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c <br /> 0 <br /> F . <br /> !A T <br /> U' iV <br /> VO o <br /> ll= z w3 <br /> V _J <br /> a ww <br /> mM <br /> m <br /> T. <br /> C7 <br /> �¢33 <br /> ems = <br /> ---------- -- <br /> �o <br /> F— <br /> I LL <br /> pI Ia I9 LU <br /> ----_J <br /> Z C9 <br /> k I J I I I <br /> P1-6 v i O O <br /> LU <br /> LLJ <br /> LU <br /> s <br /> 77 1 00 <br /> ALL FRAMING OR HARD JARE'' f ' ALL FRAMING OR HARDWARE I `� <br /> NOT SHOWN OR SPECIFIED p, <br /> TO REMAIN UNCHAIJGEp NOT SHOWN OR SPECIFIED <br /> f TO REMAIN UNCHANGED <br /> I I <br /> W <br /> i z LY <br /> w <br /> O w <br /> FOUNDATION PLAN NOTES Q <br /> J 1. Slab-on Grede Shall be 4 thick 51 b sh II be tired over Free Dramin ranular fid p H <br /> SOr Po 9 per Geotechnical Re PM Sae Arch laclural <br /> _ Or ngs for Slab Elevaf D p and Stop.requ remen6 z } <br /> 2. Construc on/Control Joint in Slabs are optional but recommended to control cracking.When used slab areas between _ <br /> ———— � 9 Joists shall <br /> be approx mately square and 400-sf or less Q Q U <br /> —_ J <br /> T. 3 The ompoaLtofshalldetermine actualfootng elevations Depth.on final grades and sle cond1ons Bottom of Footings shall be set ^ Z <br /> competent property graded bear ng..it below Frost Depth <br /> 4. Anchor Bolts for Exterior Stud Walls shall be in accordance with P1-6 of the Shear Wall Schedule of 1/S06,u.o.n. �.. <br /> 6 See 10/SO6 for Simpson to USP hartlware conveys on table. Q <br /> LEGEND <br /> 3-GAR GARAGE OPTION-ELEV.'i:: EXTENDED GARAGE OPTION-ELEV.'B' <br /> DETAIL CALL-0UT <br /> 1-X ANCHOR BOLTS FOR SHEAR WALL ABOVE PER SCHEDULE OF 11S06 <br /> Q <br /> SLAB-ON-GRADE PER PLAN NOTE 1 k <br /> --- m <br /> - LOJ FOUNDATION WALL N <br /> f <br /> RAISED FOUNDATION WALL <br /> W <br /> I � BEARING OR SHEAR WALL ABOVE a <br /> Q N <br /> �� CRAWL SPACE POST BELOW � <br /> (XX) FOOTING CALL-0UT SEE-01 W o <br /> �J tY <br /> STEP STEP TOP OF STEM WALL 0 1 2 4 8 16 S02.1 1 B <br />