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<br /> <br />Table of Contents <br /> <br /> U.S. Office: <br />Canada Office: <br />2610 Vista Del Oro, Newport Beach, CA 92660 <br />550 HWY 7, Unit 315, Richmond Hill, ON L4B 3Z4 <br /> +1 949-822-1913 <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 ............................................................................................................................. 5 <br />3.2 Lateral Load .................................................................................................................................. 5 <br />3.2.1 Seismic Load ........................................................................................................................ 5 <br />3.2.2 Wind Load ............................................................................................................................ 7 <br />4 Wood Design ............................................................................................................................................. 8 <br />4.1 Shear Wall Design ........................................................................................................................ 8 <br />4.2 Diaphragm Design ...................................................................................................................... 10 <br />4.2.1 Diaphragm Seismic Force .................................................................................................. 10 <br />4.2.2 Collector Design................................................................................................................. 10 <br />4.2.3 Chord Design ..................................................................................................................... 12 <br />4.3 Beam and Post Design ................................................................................................................ 13 <br />4.4 Header, Jack Stud and King Stud Design ................................................................................... 13 <br />4.5 Joist Design ................................................................................................................................. 13 <br />4.6 Stud Wall Design ........................................................................................................................ 13 <br />5 Foundation Design ................................................................................................................................... 14 <br />Appendix A : Orange County ........................................................................................................ 17 <br />Appendix B : ASCE 7 Hazard Report ........................................................................................... 21 <br />Appendix C : Wind Load .............................................................................................................. 25 <br />Appendix D : Shear Wall Design .................................................................................................. 36 <br />Appendix E : Beam and Post Design ............................................................................................ 60 <br />Appendix F : Header, Jack Stud and King Stud Design ............................................................... 70 <br />Appendix G : Joist Design ............................................................................................................. 79 <br />Appendix H : Stud Wall Design .................................................................................................... 82 <br />Appendix I : Foundation Design .................................................................................................. 84 <br /> <br /> <br />Page 2 of 108 <br />1011 W Second St <br />5/1/2025