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w <br /> ,s <br /> c, <br /> W <br /> U =o <br /> o =1 <br /> U <br /> [ wc i w3 <br /> m <br /> co <br /> n <br /> P.3 <br /> Ik <br /> ---------- _ — _. _ �y T.I <br /> o-�.9 <br /> t <br /> as <br /> co <br /> CD <br /> l <br /> I 2 L1J <br /> LLI <br /> J <br /> I I m <br /> ALL FRAMING OF HANDL—,,2E I rq o -- <br /> NOT SHOWN OR SPECIFEO ALL FRAMING OR HARDWARE li <br /> TO REMAIN UIVCHAIJGeG TO NOT AHOWN OR SPECIFIED <br /> REMAIN UNCHANGED <br /> I I I— <br /> I I � <br /> w <br /> Z � <br /> I I LLI <br /> I p w <br /> FOUNDATION PLAN NOTES LL <br /> I 1 slab.—Grads shall be 4"th ck Slab shallilbs,poured over Ftee Dram'ng a6raFu ar Fill par Geolechnica Repa�See ArchRectura] ^ Q <br /> \SL Drawings for Slab Elevation Depress—,and Slope red t raments. G <br /> , r—————J 2 Co hstrucl on/Control joint in Slabs ae r opao tat but recomn entled to control cracking.When ueetl slab areas between joists shall <br /> Q Q ? <br /> - I - - be approz malely square and 400 sf or less Q ❑ <br /> 3 The Contractor shall determine actual foolingeleva[ons based an final grades and site conditions.Bottom of Footings shall be set z �1 Z <br /> on competent properly graded bearing soil below Frost Depth. O <br /> L <br /> ——— — 4 Anchor Bolts for Estero!`Stud Walls shall be In accordance with Pt�6 of the Shear WBII Schedule of 1/S06,u.o,n. <br /> 5 Sea 10/S06 for Simpson to USP hardware conversion table O U <br /> LEGEND LL (0 <br /> -CAR GARAGE OPI-J it'J_-r-,.__ EXTENDED GARAGE OPTION-ELEV.'B' <br /> ----_-- — ---- __ SX.X ' DETAIL GALL-OU'I <br /> FP-(� ANCHOR BOLTS FOR SHEAR WALL ABOVE PER SCHEDULE OF 1/So6 <br /> SLAB-ON-GFtAUE PER PLAN NOTE 1 k <br /> r---, m <br /> L J FOUNDATION WALL N <br /> 0 RAISED FOUNDATION WALL <br /> W <br /> 0 BEARING OR SHEAR WALL ABOVE a <br /> GRAWL SPACE POST BELOW <br /> 0 <br /> XX FOOTING CALL-OUT SEE 5/S07 <br /> STEP STEP TOP OF STEM WALL S02.1 <br /> 4 8 18 B <br />