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U1 <br /> 0 <br /> U <br /> Y <br /> a. <br /> a) <br /> T.L <br /> coILL. <br /> LLJ <br /> —j <br /> LU <br /> < <br /> F 1 2''0" <br /> L < <br /> L (D <br /> L ———————-- <br /> z <br /> 0 <br /> _j F— <br /> < <br /> Uj > <br /> LL! <br /> Uj <br /> CID <br /> ALL Fn <br /> NOl ALL FRAMING OR HARDWARE <br /> NOT SHOWN OR SPECIFIED <br /> TO REMAIN UNCHANGED <br /> w <br /> W <br /> > <br /> UJ <br /> FOUNDATION LAN NOTES, U- <br /> she" Slab shall be Poured o"' a Draining ranular 11 rGant e&F1ii6.I R.Wrt.—Sae-AmNF..—t.nil 0 <br /> Drawings for Slab Eleven.., "'a <br /> 2. Construclion/Control Joint,t Slabs are optional buI recnnunende0 to con of cratk'ng Whe t sad.sla areas bar«ea t lo.la shall Z <br /> —_I---` be approximately square antl 400 of or ties Q <br /> I I <br /> _j <br /> L 3. The Contractor shall determine,actual footing elevations bas10 on final grades and Site conditions.Bottomof F-Wi shall be set Z a_ Z' <br /> on..Patent.properly graded bearing soil below Frost Depth. <br /> ——————— 4, Anchor Bolts for Exterior Stud Walls shall be in accordance with PI-6 of the Shear Wall Schedule of 1/SUB,u.o,i. LD <br /> 1 OY2" 81-31, 1.2" 5. See 10/S06 for Simpson to USP hardware conversion table 0 <br /> LEGEND <br /> EXTENDtD GARAGE OPTION-ELIEv. b' D <br /> 3-CAR GARAGE OPTION-ELEV.'B' DETAIL CALL-.UT <br /> Fly M- ANCHOR BOLTS FOR SHEAR WALL ABOVE PER SCHEDULE OF l/S06 <br /> B-B-.N-1RA.r PER PLAN NOTE I <br /> FOUNDATION WALL <br /> RAISED FOUNDATION WALL <br /> O BEARING OR SHEAR WALLABOVE <br /> CRAWL SPACE POST BELOW <br /> OXX FOOTING CALL-OUT SEE 51S07 <br /> STEP STEP TOP OF STEM WALL <br /> 0 <br /> 1 2 4 8 Id <br /> S02.1 B(M) <br />