California Existing Building Code – Title 24, Part 10:2007 Edition

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California Existing Building Code – Title 24, Part 10

Published By	Publication Date	Number of Pages
CA	2007	34

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PDF Pages	PDF Title
1	2007 CALIFORNIA EXISTING BUILDING CODE
2	COPYRIGHT ©
3	TABLE OF CONTENTS
5	APPENDIX CHAPTER A1 – SEISMIC STRENGTHENING PROVISIONS FOR UNREINFORCED MASONRY BEARING WALL BUILDINGS
7	APPENDIX CHAPTER A1 SEISMIC STRENGTHENING PROVISIONS FOR UNREINFORCED MASONRY BEARING WALL BUILDINGS SECTION A100 APPLICATION SECTION A101 PURPOSE SECTION A102 SCOPE SECTION A103 DEFINITIONS
8	SECTION A104 SYMBOLS AND NOTATIONS
9	SECTION A105 GENERAL REQUIREMENTS SECTION A106 MATERIALS REQUIREMENTS
10	(Equation A1-1) (Equation A1-2)
11	SECTION A107 QUALITY CONTROL
12	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)
13	SECTION A111 SPECIAL PROCEDURE (Equation A1-8) (Equation A1-9) (Equation A1-10) (Equation A1-11) (Equation A1-12)
14	(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)
15	(Equation A1-23) (Equation A1-24) (Equation A1-25) SECTION A113 DETAILED SYSTEM DESIGN REQUIREMENTS
16	SECTION A114 WALLS OF UNBURNED CLAY, ADOBE OR STONEMASONRY
17	TABLE A1-A—ELEMENTS REGULATED BY THIS CHAPTER TABLE A1-B—ALLOWABLE VALUE OF HEIGHT-TO-THICKNESS RATIO OF UNREINFORCED MASONRY WALLS TABLE A1-C—HORIZONTAL FORCE FACTOR, Cp
18	TABLE A1-D—STRENGTH VALUES FOR EXISTING MATERIALS
19	TABLE A1-E—STRENGTH VALUES OF NEW MATERIALS USEDIN CONJUNCTION WITH EXISTING CONSTRUCTION TABLE A1-F—MAXIMUM ALLOWABLE HEIGHT-TO-THICKNESS RATIOS FOR PARAPETS TABLE A1-G—MAXIMUM HEIGHT-TO-THICKNESS RATIOS FOR ADOBE OR STONE WALLS
20	FIGURE A1-1 ACCEPTABLE DIAPHRAGM SPAN
21	FIGURE A1-2 ANALYSIS OF URM WALL IN-PLANE SHEAR FORCES
23	REFERENCED STANDARDS UNIFORM BUILDING CODE STANDARD 21–4 HOLLOW AND SOLID LOAD-BEARING CONCRETE MASONRY UNITS Section 21.401 — Scope Section 21.402 — Classification Section 21.403 — Materials Section 21.404 — Physical Requirements Section 21.405 — Minimum Face-shell and Web Thicknesses Section 21.406 — Permissible Variations in Dimensions
24	Section 21.407 — Visual Inspection Section 21.408 — Methods of Sampling and Testing Section 21.409 — Rejection TABLE 21–4-AMOISTURE CONTENT REQUIREMENTS FOR TYPE I UNITS TABLE 21–4-B STRENGTH AND ABSORPTION REQUIREMENTS
25	TABLE 21–4-C MINIMUM THICKNESS OF FACE-SHELLS AND WEBS
26	UNIFORM BUILDING CODE STANDARD 21-6IN-PLACE MASONRY SHEAR TESTS SECTION 21.601 — SCOPE SECTION 21.602 — PREPARATION OF SAMPLE SECTION 21.603 — APPLICATION OF LOAD AND DETERMINATION OF RESULTS UNIFORM BUILDING CODE STANDARD 21-7 TESTS OF ANCHORS IN UNREINFORCED MASONRY WALLS SECTION 21.701 — SCOPE SECTION 21.702 — DIRECT TENSION TESTING OF EXISTING ANCHORS AND NEW BOLTS SECTION 21.703 — TORQUE TESTING OF NEW BOLTS SECTION 21.704 — PREQUALIFICATION TEST FOR BOLTS AND OTHER TYPES OF ANCHORS SECTION 21.705 — REPORTS
27	UNIFORM BUILDING CODE STANDARD 21-8 POINTING OF UNREINFORCED MASONRY WALLS SECTION 21.801 — SCOPE SECTION 21.802 — JOINT PREPARATION SECTION 21.803 — MORTAR PREPARATION SECTION 21.804 — PACKING
28	UNIFORM BUILDING CODE STANDARD 21–13 HYDRATED LIME FOR MASONRY PURPOSES Section 21.1301 — Scope Section 21.1302 — Definition Section 21.1303 — Additions Section 21.1304 — Manufacturer’s Statement Section 21.1305 — Chemical RequirementsComposition Section 21.1306 — Residue, Popping and Pitting Section 21.1307 — Plasticity Section 21.1308 — Water Retention Section 21.1309 — Special Marking
29	Section 21.1310 — Quality Control TABLE 21–13–A—CHEMICAL REQUIREMENTS
31	HISTORY NOTE APPENDIXCALIFORNIA EXISTING BUILDING CODE (Title 24, Part 10, California Code of Regulations)
33	HELPFUL REFERENCES FOR MASTERING THE 2007 CALIFORNIA BUILDING CODE
34	INTERNATIONAL CODE COUNCIL® ORDER FORM