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� r s <br /> Gz <br /> Uo a aN <br /> IL+ - <br /> W a <br /> � <br /> U <br /> m <br /> n <br /> W ar <br /> 1yT.. 1 i <br /> DF yrASH/'.. I I eT <br /> 5666 <br /> Er� <br /> I� u?LN9i.1� <br /> I co c� <br /> `1 I L <br /> LLJ <br /> ' I <br /> I ! Pi 6 <br /> Q <br /> W <br /> J <br /> S07 I LL1 <br /> ET-1 <br /> ALL FRAMING OR HARDWARE NOT SHOWN OR SPECIFIED <br /> TO REMAIN UNCHANGED <br /> II <br /> I I H <br /> 1 !> I W <br /> z w <br /> > <br /> _ - FOUNDATION PLAN NOTES' O tJ„ <br /> 1 S1abon Grade shall be 4 th Slab sM1all be poured aver Free Dra ri rg Granular F'1 per Geotechnical Report See Arch tectural Z O <br /> Draw ngs for Slab Elevation Depress on,and Slope requinaanents <br /> } <br /> -is" - - —J 2 Cunstruct onlControl joint in Slabs are optional am g psis shall <br /> _ be approx mately square and 400-sf or less.nal but ec mended to control crack n When—al,slab areas between Q U <br /> o I 3 The Convact0r shall determine actual footing elevations based on final grades and site condt ons Bottom of Footings shall be set z <br /> LL <br /> >t <br /> 01 competent properly graded beanng,it below Frost Depth. O <br /> —————— 4 Anchor Botts for Eztenor Stud Walls shall be in accordance with P-6 of the Shear Wall Schetlule of i1S06,u.o.n. <br /> 5. See 10/SO6 for Simpson to USP hardware—taw on table O U <br /> 11 0 <br /> - <br /> LEGEND L� <br /> -.-+Ftr;GE CF - EXTENDED GARAGE OPTION-ELEV.'A' � <br /> SX.X <br /> DETAIL CALL-OUT <br /> Pt-X ANCHOR BOLTS FOR SHEAR WALL ABOVE PER SCHEDULE OF 1/SO6 <br /> —�——� SLAB-ONGRADE PER PLAN NOTE 1 I— <br /> r0, FOUNDATION WALL m <br /> F <br /> RAISED FOUNDATION WALL � <br /> fL <br /> W <br /> 0 BEARING OR SHEAR WALL ABOVE 4 <br /> r ry <br /> ��X�� CRAWL SPACE POST BELOW .zi <br /> z- <br /> XX FOOTING GALL-0UT SEE 51S07 W o <br /> STEP STEP TOP OF STEM WALL <br /> , 2 4 8 16 S02.1 A <br /> I <br />