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j . <br /> h <br /> Q fl s <br /> T- lir ; <br /> i <br /> \� I TLr eOC• �N/ � r✓A X� F��'I �� t \ R <br /> £/6 3iaoa ,asr <br /> --'�3 e2,64,e Eo k-ifJ iL? /p <br /> b, io mi( <br /> t� 41 ,� 3(4 �,eL'i'vev 't a CA-- <br /> p Q u <br /> v <br /> f <br /> /2 „x/G" 4� ppl 7-5 W1 <br /> z <br /> FOUNDATION PLAN <br /> SCALE A"=1'-0„ <br /> Anchors&Mudsill bolts(&holddown locations to be in place prior to inspection. <br /> Finish floor and building mechanical equipment shall be a min.of 18"above 100- <br /> year flood elevation N R V D <br /> non-decay resistant wood and HVAC duct work shall be located above the flood- <br /> plane elevation <br /> Rebar to be Grade 60 min with 30" lap (Seismc-D) <br /> Foundation supporting wood shall extend 8" above finish grade stucco walls 6" <br /> i Provide drainage from bldng 6"slope in 101or 2%slope(a)non-pery.CRC Sec.401.3 <br /> 4 <br />