{"id":6519,"date":"2024-10-16T18:35:06","date_gmt":"2024-10-16T18:35:06","guid":{"rendered":"https:\/\/pdfstandards.shop\/product\/uncategorized\/california-existing-building-code-title-24-part-10\/"},"modified":"2024-10-24T10:43:12","modified_gmt":"2024-10-24T10:43:12","slug":"california-existing-building-code-title-24-part-10","status":"publish","type":"product","link":"https:\/\/pdfstandards.shop\/product\/publishers\/ca\/california-existing-building-code-title-24-part-10\/","title":{"rendered":"California Existing Building Code – Title 24, Part 10"},"content":{"rendered":"
PDF Pages<\/th>\n | PDF Title<\/th>\n<\/tr>\n | ||||||
---|---|---|---|---|---|---|---|
1<\/td>\n | 2007 CALIFORNIA EXISTING BUILDING CODE <\/td>\n<\/tr>\n | ||||||
2<\/td>\n | COPYRIGHT \u00a9 <\/td>\n<\/tr>\n | ||||||
3<\/td>\n | TABLE OF CONTENTS <\/td>\n<\/tr>\n | ||||||
5<\/td>\n | APPENDIX CHAPTER A1 \u2013 SEISMIC STRENGTHENING PROVISIONS FOR UNREINFORCED MASONRY BEARING WALL BUILDINGS <\/td>\n<\/tr>\n | ||||||
7<\/td>\n | APPENDIX CHAPTER A1 SEISMIC STRENGTHENING PROVISIONS FOR UNREINFORCED MASONRY BEARING WALL BUILDINGS SECTION A100 APPLICATION SECTION A101 PURPOSE SECTION A102 SCOPE SECTION A103 DEFINITIONS <\/td>\n<\/tr>\n | ||||||
8<\/td>\n | SECTION A104 SYMBOLS AND NOTATIONS <\/td>\n<\/tr>\n | ||||||
9<\/td>\n | SECTION A105 GENERAL REQUIREMENTS SECTION A106 MATERIALS REQUIREMENTS <\/td>\n<\/tr>\n | ||||||
10<\/td>\n | (Equation A1-1) (Equation A1-2) <\/td>\n<\/tr>\n | ||||||
11<\/td>\n | SECTION A107 QUALITY CONTROL <\/td>\n<\/tr>\n | ||||||
12<\/td>\n | SECTION A108 DESIGN STRENGTHS (Equation A1-4) (Equation A1-5) (Equation A1-6) SECTION A109 ANALYSIS AND DESIGN PROCEDURE SECTION A110 GENERAL PROCEDURE (Equation A1-7) <\/td>\n<\/tr>\n | ||||||
13<\/td>\n | SECTION A111 SPECIAL PROCEDURE (Equation A1-8) (Equation A1-9) (Equation A1-10) (Equation A1-11) (Equation A1-12) <\/td>\n<\/tr>\n | ||||||
14<\/td>\n | (Equation A1-13) (Equation A1-14) (Equation A1-15) (Equation A1-16) (Equation A1-17) (Equation A1-18) (Equation A1-19) SECTION A112 ANALYSIS AND DESIGN (Equation A1-20) (Equation A1-21) (Equation A1-22) <\/td>\n<\/tr>\n | ||||||
15<\/td>\n | (Equation A1-23) (Equation A1-24) (Equation A1-25) SECTION A113 DETAILED SYSTEM DESIGN REQUIREMENTS <\/td>\n<\/tr>\n | ||||||
16<\/td>\n | SECTION A114 WALLS OF UNBURNED CLAY, ADOBE OR STONEMASONRY <\/td>\n<\/tr>\n | ||||||
17<\/td>\n | TABLE A1-A\u2014ELEMENTS REGULATED BY THIS CHAPTER TABLE A1-B\u2014ALLOWABLE VALUE OF HEIGHT-TO-THICKNESS RATIO OF UNREINFORCED MASONRY WALLS TABLE A1-C\u2014HORIZONTAL FORCE FACTOR, Cp <\/td>\n<\/tr>\n | ||||||
18<\/td>\n | TABLE A1-D\u2014STRENGTH VALUES FOR EXISTING MATERIALS <\/td>\n<\/tr>\n | ||||||
19<\/td>\n | TABLE A1-E\u2014STRENGTH VALUES OF NEW MATERIALS USEDIN CONJUNCTION WITH EXISTING CONSTRUCTION TABLE A1-F\u2014MAXIMUM ALLOWABLE HEIGHT-TO-THICKNESS RATIOS FOR PARAPETS TABLE A1-G\u2014MAXIMUM HEIGHT-TO-THICKNESS RATIOS FOR ADOBE OR STONE WALLS <\/td>\n<\/tr>\n | ||||||
