpt":{"rendered":"

California Building Code – Title 24 Part 2 Vol I & II, Part 7, Part 8, and Part 10<\/b><\/p>\n\n\n\n\n
Published By<\/td>\nPublication Date<\/td>\nNumber of Pages<\/td>\n<\/tr>\n
CA<\/b><\/a><\/td>\n2007<\/td>\n735<\/td>\n<\/tr>\n<\/tbody>\n<\/table>\n","protected":false},"featured_media":6505,"template":"","meta":{"rank_math_lock_modified_date":false,"ep_exclude_from_search":false},"product_cat":[2720],"product_tag":[],"class_list":{"0":"post-6504","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\/6504","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\/6505"}],"wp:attachment":[{"href":"https:\/\/pdfstandards.shop\/wp-json\/wp\/v2\/media?parent=6504"}],"wp:term":[{"taxonomy":"product_cat","embeddable":true,"href":"https:\/\/pdfstandards.shop\/wp-json\/wp\/v2\/product_cat?post=6504"},{"taxonomy":"product_tag","embeddable":true,"href":"https:\/\/pdfstandards.shop\/wp-json\/wp\/v2\/product_tag?post=6504"}],"curies":[{"name":"wp","href":"https:\/\/api.w.org\/{rel}","templated":true}]}}