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l ,- <br />I <br />SO <br />l\� <br />Al L 1 — RDWARE <br />NO-1 ECIFIED <br />EXTENDED GARAGE OPIIuN - ELEV <br />I <br />wl I <br />'I I <br />1- <br />-- --=----- L— — --- <br />� spy <br />y Q' <br />I � <br />I <br />I . <br />I <br />1 ALL FRAMING OR HARDWARE <br />S07 NOT SHOWN OR SPECIFIED <br />- TO REMAIN UNCHANGED <br />I <br />I <br />I <br />I <br />I <br />I <br />I <br />I <br />s <br />--------�-- <br />TO, <br />10Yz' <br />3-CAR GARAGE OPTION - ELEV. 'A' <br />FOUNDATION PLAN NOTES. <br />1. Slab-on-Urade shall be 4' thick Slab shall be poured oval Free Dr inning Granu re rill per Geolechnical Report. See Ar hiteGural <br />Drawings for Slab Elevation Depression, and Slope requirements. <br />2. ConsructionlControl Joint in Slabs are optional but recommended to control cracking. When used, slab areas between joists shall <br />be approximately square and 400 sf or less <br />3. The Contractor shall determine equal footing elevabons based on final grades and site conditions. Bottom of Footings shall be set <br />on competent properly graded bear ng ..it below Frost Depth. <br />4 Anchor Bolls for Exterior Stud Walls tf all be r accordanw with P1-6 of the Shear Wait Schedule of 1/S06 u.o.n. <br />5, See 10)S06 for Simpson to USP hardware conversion table. <br />LEGEND <br />%X <br />SX.X <br />DETAIL CALL -OUT <br />ANCHOR BOLTS FOR SHEAR WALL ABOVE PER SCHEDULE OF IIS06 <br />SLAB -ON -GRADE PER PLAN NOTE 1 <br />LOJ <br />FOUNDATION WALL <br />0 <br />RAISED FOUNDATION WALL <br />BEARING OR SHEAR WALL ABOVE <br />CRAWL SPACE POST BELOW <br />OFOOTING <br />CALL -OUT SEE 5/S07 <br />STEP <br />STEP TOP OF STEM WALL <br />VV=V-0' 0 <br />1 24 8 16 <br />