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ALL FRAMING OR HARDWARE <br />NOT SHOWN OR SPECIFIED <br />TO REMAIN UNCHANGED <br />10Y" o 1u/", <br />3-CAR GARAGE OPTION - ELEV. 'B <br />FOUNDATION PLAN NOTES' <br />t. Siab-.EGmde shall be 4 thwk. Slab shall be poured over Frae Crabbing Granular Ftll per Geolechntral Report See Architectural <br />Drawings for Slab Elevation, Depression, and Slope requirements. <br />2. Coretruction/Control Joint in Slabs are optional but recommended to w,tr l cracking. When used slab areas between joists shall <br />be approximately square and 4001 less. <br />3. The Contraclar shall tletermine actual footing elevatlon5 based on foal grades and site conditions. Bottom of Footings shah be se[ <br />on mmpetan[, properly graded bearing soil below Frost Depth. <br />4. Anchor Bolts for Exterior Stud Walls shelf be In accordance wiN Pt-6 of Me Shear Wall Schedule of,/506, u.o.n. <br />5. See ,OIS06 for Simpson to USP hardware conversion table. <br />LEGEND <br />SX.X <br />DETAILCA1 -OUT <br />FP1-X <br />ANCHOR BOLTS FOR SHEAR WALLABOVE PER SCHEDULE OF,/SO6 <br />SLA&ON.GRADE PER PLAN NOTE , <br />L[J <br />FOUNDATION WALL <br />(- -I <br />RAISED FOUNDATION WALL <br />j <br />BEARING OR SHEAR WALL ABOVE <br />CRAWLSPACE POST BELOW <br />%X <br />FOOTING CALL -OUT SEE 5IS07 <br />STEP <br />STEP TOP OF STEM WALL <br />/4"-,-g. 0 1 8 16 S02.1 B <br />