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Nevada: (702)365-9312 I/ Lochsa <br /> Idaho: (208)342-7168 <br /> Colorado: (720)644-9246 <br /> engineering <br /> Alberta: (587)774-9040 <br /> ITEM VALUE UNITS NOTES <br /> BUILDING CODE= IBC 2015 <br /> MINIMUM DESIGN LOADS= ASCE 7-10 <br /> OCCUPANCY CATEGORY= II IBC TABLE 1604.5 <br /> ROOF DL= 20 psf <br /> ROOF LL= 20 psf <br /> FLOOR/CORRIDOR DL= 25 psf <br /> FLOOR/CORRIDOR LL= 40 psf <br /> WIND SPEED= 110 mph ULTIMATE WIND SPEED(APPENDIX B) <br /> WIND EXPOSURE= C <br /> SEISMIC DESIGN CATEGORY= D <br /> SITE CLASS= C APPENDIX A(GEOTECH REPORT) <br /> IMPORTANCE FACTOR= 1.0 ASCE 7 TABLE 11.5-1 <br /> Ss= 1.316 USGS REPORT <br /> Sos= 0.877 USGS REPORT <br /> Si = 0.500 USGS REPORT <br /> Sol = 0.433 USGS REPORT <br /> Cs= 0.135 STRENGTH <br /> LFWWSS - <br /> SEISMIC SYSTEM= LIGHT WOOD FRAME CONSTRUCTION <br /> X - X <br /> 6.5 LFWWSS R= ASCE 7 TABLE 12.2-1 <br /> X X <br /> N/A LFWWSS <br /> SZo_ ASCE 7 TABLE 12.2-1 <br /> X X <br /> GROUND SNOW LOAD= 15 psf PER JURISDICTION(APPENDIX C) <br /> ROOF SNOW LOAD= 25 psf MIN PER JURISDICTION(APPENDIX B) <br /> SNOW IMPORTANCE FACTOR= 1.0 ASCE 7 TABLE 7-4 <br /> SOIL ALLOWABLE PRESSURE= 10,000 psf APPENDIX A <br /> GEOTECHNICAL ENGINEER= EARTH SOLUTIONS NW, LLC. <br /> MINIMUM FROST DEPTH= 18 in APPENDIX B <br /> Lochsa Engineering www.lochsa.com 1-866-606-9784 <br />