20<\/td>\n | FIGURE A1-1 ACCEPTABLE DIAPHRAGM SPAN <\/td>\n<\/tr>\n | ||||||
21<\/td>\n | FIGURE A1-2 ANALYSIS OF URM WALL IN-PLANE SHEAR FORCES <\/td>\n<\/tr>\n | ||||||
23<\/td>\n | REFERENCED STANDARDS UNIFORM BUILDING CODE STANDARD 21\u20134 HOLLOW AND SOLID LOAD-BEARING CONCRETE MASONRY UNITS Section 21.401 \u2014 Scope Section 21.402 \u2014 Classification Section 21.403 \u2014 Materials Section 21.404 \u2014 Physical Requirements Section 21.405 \u2014 Minimum Face-shell and Web Thicknesses Section 21.406 \u2014 Permissible Variations in Dimensions <\/td>\n<\/tr>\n | ||||||
24<\/td>\n | Section 21.407 \u2014 Visual Inspection Section 21.408 \u2014 Methods of Sampling and Testing Section 21.409 \u2014 Rejection TABLE 21\u20134-AMOISTURE CONTENT REQUIREMENTS FOR TYPE I UNITS TABLE 21\u20134-B STRENGTH AND ABSORPTION REQUIREMENTS <\/td>\n<\/tr>\n | ||||||
25<\/td>\n | TABLE 21\u20134-C MINIMUM THICKNESS OF FACE-SHELLS AND WEBS <\/td>\n<\/tr>\n | ||||||
26<\/td>\n | UNIFORM BUILDING CODE STANDARD 21-6IN-PLACE MASONRY SHEAR TESTS SECTION 21.601 \u2014 SCOPE SECTION 21.602 \u2014 PREPARATION OF SAMPLE SECTION 21.603 \u2014 APPLICATION OF LOAD AND DETERMINATION OF RESULTS UNIFORM BUILDING CODE STANDARD 21-7 TESTS OF ANCHORS IN UNREINFORCED MASONRY WALLS SECTION 21.701 \u2014 SCOPE SECTION 21.702 \u2014 DIRECT TENSION TESTING OF EXISTING ANCHORS AND NEW BOLTS SECTION 21.703 \u2014 TORQUE TESTING OF NEW BOLTS SECTION 21.704 \u2014 PREQUALIFICATION TEST FOR BOLTS AND OTHER TYPES OF ANCHORS SECTION 21.705 \u2014 REPORTS <\/td>\n<\/tr>\n | ||||||
27<\/td>\n | UNIFORM BUILDING CODE STANDARD 21-8 POINTING OF UNREINFORCED MASONRY WALLS SECTION 21.801 \u2014 SCOPE SECTION 21.802 \u2014 JOINT PREPARATION SECTION 21.803 \u2014 MORTAR PREPARATION SECTION 21.804 \u2014 PACKING <\/td>\n<\/tr>\n | ||||||
28<\/td>\n | UNIFORM BUILDING CODE STANDARD 21\u201313 HYDRATED LIME FOR MASONRY PURPOSES Section 21.1301 \u2014 Scope Section 21.1302 \u2014 Definition Section 21.1303 \u2014 Additions Section 21.1304 \u2014 Manufacturer\u2019s Statement Section 21.1305 \u2014 Chemical RequirementsComposition Section 21.1306 \u2014 Residue, Popping and Pitting Section 21.1307 \u2014 Plasticity Section 21.1308 \u2014 Water Retention Section 21.1309 \u2014 Special Marking <\/td>\n<\/tr>\n | ||||||
29<\/td>\n | Section 21.1310 \u2014 Quality Control TABLE 21\u201313\u2013A\u2014CHEMICAL REQUIREMENTS <\/td>\n<\/tr>\n | ||||||
31<\/td>\n | HISTORY NOTE APPENDIXCALIFORNIA EXISTING BUILDING CODE (Title 24, Part 10, California Code of Regulations) <\/td>\n<\/tr>\n | ||||||
33<\/td>\n | HELPFUL REFERENCES FOR MASTERING THE 2007 CALIFORNIA BUILDING CODE <\/td>\n<\/tr>\n | ||||||
34<\/td>\n | INTERNATIONAL CODE COUNCIL\u00ae ORDER FORM <\/td>\n<\/tr>\n<\/table>\n","protected":false},"excerpt":{"rendered":" California Existing Building Code – Title 24, Part 10<\/b><\/p>\n |