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W <br /> Q - S <br /> Q u; <br /> 4.T w <br /> v. <br /> I <br /> I �k. <br /> I I I - <br /> I I I I U z <br /> C7=` <br /> I I I I <br /> I I I <br /> T. <br /> I I I I <br /> I I I <br /> - 5w^ �� I- <br /> c 2 <br /> I I I C7 <br /> —— <br /> �.....__ _ _. w <br /> < <br /> i I I Z C7 <br /> O z <br /> I I o <br /> I it I I V J <br /> 0 w <br /> ALL FRAMING UN nF FU •AIKE _ ALL FRAMING OR HARDWARE ' <br /> NOT SHOWN OR PEGIFtEI:• _ NOT SHOWN OR SPECIFIED S07 w <br /> TO REMAIN UNCHA ED TO REMAIN UNCHANGED <br /> � 4 <br /> I I i <br /> I LLJI <br /> I z > � <br /> I <br /> o w <br /> -6"x,2'THICK FOUNDATION PLAN NOTES L <br /> I 1. Slabbn-Grade shall be 4 thick.Slab shall be pourad over F_e Dre g Granular FA per GeoteGtnical Report See Arcni[eclural o <br /> F0071N��J -1 i .,,, FOOTING W/#4 tfY'oc Drawings for Slab Elevation Depression ands <br /> EA.WAY 6 '1 Ora' - - - - EA.WAY,BOTTOM �r L—— Tope re9u re >- I <br /> 2. Gonstruchon/Control Joint in Slabs are oplanal but rechmrr er dad to control cracking When used,slab areas between joists shag <br /> _ be approwmat.1y square and 40D sf or less <br /> J 3 The Contractor shall tletermme actual foot ig alevavons ba>ed or r nal grades and s le wntl(ions.Bottom of Fool tgs snail be set Z <br /> on competent,properly graded bear ng..if below Frost Depth. LLB <br /> L— J Pt 6 4. Anchor Bolls for Emenor Stud Walls shall be in accordance with Pl- of the Shear Wall Schedule of,/S06,u.o.n. <br /> U <br /> 5. Sae 70/S06 for Simpson to USP hardware conversion table. ® — <br /> LEGEND <br /> 3-1-AR GARAGE OF I / - EXTENDED GARAGE OPTION-ELEV.'D' <br /> SX.X DETAIL CALL-0U7 <br /> Pt-X ANCHOR BOLTS FOR SHEAR WALL ABOVE PER SCHEDULE OF i/S06 <br /> SLABON-GRADE PER PLAN NOTE, k <br /> so <br /> r----I m <br /> L L FOUNDATION WALL N <br /> ---J <br /> RAISED FOUNDATION WALL <br /> K <br /> W <br /> BEARING OR SHEAR WALL ABOVE d <br /> f H <br /> CRAWL SPACE POST BELOW � <br /> XX FOOTING CALL-OUT SEE 61507 Ij <br /> STEP STEP TOP OF STEM WALL <br />