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<br /> <br />Table of Contents <br /> <br /> U.S. Office: <br />Canada Office: <br />77 Waldorf, Irvine, CA 92612 <br />550 HWY 7, Unit 315, Richmond Hill, ON L4B 3Z4 <br /> +1 949-979-5003 <br />+1 289-597-0455 <br /> <br />Table of Contents <br />1 Description of the Structure and Site ......................................................................................................... 3 <br />2 Design Criteria ........................................................................................................................................... 3 <br />2.1 Design Codes and Standards ........................................................................................................ 3 <br />3 Loading ...................................................................................................................................................... 4 <br />3.1 Gravity Loading ............................................................................................................................ 4 <br />3.1.1 Dead Load ............................................................................................................................ 4 <br />3.1.2 Live Load ............................................................................................................................. 6 <br />3.2 Lateral Load .................................................................................................................................. 7 <br />3.2.1 Seismic Load ........................................................................................................................ 7 <br />3.2.2 Wind Load .......................................................................................................................... 10 <br />4 Wood Design ........................................................................................................................................... 11 <br />4.1 Shear Wall Design ...................................................................................................................... 11 <br />4.2 Diaphragm Design ...................................................................................................................... 13 <br />4.2.1 Diaphragm Seismic Force .................................................................................................. 13 <br />4.2.2 Collector Design................................................................................................................. 14 <br />4.2.3 Chord Design ..................................................................................................................... 15 <br />4.3 Beam and Post Design ................................................................................................................ 17 <br />4.4 Header, Jack Stud, and King Stud Design .................................................................................. 17 <br />4.5 Joist Design ................................................................................................................................. 17 <br />4.6 Stud Wall Design ........................................................................................................................ 17 <br />5 Foundation Design ................................................................................................................................... 20 <br />Appendix A : County of Orange Report ..................................................................................... 22 <br />Appendix B : ASCE 7 Hazard Report ........................................................................................ 27 <br />Appendix C : Wind Load ............................................................................................................ 30 <br />Appendix D : Shear Wall Design ................................................................................................ 41 <br />Appendix E : Beam and Post Design ......................................................................................... 88 <br />: Header, Jack Stud, and King Stud Design ......................................................... 167 <br />Appendix G : Joist Design ........................................................................................................ 200 <br /> : Stud Wall Design ............................................................................................... 221 <br />Appendix I : Foundation Design ............................................................................................. 224 <br /> <br />Appendix F <br />Appendix H <br />Page 2 of 290